HomeMy WebLinkAbout1996-03-06
F I NA L
9:00 A.M.
March 6, 1996
Room 241, County Office Building
1. Call to Order.
2. Pledge of Allegiance.
3. Moment of Silence.
4. Presentation: Distinguished Budget Award by Rhu Harris, President, Virginia GFOA.
5. Other Matters Not Listed on the Agenda from the PUBLIC.
6. Consent Agenda (on next sheet).
7. Approval of Minutes: September 15 and November 17, 1993; March 8 and
September 19A, 1995.
8. Transportation Matters:
a. Discussion: County participation in VDoT Revenue Sharing Program.
b. Discussion: Meadow Creek Parkway
c. Discussion: Six Year Primary Road Plan.
d. Other Transportation Matters.
9. 10:30 a.m. - Public Hearing to solicit input on the proposed Community Development Block
Grant application to be submitted to the Virginia Department of Housing and Community
Development on the Esmont Housing Rehabilitation Project.
10. ZMA-95-04. University of Virginia Real Estate Foundation (deferred from February 21, 1996).
(Applicant requests deferral back to Planning Commission.)
11. Discussion: Donations to pay Site Plan Review fees to Christworks Food Ministries and
Claudius Crozet Park.
12. Presentation: Report on Historic Architectural Survey of Albemarle County Villages.
13. Presentation: Financial Report for the Fiscal Year Ended June 30, 1996.
14. Work Session: Comprehensive Plan.
15. Executive Session: Personnel and Legal Matters.
16. Certify Executive Session.
17. Other Matters not Listed on the Agenda from the BOARD.
18. Recess.
19. 7:00 p.m. - Reconvene in the Auditorium.
20. Public Hearing on staff's proposed FY 1996-97 County budget.
21. Adjourn to March 11,1996,1:00 p.m.
CONSENT AGENDA
FOR APPROVAL:
6.1 ZMA-95-14. Dennis Rooker/Ivy Creek, Inc., Eta!. (deferred from February 21, 1996).
6.2 Proclamation proclaiming May 4, 1996, as Albemarle County Farm Tour Day.
6.3 Adopt Resolution designating Melvin A. Breeden as County of Albemarle's Agent regarding
FEMA funds for costs incurred during the Blizzard of 1996.
6.4 Authorize staff to move forward with Classified Employee Compenstation Proposals.
6.5 Appropriation: Revenue Reclassification, (Form #95061).
6.6 Approval of draft letter to the Department of Transportation, re: restriction of through tractor-
trailer truck traffic on Routes 231/222.
FOR INFORMATION:
6.7 Chris Greene Lake Watershed Report.
6.8 Letter dated February 22, 1996, from A. G. Tucker, Resident Highway Engineer, to Ella W.
Carey, Clerk, providing a copy of the monthly update on highway improvement projects
currently under construction in Albemarle County.
6.9 Notice from the Department of Transportation of a Citizen Information/Participation Meeting to
be held on March 11, 1996, to review and discuss alternative alignments within the corridor
(Route 29 Bypass project).
6.10 Letter dated February 15, 1996, from Robert E. Martinez, Secretary of Transportation, to Ella
W. Carey, Clerk, regarding Board's resolution concerning Department of Transportation's
maintenance facilities.
6.11 1995 Fourth Quarter Building Report as prepared by the Department of Planning and
Community Development.
6.12 1995 Year End Building Report as prepared by the Department of Planning and Community
Development.
6.13 Copy of Acme Design Technology, CO.'s 1996 Strategic Plan (on file in Clerk's office)
6.14 Copy of minutes of the Board of Directors of the Albemarle County Service Authority for
December 21, 1995, and January 18, 1996.
6.15 Copy of minutes of the Board of Directors of the Rivanna Water and Sewer Authority for
January 22, 1996.
6.16 Copy of letter dated February 19, 1996, from Julie L. Vosmik, Director, Division of Survey
and Register, to James B. Murray, Jr., providing notice that the State Review Board and
Historic Resources Board will consider the relocation of Mount Ida, Albemarle County,
for nomination to the National Register of Historic Places and for inclusion in the
Virginia Landmarks Register.
6.17 Memorandum dated February 27,1996, from the Office of Water Research and
Standards, Department of Environmental Control, re: Amendments to the Water Quality
Standards Regulation (VR 680-21-00). (Proposed amendments on file in Clerk's office.)
TENTATIVE
9:00 A.M.
March 6, 1996
Room 241, County Office Building
1. Call to Order.
2. Pledge of Allegiance.
3. Moment of Silence.
4. Presentation: Distinguished Budget Award by Rhu Harris, President, Virginia GFOA.
5. Other Matters Not Listed on the Agenda from the PUBLIC.
6. Consent Agenda (on next sheet).
7. Approval of Minutes: September 15 and November 17, 1993; March 8 and
September 19A, 1995.
8. Transportation Matters:
a. Discussion: County participation in VDoT Revenue Sharing Program.
b. Discussion: Meadow Creek Parkway
c. Discussion: Six Year Primary Road Plan.
d. Other Transportation Matters.
9. 10:30 a.m. - Public Hearing to solicit input on the proposed Community Development Block
Grant application to be submitted to the Virginia Department of Housing and Community
Development on the Esmont Housing Rehabilitation Project.
10. ZMA-95-04. University of Virginia Real Estate Foundation (deferred from February 21, 1996).
(Applicant requests deferral back to Planning Commission.)
11. Discussion: Donations to pay Site Plan Review fees to Christworks Food Ministries and
Claudius Crozet Park.
12. Presentation: Report on Historic Architectural Survey of Albemarle County Villages.
13. Presentation: Financial Report for the Fiscal Year Ended June 30, 1996.
14. Work Session: Comprehensive Plan.
15. Executive Session: Personnel and Legal Matters.
16. Certify Executive Session.
17. Other Matters not Listed on the Agenda from the BOARD.
18. Recess.
19. 7:00 p.m. - Reconvene in the Auditorium.
20. Public Hearing on staff's proposed FY 1996-97 County budget.
21. Adjourn to March 11, 1996, 1 :00 p.m.
CONSENT AGENDA
FOR APPROVAL:
6.1 ZMA-95-14. Dennis Rooker/Ivy Creek, Inc., Eta!. (deferred from February 21, 1996).
6.2 Proclamation proclaiming May 4, 1996, as Albemarle County Farm Tour Day.
6.3 Adopt Resolution designating Melvin A. Breeden as County of Albemarle's Agent regarding
FEMA funds for costs incurred during the Blizzard of 1996.
6.4 Authorize staff to move forward with Classified Employee Compenstation Proposals.
6.5 Appropriation: Revenue Reclassification, (Form #95061).
6.6 Approval of draft letter to the Department of Transportation, re: restriction of through tractor-
trailer truck traffic on Routes 231/222.
FOR INFORMATION:
6.7 Chris Greene Lake Watershed Report.
6.8 Letter dated February 22, 1996, from A. G. Tucker, Resident Highway Engineer, to Ella W.
Carey, Clerk, providing a copy of the monthly update on highway improvement projects
currently under construction in Albemarle County.
6.9 Notice from the Department of Transportation of a Citizen Information/Participation Meeting to
be held on March 11, 1996, to review and discuss alternative alignments within the corridor
(Route 29 Bypass project).
6.10 Letter dated February 15, 1996, from Robert E. Martinez, Secretary of Transportation, to Ella
W. Carey, Clerk, regarding Board's resolution concerning Department of Transportation's
maintenance facilities.
6.11 1995 Fourth Quarter Building Report as prepared by the Department of Planning and
Community Development.
6.12 1995 Year End Building Report as prepared by the Department of Planning and Community
Development.
6.13 Copy of Acme Design Technology, Co.'s 1996 Strategic Plan (on file in Clerk's office)
6.14 Copy of minutes of the Board of Directors of the Albemarle County Service Authority for
December 21, 1995, and January 18, 1996.
6.15 Copy of minutes of the Board of Directors of the Rivanna Water and Sewer Authority for
January 22, 1996.
. ,
David P. Bowerman
Cha"rlottesville
COUNTY OF ALBEMARLE
Office of Board of Supervisors
401 Mcintire Road
Charlottesville, Virginia 22902-4596
(804) 296-5843 FAX (804) 296-5800
MEMORANDUM
Charles S. Martin
R ivanna
Charlotte Y. Humphris
Jack Jouett
Walter F. Perkins
White Hall
Forrest R. Marshall, Jr.
Scottsville
Sally H. Thomas
Samuel Miller
TO:
FROM:
Robert W. Tucker, Jr., County Executive
Ella W. Carey, Clerk 1)jJU
DATE:
March 7, 1996
SUBJECT:
Board Actions of March 6, 1996
The following is a list of actions taken by the Board of Supervisors at its meeting on
March 6, 1996:
Agenda Item No.1. The meeting was called to order at 9:01 a.m. by the Chair, Mrs.
Humphris.
Agenda Item No.5. Other Matters Not Listed on the Agenda from the PUBLIC. Present to
bring a problem to the Board's attention was Mary McClerion, Emily Wilson, Anna McClerion, and
little Mr. McClerion, H. Tobias, and Mr. Wilson. All reported that property at the intersection of
Route 781 and Sunset Avenue Extended has been found to be littered and contain the carcasses
of dead animals. This property lies right on Moores Creek so presents a health hazard. MRS.
HUMPHRIS REQUESTED A STAFF REPORT ON THIS MATTER.
Mrs. McClerion suggested that there be a day at the Ivy Landfill where people who have
old sofas, etc. which are no good, could bring these items without having to pay a tipping fee.
MRS. HUMPHRIS SUGGESTED MENTIONING THIS IDEA TO THE SOLID WASTE AUTHORITY.
Agenda Item No. 6.1. ZMA-95-14. Dennis Rooker/lvy Creek, Inc., Eta!. (deferred from
February 21, 1996). ADOPTED ATTACHED RESOLUTION APPROVING ZMA-95-14.
Agenda Item No. 6.2. Proclamation proclaiming May 4, 1996, as Albemarle County Farm
Tour Day. SIGNED BY MRS. HUMPHRIS.
*
Printed on recycled paper
Robert W. Tucker, Jr.
March 7, 1996
(Page 2)
Agenda Item No. 6.3. Adopt Resolution designating Melvin A. Breeden as County of
Albemarle's Agent regarding FEMA funds for costs incurred during the Blizzard of 1996.
ADOPTED, SIGNED AND GIVEN TO DIANE TO FORWARD TO KAYE HARDIN.
Agenda Item No. 6.4. Authorize staff to move forward with Classified Employee
Compensation Proposals. THE BOARD AUTHORIZED STAFF TO IMPLEMENT THE RECOMMEN-
DATION IN MR. HENDRICK'S REPORT FOR CLASSIFIED EMPLOYEES IN CONJUNCTION WITH
SCHOOL BOARD APPROVAL. FINANCE, INFORMATION SERVICES, AND HUMAN RESOURCES
TEAMS ARE TO IDENTIFY IMPLEMENTATION ISSUES AND SEND THESE TO THE BOARD'S
COMPENSATION COMMITTEE FOR RECOMMENDATION. ANY ISSUES REQUIRING POLICY
CHANGES SHOULD BE BROUGHT BACK TO THE TWO BOARDS FOR FURTHER APPROVAL.
Agenda Item No. 6.5. Appropriation: Revenue Reclassification, (Form #95061).
APPROVED. FORWARDED TO MELVIN BREEDEN.
Agenda Item No. 6.6. Approval of draft letter to the Department of Transportation, re:
restriction of through tractor-trailer truck traffic on Routes 231/222. DISCUSSED UNDER
AGENDA ITEM 8D. MRS. HUMPHRIS REQUESTED STAFF TO DRAFT A BRIEF HISTORY OF THE
ISSUE FROM THE CORRESPONDENCE WHICH HAS BEEN RECEIVED ON THIS REQUEST PRIOR
TO THE MEETING WITH DON ASKEW WHICH WAS MENTIONED BY ANGELA TUCKER.
Agenda Item No. 8a. Transportation Matters: Discussion: County participation in VDoT
Revenue Sharing Program. APPROVED. FORWARDED TO DAVID BENISH FOR LIST OF ROADS
TO BE ATTACHED.
Agenda Item No. 8b. Transportation Matters: Discussion: Meadow Creek Parkway.
DEFERRED TO MARCH 13, 1996, DUE TO THE NUMBER OF PEOPLE ATTENDING MEETING.
Agenda Item No. 8c. Transportation Matters: Discussion: Six Year Primary Road Plan.
DEFERRED TO MARCH 13, 1996, TO FINALIZE AFTER THE MEADOW CREEK DISCUSSION.
Agenda Item No. 8d. Other Transportation Matters.
MR. PERKINS ASKED IF TRUCK TRAFFIC ON 1-64 GOING UP AFTON MOUNTAIN COULD
BE RESTRICTED TO THE RIGHT-HAND LANE ONLY. MRS. TUCKER SAID HER OFFICE COULD
START THE REQUEST AND SEE THAT IT GETS TO THE PROPER PERSON.
MR. MARSHALL ASKED ABOUT ROUTE 708 BETWEEN BLENHEIM AND WOODRIDGE.
HE SAID A MR. JONES AT THE INTERSECTION AT BLENHEIM HAD REFUSED TO DONATE
Robert W. Tucker, Jr.
March 7, 1996
(Page 3)
RIGHT-OF-WAY, AND HE BELIEVES THAT ALL OTHER RIGHT-OF-WAY HAS BEEN DONATED.
HE WOULD LIKE TO SEE THIS ROAD PROJECT FINISHED. MRS. TUCKER SAID SHE WAS NOT
FAMILIAR WITH THE STATUS OF THE PROJECT, BUT WOULD CHECK.
MR. WILSON CROPP WAS PRESENT TO MAKE A REQUEST CONCERNING ROCKY
HOLLOW ROAD (ROUTE 769).
Agenda Item No.9. Public Hearing to solicit input on the proposed Community Develop-
ment Block Grant application to be submitted to the Virginia Department of Housing and
Community Development on the Esmont Housing Rehabilitation Project. DEFERRED TO MARCH
13, 1996, TO FINALIZE.
Agenda Item No. 10. ZMA-95-04. University of Virginia Real Estate Foundation (deferred
from February 21, 1996). (Applicant requests deferral back to Planning Commission.) REFERRED
BACK TO THE PLANNING COMMISSION. THE BOARD AND THE COMMISSION ARE TO HOLD A
JOINT PUBLIC HEARING ON THE REQUEST ON EITHER APRIL 9 OR APRIL 16. OTHER TUES-
DAYS IN APRIL ARE NOT GOOD FOR BOARD MEMBERS. STAFF WILL WORK OUT LOGISTICS
OF MEETING.
Agenda Item No. 11. Discussion: Donations to pay Site Plan Review fees to Christworks
Food Ministries and Claudius Crozet Park. ADOPTED RESOLUTION APPROVING DONATION TO
CLAUDIUS CROZET PARK. RESOLUTION ATTACHED. DID NOT APPROVE THE REQUEST OF
CHRISTWORKS, AND IT MAYBE BROUGHT BACK ON THE AGENDA BY A BOARD MEMBER
WHEN MR. MARTIN IS PRESENT.
Agenda Item No. 12. Presentation: Report on Historic Architectural Survey of Albemarle
County Villages. RECEIVED.
Agenda Item No. 13. Presentation: Financial Report for the Fiscal Year Ended June 30,
1996. RECEIVED. MRS. HUMPHRIS NOTED AN ERROR ON PAGE 37, NUMBER 16 SHOULD BE
THOMAS JEFFERSON MEMORIAL "FOUNDATION" AND NOT "EDUCATION". MRS. THOMAS
ASKED FOR THE FIGURE CONCERNING THE GROWTH IN THE NUMBER OF NEW BUSINESSES
IN THE COUNTY.
Agenda Item No. 14. Work Session: Comprehensive Plan. HELD. MRS. THOMAS MEN-
TIONED THE FIRST BULLET UNDER "RECOMMENDATIONS" ON PAGE 101, AND SUGGESTED
THAT IT BE REWORDED BEFORE THE NEXT MEETING ON THIS SUBJECT. MR. PERKINS SAID
THE WORDING MIGHT BE "ENVIRONMENTALLY SENSITIVE PROGRAM TO EXTEND THE LIFE OF
THE LANDFILL". MR. MARSHALL NOTED THAT THE KEENE TRANSFER STATION IS STILL
SHOWN ON THE MAP ON PAGE 87.
. .
Robert W. Tucker, Jr.
March 7,' 1996
(Page 4)
Agenda Item No. 17. Other Matters not Listed on the Agenda from the BOARD.
MR. BOWERMAN REQUESTED STAFF TO DRAFT A LETTER TO LITTON MAKING SOME
POSITIVE STATEMENT ABOUT THE IMPORTANCE OF IT TO THIS AREA, AND HOPING THAT IT
KEEPS THE CHARLOTTESVILLE FACILITY HERE.
Agenda Item No. 20. Public Hearing on staff's proposed FY 1996-97 County budget.
HELD.
LEN/mms
Attachments (6)
cc: Richard E. Huff
Roxanne, White
Jo Higgins
Bruce Woodzell
Richard Wood
Amelia McCulley
Jan Sprinkle
Larry Davis
Wayne Cilimberg
File
RESOLUTION TO APPROVE
ZMA-95-14
IVY CREEK, INC.
WHEREAS, in accordance with section 15.1-431 of the Code of
Virginia and Section 33 of the Albemarle County Zoning Ordinance,
a public hearing was advertised, adjoining property owners
notified, and a hearing scheduled on ZMA-95-14 for rezoning
approximately 214 acres from PRO, Planning Residential Develop-
ment, to RA, Rural Areas District, on property more particularly
identified in the zoning application; and
WHEREAS, the Board's review of the application assumes that
the 1994 approval of ZMA-94-10 was premised upon the fact that
the driveway permitted by that approval would be properly gated
to prevent unauthorized access from Ivy Creek Subdivision; and
WHEREAS, this application and the attached proffers are
consistent with the Comprehensive Plan, good zoning practices,
and the prior approval of ZMA-94-10.
NOW, THEREFORE, BE IT RESOLVED that the Board of County
Supervisors of Albemarle County, Virginia, hereby approves
ZMA-95-14 with proffers, the proffers being attached hereto and
made a part of this approval.
* * * * *
I, Ella W. Carey, do hereby certify that the foregoing
writing is a true, correct copy of a resolution duly adopted by
the Board of County Supervisors of Albemarle County, Virginia, at
a regular meeting held on March 6, 1996.
~w
Clerk, Board
Date: 2/22/96
ZMA # 95-14
214
rnurrc/'l. rU/'l.IVI
Tax Map Parcel(s) # 95A-l Lots (1-33) and
Parcel B
Acres to be rezoned from
RA
PRD
to
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or
its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall
be applied to ,the property, if rezoned. These conditions are pro1f.ered as a part of the
requested rezoning and it is agreed that the limitations: (1) are required or arise because
of the nature of the property and the rezoning sought, and (2) have a reasonable relation
to the rezoning requested.
(1) Within 45 days of the rezoning of the property, the
Owners will submit to Albemarle County for approval a revised
plat of the property with a total number of lots not to exceed
14.
(2) Prior to any further development of the property, the
property shall be resubdivided in accord with an approved plat
constisting of not more than 14 lots.
(3) Access limited to Broomley Road only, and no access
onto Brook Road. This condition shall not prohibit the
connection of a private driveway from the Broomley Farm property
to the roads serving the Ivy Creek property, provided that the
private driveway is not used for subdivision purposes for so long
as it physically connects the Ivy Creek property to Brook Road.
Lots Owned:
59-A-l (I, 4, 5-7, 17)
Date Signed: d-J3-Cjl::,
59-A-l (2~3, 9-13, 19-33)
Date Signed:
,.:) , d "6 ~-q 6
59-A-1 (8)
Date Signed: .~ -;+ ~_CtJo
59-A-1 (14-16)
Date Signed:
d - ,2 S -9\..c
59-A-1 (18)
Date Signed:
Date Signed:
Parcel B
Date Signed:
') -:) ~ -<1 6
Owner Siqnature:
\5;~~ CJIM^~
Thomas E. Worrell, Jr.
Ivy Creek, Inc.
.q~~~r.,
V.P.
Keepers, Inc.
By:Q~ ~ ,1\ ---CLJ /
Robert M. ~Gr., V.P.
Worrell Enterprises, Inc.
.kY~ ~~
Robert M. Smither, Jr ,
V.P.
Alexandra Welsh
George Welsh
:~ation,
obert M. Smither, r., V.P.
Inc.
...
APf'L1CANT ASSURANCES
The Applicant hereby auUH.. and ceni(ie, that he will comply with the FEMA re(\llationa. policica. (\Iidelinu. and requlrcmenl.l includine
OMB', Circulan No. A.9S and ,0.,102. and FMC 74'4. u they ...,Iate to the application. ac<<ptance and uw o( Federal (unda (or thia Federally.
auiated pro;<<ot. Alao. the Applicaat liva a.uuran.,., Lad ccrtilia with ~t to .nd .. . condition ror the ITlnt that:
I. It P~ca leeal authority to apply (or the (1"&nt. and to (inance 1 S. It wlll comply wiLh the provuiona or the Hatch ACI which limit
and con.ltruct th~ propc::llH'd Cacilitiel; that. re-e.olution. motion or the- politica.J actiYity o( employ~".
aimilar action hu been duly adopted or p-.....cd u. an oCficiaJ ......:(
o( the .pplicant', lovernine body. .uthoriline the filinl o( :~e
application. incJudinr all undenLandinc. and ....ur.nee. contained
therein. and dir<<:tincand authorixinc the penon identified... the
official rep.relent..lUvC' of the applicant to act in connC"Ction with
the applicati,w .nd to prOvide luch additioaal information ..
may b.. r..quired. .
2.
II will comply with the provioiono or: Ex<<utin Order 11988.
relatinl to Floodplain Manacement and Exccutin Order 11990.
relatinCta Protcction oC WC\!anda.
3. It will have ou{(icient Cundi available to meet the non.Federal
ahare o( the coot Cor CONtl'\lction prOICCl&. SuCCicient (undi will
be available when conatl'\lction i& completed to uaUl't efCcctive
Opentlon .nd maintenance oC the Cacility (or the purpow
coruUuctr-d.
4. It will nOI enter into. COlUtl'\lction contracth I Cor lhe pro,<<ot or
unden.kc other activitica until the conditiON o( the crant pro'
rr.mll) have ~n met.
5.
It will provide .nd m.inuin competent .nd .dequ.te .rchitC'Ctur.
al enl.neerinl lupervi.ion .nd in.pection at the COlUtl'\lction .ite
to inlure that the completed ...ork con Corm. with the apprond
pla/U .nd Ip<'C,ficuionl; thu it will Curnilh prorreu repan. .nd
ouch other InCormuion u the FederaJ crantor .cency m.y
It will operate .nd m.int.in the facility in .ccord.nc~ with lhe
minimum llandard..M m.y be r<'quil'td or preacrib.-d by the
applic.bl~ Federal. Stat~ and loc.1 .c~ncin Cor the mainten.nc~
.nd operauon oC luch C.ciliti....
6.
It will I'V~ the rrantor .Cency .nd the Comptroll~r ~n~ral.
throueh .nr .uthoriud repreHntatl".., .CCeu to and the rictlt to
n.mlne .11 records. boOks. p.pen. or docum~nta rel.ted to lhe
crant.
8.
I, w,lI requir. the C.cility to b.- d~airned to comply with the
"Amerac.n St.nd.rd Specifications for M.ltinr Buildin" and
F.cilitiel Acceuible to. .nd Usable by th~ Phy.ic.II}' H.ndi.
C.Pped." Number A117.1'1961. u modilied (41 CFR 101.17.
70311. The appllc.nt will be relpanlible Cor conductinr in.
SPect,Ons to InIUre complianCe With theae IpeciCic.Uona by
the contractor.
9.
It will c.use work on the projcct to b.- comm~nced within a
reuon. ble lime .Cter receipt of notific.tion (rom the approvinr
Feder.1 .cency th.t Cuncla h.".. ~n .pprovtd and will '" th.t
work on the proJect ...iII be prO.ecuted to completion ...ith
reuonable d'"lence.
It will nal dispol< oC or encumb.-r ita title or oth~r interecta in
the Ille .nd C.ciliuCl durinC the period oC F~dcr.1 ifttel'ftt or
while the Governm~nt holcla bondi. whichever ia the lonc~r.
It .cren to comply with Section 311. P.l.. 83.288 and ...ilh
Title VI oC theelvil Ricbta Act oC 1964 (P.l.. 83-352) and in
accord.ncr "'Ith Tide VI oC tbe Act. no penon in the Unit~d
StUel .haJl. on lhe. ~oU!,d 0.( ,acr, color. or national oririn. b.-
cxclud~d from. panlClpallon In. b.- d~nied lhe b.-nefita or or be
Oth.e~lIe lubJ~led to diacrimination under any p~ Or
activity for whICh the applicant receiY.. Federal financial u.
aistanCe .nd will immediately tak~ any meuurea nec.....ry to
efCectu.te thl& .crcement. If .ny reaJ propeny or atnactUte ia
provIded or Improved witb lhe aid oC F~deral financial ...iat.
.nc~ extended to th~ Applicull. thia "urance .hall oblir... the
Appllc.nt. or in lhe c~e or an.y tranaCer aC auch propeny. any
tr.na(~rH: Cor the penod dunnc which the real propeny or
Ill'\lctUl't ". used Cor . PUfpoae for which lhe Federal fin.nciaJ
uallta~ce II. e~tended. or Cor lIlOlher putpOae inYO"'inr the
provlllon oC aun"ar MrvlCft or benelil&.
10.
11.
12.
It ~i11 ...t..biish &aCecuards to prohibit employees Cram uainc
th!1f poclt~ons Cor . pul"pOae that ia or Civ~1 the appearanc~ o(
b.-Inr motlYated by a d..ire Cor priv.te cain (or the_I"... or
Olhen, p..nicularly thaae Wilh wholll lhey han CutlUy. buain...
or other tIn. .
13.
It will ~omply With the ftquir~menta of Title II and Title lilaC
~! UnlCorm Relocation Aaaiatacce and ReaJ hopeny At: ui-
slll~na Act or 1970 (P.l.. 81-646) which Provid.. (or (air :nd
equ,uble treatment 01 penona diapl.C\'d aa a recull oC F d aJ
and Federally....iated Ptorruna. e er
It will comply wilh' all nqulrftnenta Impaaed by the Federal
rr.n~or .cency concerninr a~ial ~ulrementa oC I.w. PI'Ofrvn
l'tqulf~menta. .ad ather adnllnl&tntiYC requirementa approved .
accordan.ce with OMB Circular A'102. P.l.. lI3.288 ....... ~n
.nd .PPhcable Federal ReCUI.tiona. ~n .
14.
. ,
16.
Ie. will comply 'D'ith th~ minimum -ace- and muimun:. houn
pravi.ioru of the Federal F.ir.LAbor Standarda Act. ... they apply to
hocpiw and educational iruLiLutlon nnp!oYC"C'I o( Slat<< and
locaJ ,ov.mmenL&,.
17.
(To the bat of hio knowledce .nd belief) the diauter relid work
dcacribcd on nch Federal Emerrency Manatement Aeency
(FEMA) Proi<<ot Application Cor which Federal Financial ...
liatance ia l'tqunted ia eli,ible in accordance with the criteria
conUined in 44 Code oC Federal Rel\l1atioru. Part 205. .nd
.pplic.ble FEldA Handboolu.
18. The emerrency or diauter l'tlieC work therein dcs<:rib.-d (or
which Federal Asaisuncc ia r<'queued hel'tunder doca not or
will not duplicate b.-nefiu teC\'ind Cor the aame Iou Crom
.nother IOUrce.
19. It will (ll provide without COlt to the United SUtca .11 I.ndi.
e_menl& and riChu-of.....y n<<......,. (or .ccomplishment oC the
.pproved work; (2) hold .nd &an the United SUte. (ree Crom
dam.eCl dur to the .pprond work or F edual Cundinr.
20. Thia ...urance 'ia cinn in conlideration of .nd Cor the purpoae oC
obuininc any .nd .11 Federal rr.nl&. louu. rcimbu_m~nl&. .d.
'.ncCl. contracl&. proprrty, discounu of other Federal Cinancial
...iuane< cxtended alter the date hereoC to the Applic.nt by
FEMA. that luch F~denl Financi.1 asai&unC\' will be utcnded in
reliance on the repre.entation. .nd arrccmenta made In thia ...
lurance .nd Utal th~ United Statn shall han the richt to ....It
Judici.1 enCorcement oC thia uaur.nce. Thia asaunnce il bindine
on the .pplic.nt. iu .ucceaaon, lr.narerea. and asaicnen., and the
penon or personl whoae licn.tur... appear on the rnerse u au.
thoriud to licn thia ...ur.nc~ on b.-h.1l oC the applic.nt.
21. It will comply with th.. nood in.urancr purchue rcquiremenu oC
Section 102(al oC the .100d Dil&St~r Prot<<tion Act oC 1973.
Public Law 93.234. 8; SUt. 975. approftd Dccemb.-r 31. 1973.
Section 102(.) rcquirn. on .nd .rter M.rch 2. 1975. the purch....
or naod inaur.nce in communiti.. where such inaurance ia
av.il.ble u . condition Cor the receipt o( any F~drral CinanciaJ
...isunce Cor conatruction or .cquisition pUrpoon for uae in .ny
.rea that haa ~n identified by thr Director. rrderaJ Emercency
M.n.cemrnt ACency u .n area havinr apeciaJ nood hazardi. The
phr..e "FederaJ lill.nc,al ...i&t.nc~" indudn any Corm oC loan,
rrant. cu.ranty. illlur.nce payment, rebate. subsidy. disuter
aaaiounce loan or crant. or any Olh~r rorm oC direct or indil'tct
FederaJ uai.ltance.
22. It will comply with the iNur.nce r..quirem~nu oC Section 314.
Pt 93.288. to obt.in and m.int.in any other inaurance u m.y b.-
reuon.ble. .dequ.le. &lid neceuary to prot<'Ct acaioat Cunher loea
to .ny propeny which wu repl.ced. reaond. repaired, or con.
Ul'\lcted ...ith lhi.l "'lItance.
23. It will dc{~r Cundinc 01 any projecl& involYiar nuible Cundinc
uatil FEMA maltea . Cnorable environmental clearanC\', il thi.l
ia requited.
2(. It will ...ist the Federal crantor aCency in ita compli.nce with
Section 106 oC lhe N.tionaJ Historic PrftetYation Act oC 1966.
u amended. (16 U.S.C (701. Executive Order 11593, and the
Arr:hrolorical and Historic Preaerntion Act or 1966 (16 U.S.C.
(69..1 et aeq.) by (a) cONullinc with the Sute Hi.lonc !'reser.
vUi~n ~{fjcer on the conduct oC inveaur.tionl. aa nece&aary.
to identlCy properties lioted in or di(ible Cor incluaion in lhe
N.tianaJ Rqiat~r oC Hiotoric pl.ce. that arc .ubject to .dn....
e({ecta (ace 36 CFR Pan 800.8) by lhe activity. and notilyinC
the FederaJ crantor aceney oC lhe eXioteDC~ oC .ny ouch proper-
Ii.... .nd by (b) complyinC with aJl ftquUanenl& ..tabliahed hy
lhe Federal ,rantor qency to avoid or IlLitiC.te .dn.... dC_
upon .ucb propeni....
25. It will. Car any rep.in or CONtl'\lction lil>lACed berewith. COmply
with applicable .tandarda oC aaC~ty, dC>CeDcy and aanitation and
in conCormity with applic.ble codes. apecUlC:ationa and .tan-
ciardi; .nd. will evaluate the n.tural ba%ards in areu in which
the proceed I oC the crant or lo.n are lO be uaed and Uke a~
propriue action to mitiCate IUch huarda" int:ludinc aaCe land
UM and COlUtnlCtioD pnctic...
STATE ASSURANCES
The State acreee to ult. lilY Il~ .ction withla State c.pablliti..
to ~uire complianCe with theM uauranca and al1"Hmenta by the
apphCUlt or to .....me recponaibility to lhe FeckraJ roftl'lllftent lor
LD' ddicienci... not r-.lved to the aatiolactioa oC lhe RqionaJ
DircclOr.
PROFFER FORM
/
/
//
Date:
2/22/96
ZMA # 95-14
Tax Map Parcel(s) # 95A-l Lots 0-33) and
Parcel B
214
Acres to be rezoned from
PRD
to
RA
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or
its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall
be applied to .the property, if rezoned. These conditions are proffered as a part of the
requested rezoning and it is agreed that the limitations: (1) are required or arise because
of the nature of the property and the rezoning sought, and (2) have a re~sonable relation
to the rezoning requested.
(1) within 45 days of the rezoning of the property, the
Owners will submit to Albemarle County for approval a revised
plat of the property with a total number of lots not to exceed
14.
(2) Prior to any further development of the property, the
property shall be resubdivided in accord with an approved plat
constisting of not more than 14 lots.
(3) Access limited to Broomley Road only, and no access
onto Brook Road. This condition shall not prohibit the
connection of a private driveway from the Broomley Farm property
to the roads serving the Ivy Creek property, provided that the
private driveway is not used for subdivision purposes for so long
as it physically connects the Ivy Creek property to Brook Road.
~~;
Lots Owned:
Owner Sianature:
59-A-1 (1, 4, 5-7, 17)
Date Signed:
Thomas E. Worrell, Jr.
59-A-1 (2~3, 9-13, 19-33)
Ivy Creek, Inc.
Date Signed:
By:
Robert M. Smither, Jr., V.P.
59-A-1 (8)
Keepers, Inc.
Date signed:
By:
Robert M. Smither, Jr., V.P.
59-A-1 (14-16)
Worrell Enterprises, Inc.
Date Signed:
By:
Robert M. smither, Jr., V.P.
59-A-1 (18)
Date Signed:
,
F.; Q.-. 2.?-. I c:r It
1rJ-- :J~'1 ~
Date Signed:
Parcel B
Ivy Creek Owners' Association, Inc.
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
PROCLAMATION
Albemarle County Farm Tour Day
the Comprehensive Plan gives highest priority to agriculture and forestry as a land use in the Rural Area; and
the citizens of Albemarle County in the 1994 Albemarle County Plannin~ Needs Survey rated "preserving natural
resources and open space" and "preserving farmland and forested land" as the 4th and 5th most important goals out
of a series of 25 broad goals for the future; arid
agriculture and forestry are major contributors to Albemarle County's economy through market sales, employment,
and the generation of support activities; and
Albemarle County is among the top 25 counties in Virginia for the market value of agricultural products sold; and
it is the land resource which provides the true value of agriculture and forestry to this community, with related
benefits of open space for cleaner air, watershed protection, and wildlife habitat; scenic, rural and historic
landscapes which encourage tourism; and quality of life for all residents; and
maintaining agriculture and forestry also enables the County to grow at a measured and deliberate pace, and to
better plan for services; and
the loss of the agricultural and forestal resource base would pennanently damage the County's economic base and
natural environment; and
the Agricultural and Forestal Industries Support Committee recommended that educational programs be developed
for the public, such as:
· Improving both the County officials' and the general public's understanding of agriculture;
· Promoting appreciation of the rural area by the community, and emphasizing the importance of agricultural
and forestal lands to them; .
· Supporting agricultural education in the classroom, and implementing a farm day for school children; and
· Implementing an educational tour of County farms for the general public, County officials and decision-
making staff; and
the future of agriculture and forestry in Albemarle County depends on the actions of the farm and forest owners,
but also on the support of elected officials and other citizens.
NOW, THEREFORE, I, Charlotte Y. Humphris, Chainnan, Albemarle Board of County Supervisors, do hereby proclaim
MAY 4,1996 as:
ALBEMARLE COUNTY FARM TOUR DAY
and commend the Albemarle Farm Bureau and the Piedmont Environmental Council for helping to educate
the citizens about the importance of farming to our community.
~td~~
. .
DESIGNATION OF APPLICANT'S AGENT
RESOLUTION
BE IT RESOLVED BY Board of Supervisors
(Governing Body)
THAT Melvin A. Breeden
. '" (Name of Incumbent)
OF
Albemarle County
(Public Entity)
- I
Direrror of Pin~nrp
(Official Position)
'" (Name of Incumbent)
is hereby authorized to execute for and in behalf of Albemarle County
, a public entity established under the laws of the State of Virginia ,
this application and to file it in the appropriate State office for the purpose of obtaining certain Federal financial
assistance under the Disaster Relief Act (Public Law 288, 93rd Congress) or otherwise available from the President's
Disaster Relief Fund.
OR
, Governor's Authorized Representative,
THAT Albemarle County , a public entity established under the laws of the State
of Virqinia ,hereby authorizes its agent.to provide to the State and to the Federal
Emergency Management Agency (FEMA) for all matters pertaining to such Federal disaster assistance the assurances
and agreements printed on the reverse side hereof.
Passed and approved this
. 19 :iJe.
Charlotte H:9!flPhris, Chairperson
Board of Supervisors
(Name and Title)
(Name and Title)
CERTIFICATION
I, Ella W. Carey
, duly appointed and
Clerk
of. ,
(Title)
the Board of ;' Suoervisors
, do hereby certify that the above is a true and correct copy of a
resolution passed and approved by the Board of Supervisors of
(Goueming Body)
Albemarle County
(Public Entity)
on the
6ftJ1
Date; M ti rei? . t" / 99 r;,
day of
Mardi.
.19~.
Clerk, Board of Supervisors
(Official Position)
-Namr of incumbrnt nrrd not br prollidrd in thou cG.lr. whrrr thr fOllnninr body of thr public '~ntity de .
incumbrnt of thr dnignatrd official po.ition to npn.ent it.
FEMA Form 90-63, MAR 81
APPROPRIATION REQUEST
FISCAL YEAR
95/96
NUMBER
95061
TYPE OF APPROPRIATION
ADDITIONAL
TRANSFER
NEW
x
ADVERTISEMENT REQUIRED ?
YES
NO
x
FUND
GENERAL
PURPOSE OF APPROPRIATION:
RECLASSIFICATION OF SOCIAL SERVICE REVENUES.
EXPENDITURE
COST CENTER/CATEGORY DESCRIPTION AMOUNT
************************************************************************
$0.00
TOTAL
$0.00
REVENUE DESCRIPTION AMOUNT
************************************************************************
2100024000240110
2100024000240111
2100024000240114
2100033000330020
2100033000330021
2100033000330022
SOCIAL SERVICES-ADMINISTRATION
SOCIAL SERVICES-ASSISTANCE
SOCIAL SERVICES-SERVICES
SOCIAL SERVICES-ADMINISTRATION
SOCIAL SERVICES-ASSISTANCE
SOCIAL SERVICES-SERVICES
($896,252.00)
(192,360.00)
(285,460.00)
896,252.00
192,360.00
285,460.00
TOTAL
$0.00
************************************************************************
REQUESTING COST CENTER:
FINANCE
APPROVALS:
SIGNATURE
DATE
DIRECTOR OF FINANCE
02/26/96
1-~-f?
BOARD OF SUPERVISORS
David P. Bowerman
Charlottesville
COUNTY OF ALBEMARLE
Office of Board of Supervisors
401 Mcintire Road
Charlottesville, Virginia 22902-4596
(804) 296-5843 FAX (804) 296-5800
Charles S. Martin
R ivanna
Charlotte Y. Humphris
Jack Jouell
Walter F. Perkins
White Hall
Forrest R. Marshall, Jr.
Scottsville
Sally H. Thomas
Samuel Miller
March 6, 1996
Mr. James S. Givens
state Secondary Roads Engineer
Virginia Department of Transportation
1401 East Broad Street
Richmond, VA 23219
RE: County Primary and Secondary Road Fund
(Revenue Sharing Program)
Code of Virginia, S 33.1-75.1
Fiscal Year 1996-97
County of Albemarle
Dear Mr. Givens:
The County of Albemarle, Virginia, indicates by this letter
its official intent to participate in the "Revenue Sharing
Program" for the Fiscal Year 1996-97. The County will provide
$500,000 for this program, to be matched on a dollar-for-dollar
basis from funds of the Commonwealth of Virginia.
The County worked with its Resident Engineer, and developed
the attached prioritized list of eligible items of work recom-
mended to be undertaken from these funds. The County also
understands that the program will be reduced on a pro rata basis
if requests exceed available funds.
Sincerely,
~7'~~
Charlotte Y. Humphris
Chair, Board of County Supervisors
len\
Attachment (1)
c: Angela Tucker, Resident Engineer
*
Printed on recycled paper
RESOLUTION AUTHORIZING DONATION TO
CLAUDIUS CROZET PARK, INC.
WHEREAS, Claudius Crozet Park is an entity permitted under
the Code of Virginia to receive donations of money or property
from the County of Albemarle; and
WHEREAS, the Board finds it is in the public interest to
donate funds to support the development of facilities necessary
for this entity to provide services to the community.
NOW, THEREFORE, BE IT RESOLVED that the Albemarle Board of
County Supervisors hereby appropriates and donates to Claudius
Crozet Park, Inc. an amount equal to the fees charged by Albe-
marle for preliminary and final site plan review for the Crozet
Park project, provided, however, the amount shall not exceed
$2,000. Upon certification by the appropriate development review
department, such funds shall be transferred by the Department of
Finance to the revenue accounts of that department or directly to
Claudius Crozet Park, Inc. if the fee has already been paid to
the County.
* * * * *
I, Ella W. Carey, do hereby certify that the foregoing
writing is a true, correct copy of a resolution duly adopted by
the Board of County Supervisors of Albemarle County, Virginia, at
a regular meeting held on
March 6, 1996.
y Supervisors
t<o>IPY
I
N
T
E
R
MEMO
OFF
C E
To:
From:
Subject:
Date:
Melvin A. Breeden, Director of Finance ~ J
Lettie E. Neher, Senior Deputy Clerk ~
Items from Board Meeting of March 6, 1996
March 7, 1996
Attached is the paperwork relating to the following items from the Board's meeting of March 6,
1996:
Agenda Item 6.3. Adopt resolution designating Melvin A. Breeden as County of Albemarle's
Agent regarding FEMA funds for costs incurred during the Blizzard of 1996. A copy of that
resolution is attached. The original was sent to Kaye Hardin, Emergency Services Coordinator.
Agenda Item 6.5. Appropriation: Revenue Reclassification for the Social Services Department-
Form #95061. Original copy attached. Please drop computer form into my General Share.
Agenda Item 11. Discussion: Donations to pay site plan review fees to Christworks Food
Ministries and Claudius. Crozet Park. Attached is the original resolution adopted authorizing a
payment for Claudius Crozet Park. Ian Sprinkle is contact person in the Zoning Department
regarding this item. The request for Christworks was subject to a 3/2/1 vote. It may come back
on the agenda for reconsideration when Mr. Martin is present. You will be notified if that does
happen.
len!
Attachments (3)
'!' .
.
interoffice
MEMORANDUM
topy
to:
from:
subject:
date:
Amelia McCulley, Zoning Administrato~ )
Lettie E. Neher, Senior Deputy Clerk~
ZMA-95-14, Ivy Creek, Inc.
March 7, 1996
Attached is the original resolution approving ZMA-95-14 for Ivy Creek, Inc. Also attached to
this resolution are the original proffers. Ella said the County Attorney advised us that the
originals should be retained in the Zoning Department files.
len!
Attachment
1
~
RESOLUTION TO APPROVE
ZMA-95-14
IVY CREEK, INC.
WHEREAS, in accordance with section 15.1-431 of the Code of
Virginia and Section 33 of the Albemarle County Zoning Ordinance,
a public hearing was advertised, adjoining property owners
notified, and a hearing scheduled on ZMA-95-14 for rezoning
approximately 214 acres from PRO, Planning Residential Develop-
ment, to RA, Rural Areas District, on property more particularly
identified in the zoning application; and
WHEREAS, the Board's review of the application assumes that
the 1994 approval of ZMA-94-10 was premised upon the fact that
the driveway permitted by that approval would be properly gated
to prevent unauthorized access from Ivy Creek Subdivision; and
WHEREAS, this application and the attached proffers are
consistent with the Comprehensive Plan, good zoning practices,
and the prior approval of ZMA-94-10.
NOW, THEREFORE, BE IT RESOLVED that the Board of County
Supervisors of Albemarle County, Virginia, hereby approves
ZMA-95-14 with proffers, the proffers being attached hereto and
made a part of this approval.
* * * * *
I, Ella W. Carey, do hereby certify that the foregoing
writing is a true, correct copy of a resolution duly adopted by
the Board of County Supervisors of Albemarle County, Virginia, at
a regular meeting held on March 6, 1996.
~w
Clerk, Board
Dafe: 2/22/96
ZMA # 95-14
!
~
214
rnurrct\. rUKIVI
Tax Map Parcel(s) # 95A-l Lots (1-33) and
Parcel B
Acres to be rezoned from
PRD
to
RA
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or
its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall
be applied to .the property, if rezoned. These conditions are pro1'f.ered as a part of the
requested rezoning and it is agreed that the limitations: (1) are required or arise because
of the nature of the property and the rezoning sought, and (2) have a reasonable relation
to the rezoning requested.
(1) Within 45 days of the rezoning of the property, the
Owners will submit to Albemarle County for approval a revised
plat of the property with a total number of lots not to exceed
14.
(2) Prior to any further development of the property, the
property shall be resubdivided in accord with an approved plat
constisting of not more than 14 lots.
(3) Access limited to Broomley Road only, and no access
onto Brook Road. This condition shall not prohibit the
connection of a private driveway from the Broomley Farm property
to the roads serving the Ivy Creek property, provided that the
private driveway is not used for subdivision purposes for so long
as it physically connects the Ivy Creek property to Brook Road.
Lots Owned:
59-A-l (1, 4, 5-7, 17)
Date Signed: cJ-J3-Cjl:,
59-A-1 (2-3, 9-13, 19-33)
Date Signed:
;:; - d :;_-CI6
59-A-1 (8)
Date signed: ,:) -;+ ?'-9k
59-A-1 (14-16)
Date Signed:
d - 02 s-q\,c
59-A-1 (18)
Date Signed:
Date signed:
Parcel B
Date Signed:
:) - :) -:; -q 6
Owner Siqnature:
\fJ~~CJ~^~
Thomas E. Worrell, Jr.
Ivy Creek, Inc.
.q~~~r..
V.P.
Keepers, Inc.
By:QQ~~.~--.Qj/
Robert M. smit~YJr., V.P.
Worrell Enterprises, Inc.
.GilJt ~.~
Robert M. Smither, Jr ,
V.P.
Alexandra Welsh
George Welsh
:~ation.
obert M. Smither, r., V.P.
Inc.
....
./
/
//
PROFFER FORM
Date:
2/22/96
ZMA# 95-14
Tax Map Parcel(s) # 95A-1 Lots 0-33) and
Parcel B
214
Acres to be rezoned from
PRD
to
RA
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or
its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall
be applied to .the property, if rezoned. These conditions are proffered as a part of the
requested rezoning and it is agreed that the limitations: (1) are required or arise because
of the nature of the property and the rezoning sought, and (2) have a re1:lsonable relation
to the rezoning requested.
(1) Within 45 days of the rezoning of the property, the
Owners will submit to Albemarle county for approval a revised
plat of the property with a total number of lots not to exceed
14.
(2) Prior to any further development of the property, the
property shall be resubdivided in accord with an approved plat
constisting of not more than 14 lots.
(3) Access limited to Broomley Road only, and no access
onto Brook Road. This condition shall not prohibit the
connection of a private driveway from the Broomley Farm property
to the roads serving the Ivy Creek property, provided that the
private driveway is not used for subdivision purposes for so long
as it physically connects the Ivy Creek property to Brook Road.
Lots Owned:
Owner Siqnature:
59-A-1 (1, 4, 5-7, 17)
Date Signed:
Thomas E. Worrell, Jr.
59-A-1 (2~3, 9-13, 19-33)
Ivy Creek, Inc.
Date Signed:
By:
Robert M. Smither, Jr., V.P.
59-A-1 (8)
Keepers, Inc.
Date Signed:
By:
Robert M. Smither, Jr., V.P.
59-A-1 (14-16)
Worrell Enterprises, Inc.
Date Signed:
By:
Robert M. Smither, Jr., V.P.
59-A-1 (18)
Date Signed:
,
t: Q,... 2..?-. , r Ct
::;,J- ')~/1~
Date Signed:
Parcel B
Ivy Creek Owners' Association, Inc.
,
.
':c' b 0,,:,.,. ,3'-/ -C;;./
il.i~....,"';" .."V IJ\JJ. J .,~~.,''''"-__,_.,....~~
~eodl item N\.l, ~e~.!:.d-
RESOLUTION TO APPROVE ZMA-95-14
IVY CREEK, INC.
Whereas, in accordance with section 15.1-431 of the Code of Virginia
and Section 33 of the Albemarle County Zoning Ordinance, a public hearing was
advertised, adjoining property owners notified, and a hearing scheduled on
ZMA 95-14 for rezoning approximately 214 acres from PRD, Planned Residential
Development to RA, Rural Areas District on property more particularly identified in
the zoning application; and
Whereas, the Board's review of the application assumes that the 1994
approval of ZMA 94-10 was premised upon the fact that the driveway permitted by
that approval would be properly gated to prevent unauthorized access from Ivy Creek
Subdivision; and
Whereas, this application and the attached proffers are consistent with
the Comprehensive Plan, good zoning practices, and the prior approval of
ZMA 94-10.
Now, Therefore, Be It Resolved that the Board of Supervisors of
Albemarle County, Virginia hereby approves ZMA 95-14 with proffers, the proffers
being attached hereto and made a part of this approval.
I, Ella W. Carey, do hereby certify that the foregoing writing is a true,
correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle
County by vote of _ to _ on March _, 1996.
Clerk, Board of County Supervisors
ZMA95-14.WPD
~
01-/"7'
, ,,' v > ,,,. "" {I _~_
t!1,~4rl:,.,111ou ~ LA.,.,a.U. ----.--
t...,."...".< . 0 21. '. 7
IUn 9~ ;t .-
~e"d. \ltlll IW. T-...~-._.
COUNTY OF ALBEMARLE
Dcpt. of Planning & Community Development
401 Mcintire Road
Charlottesville, Virginia 22902-4596
(804) 296-5823
~:-.~
.. ,,. w'
-- ~----......
December 18, 1995
.......,.......__......"C""""""'''_u.,..'',.-..'-
Dennis Rooker, PC
115 South Pantops Drive
Charlottesville, VA 22901
RE: ZMA-95-14 Dennis Rooker/Ivy Creek, Inc ETAL
Dear Mr. Rooker:
The Albemarle County Planning Commission, at its meeting on December 12, 1995, by a motion
of 5: 1 : 1, recommended approval of the above-noted petition to the Board of Supervisors.
Following is the verbatim motion made by Mr. Dotson at the December 12 meeting:
"I move for approval of ZMA-95-14 with the proffers as stated and amended, and in
making that motion, 1 state it was my assumption in the 1994 [rezoning] action that the
private drive would be gated and that it is that presumption that makes me feel this
zoning map amendment is a good thing. It is consistent with the plan, it considerably
reduces the density in the watershed and has a number of things very much in favor of it.
(Mr. Dotson further clarified that the proffers referred to in his motion are numbers # 1
and 2 dated November 7 and #3 as amended by Mr. Rooker's December 4th letter)."
Please note that the Albemarle County Board of Supervisors will review this petition and receive
public comment at their January 10, 1996 meeting. Any additional information must be
submitted to the Clerk to the Board of Supervisors at least one week prior to the meeting
If you have any questions or comments, please do not hesitate to contact me.
Sincerely,
~~~.~
Ronald S. Keeler
Chief of Planning
cc:
Fred Payne
10 Higgins
~lia McCulley
..AlIa Carey
~
Everyone in this situation agrees, as proffer #3 states, that Ivy Creek subd has
no legal access onto Brook Road in Farmington. The parties agreed back in
1980 that there would be no access for what was assumed would be 33 houses.
The rezoning before us cuts that number in half, but it is still important for f~;Z-l.t
~ who live on the narrow Brook Roado- 0lA RM.-dJ
In 1994, we allowed Mr. Worrel to build the driveway that is so much under
discussion now. We had assurances face-to-face from the farm manager, the
applicant's written justification, and our own staff report, all saying that THAT
driveway would be gated -- you can see these hi-lited on the last 3 pages of
our background materials, if you want to. (not the gate that already exists right
at Brook Drive).
The issue of a gate is important largely because gates would help ~
neighbors that there will be no access. Otherwise, I can imagine the
neighbors' having to screen users on their own roads. I actually live next door
to a subdv. that tried to do that -- it's not something any subdv. would want to
undertake. Without gates, enforcement can be difficult, even though everyone
today agrees t4at there is no legal access.
So I move for approval of ZMA-95-14 with the three proffers as stated, and in
making that motion, I state it was the Board's assumption in the 1994 rezoning
action (ZMA-94-1O) that the new private drive would be gated in order to
prevent unauthorized access from Ivy Creek subdivision. I feel this zoning
map amendment is a good thing as long as we include this statement about our
assumption regarding the 1994 decision that allowed the driveway to be built.
The rezoning is consistent with the Comprehensive Plan, it considerably
reduces the density in the watershed and brings the property int9-. conformance
with existing Rural Areas zoning. I appreciate Mr. Worrell's~r-@Spoosible-- .
--stew.ardship of that land. {)rWJ.;JJi;;ct dJwry'-"CI
--.
02121/96
15:14
'5'804 977 7428
DENNIS S ROOKER
f4J 002/002
~
flJennis S. !l(po~ P.C.
DENNIS S. ROOK!l:R
P"IIIOINT
February 21, 1995
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FAX 977-7428
A PROFIi:SSIONAL LI!(;AL CORPORATION
115 SOUTtl PANTOPI!; D/lIV!!:
CHARLOTTISVILLE. VIROINIA 22901
AtlMITTtD TO PRACTICE LAw IN
VIRGINIA, WEST VIROINIA A,...Q FI..ORIOA
Mr. Ronald S. Keeler
Chief of Planninq, Albemarle County
Department of Planning and Community Development
401 McIntire Road
Charlottesville, VA 22902
RE: ZMA-95-14 Ivy Creek, Inc.
Dear Ron:
At the request of the Albemarle County Attorney, we have
agreed to change the third proffer with respect to the above-
referenced matter to read as follows:
(3) Access limited to Broomley Road only, and no access
onto Brook Road. This condition shall not prohibit the
connection of a private driveway from the Broomley Farm property
to the roads serving the Ivy Creek property, provided that the
private driveway is not used for subdivision purposes for so long
as it ppysicallY connects the Ivy creek property to Brook Road.
The only change in the proffer is that the word
"subdivision" in the fourth line has been changed to the words
"Ivy Creek property." This is a chanqe for clarification
purposes only. You can consider this letter as a commitment by
the applicants; however, I will not be able to obtain a signed,
revised proffer form for approximately one week. Thank you.
Sincerely,
~~
Dennis S. Rooker
DSR/ap
cc: Mr. Larry Davis
Clerk of The Board of Supervisors
...
1 15 SOUTH PANTOPS DRIVE
RECErVED
FEB 5 \996
Planntng Dept.
f}Jennis S. !1WORg0 P. C.
A PROFESSIONAL LEGAL CORPORATION
CHARLOTTESVILLE, VIRGINIA 22901
ADMITTED TO PRACTICE LAW IN
VIRGINIA, WEST VIRGINIA AND FLORIDA
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i i (804)'977-7424
DENNIS S. ROOKER
PRESIDENT
January 30, 1996
13
FAX 977-7428
:J
~,.~-(,
Mr. Ronald S. Keeler
Chief of Planning, Albemarle County
Department of Planning and Community Development
401 McIntire Road
Charlottesville, VA 22902-4596
RE: ZMA-95-14 Ivy Creek, Inc.. et. al.
Dear Ron:
Enclosed herewith is the Amended Proffer in connection with
the above referenced zoning. Please call me if you have any
questions concerning this matter. Thank you.
Sincerely,
~.
Dennis S. Rooker
DSR:dsm
enclosures
cc: Edwin M. Freakley
DRAFr
.1
Original Proffer
Amended Proffer --x-
(Amendment # )
PROFFER FORM
Date: Dec. 13, 1995 ZMA# 95-14
214
Tax Map Parcel(s) #59A-1 tots 0-33) and
Parcel B
Acres to be rezoned from
PRD
to
RA
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or
its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall
be applied to .th.e prop~rty, if rezoned. Th~s~ c~nditions are pro~ered as a part of the
requested rezoning and It IS agreed that the limitations: (1) are required or arise because
of the nature of the property and the rezoning sought, and (2) have a re~sonable relation
to the rezoning requested.
(1) within 45 days of the rezoning of the property, the
Owners will submit to Albemarle County for approval a revised
plat of the property with a total number of lots not to exceed
14.
(2) Prior to any further development of the property, the
property shall be resubdivided in accord with an approved plat
constisting of not more than 14 lots.
(3) Access limited to Broomley Road only, and no access
onto Brook Road. This condition shall not prohibit the
connection of a private driveway from the Broomley Farm property
to the roads serving the subdivision, provided that the private
driveway is not used for subdivision purposes for so long as it
physically connects the Ivy Creek property to Brook Road.
Lots Owned:
59-A-1 (1, 4, 5-7, 17)
Date signed: r- 1-0 I (q<1C::>
59-A-1 (2-3, 9-13, 19-33)
Date signed: ~. .:10) 199b
59-A-1 (8)
Date Signed: ~. 010 J 19't{."
59-A-1 (14-16)
Date Signed: r' d-Ol ('1C}t:,
59-A-1 (18)
Date Signed:
Date Signed:
Parcel B
Date signed:~' ~01 \'1q",
Owner Siqnature:
~.?0~~
Thomas E. Worrell, Jr.
Ivy Creek, Inc.
By:G1tw\~V
Robert M. Smither, Jr., V.P.
Keepers, Inc.
By~.gt~~r, Jr., V.P.
. Worrell Enterprises, Inc.
Jr., V. P.
Ivy Creek Owners' Association, Inc.
ByS~?Jq~M~
Robert M. Smither, Jr., V.P.
, ~~~OW~
FARMINGTON PROPERTY OWNERS ASSOCIAT'
POST OFFICE BOX 5321 . I! tal I 0
CHARLOTTESVILLE, VIRGINIA 22905 II """
1
i ~
~O I\RD OF SUPERVISQ!l~
Tuesday, January 9, 1996
The Honorable Sally Thomas
Albemarle County Board of Supervisors
Samuel Miller District
90 1 West Leigh
Charlottesville V A 22901
Re: ZMA 95-14 -- Ivy Creek, Inc., ~
Dear Mrs. Thomas:
This will summarize the position of the Farmington Property Owners Association
with respect to the application noted above.
The Association is satisfied with the recommendation of the 1=ounty Planning
Commission arrived at at its meeting of December 12, 1995. However, I wish to
emphasize that our satisfaction derives from the fact that, in making the motion to
recommend approval of the application, Commissioner Dotson recited that the 1994
decision of the County to permit the newly-constructed private drive connecting the Ivy
Creek subdivision and Broomley Farm was predicated on the County's understanding
that the drive was to be gated. (I enclose a copy of the Planning CommIssion's December
12 recommendation, plus a map of the relevant area.)
As you know, the roads in Farmington are private, very narrow and already are
barely adequate to handle the traffic on them. Additional traffic will pose real safety
problems, and our Association believes that a new set of gates on the Ivy Creek-
Broomley drive are needed to ensure that there will be no access over the drive onto the
roads in Farmington. Our concerns about traffic and safety were explained at some
length to the Planning Commission, and I will not repeat them here, exc~pt to refer you to
our Association's November 3 letter to the Planning Commission and Mr. Frederick
Payne's December 5 letter to Mr. Rooker, copies of which are attached for your
convemence.
The record of the Planning Commission's consideration of the application to
construct this drive (ZMA 94-10) makes unmistakably clear that Mr. Dotson's statement
about gates on the drive is accurate. The written application, testimony given to the
Planning Commission and the recommendation to the Commission from its staff all
indicate an unambiguous promise that the drive itself will have gates to prevent its use as
a throughway into Broomley Farm and thence onto Brook Road in Farmington. (I
enclose a copy of these citations for your review.)
Our Association believes that in order to avoid future misunderstandings it is
important that the record be made clear that the County always has understood that the
drive was to be gated to prevent public entry. We believe this to be necessary especially
since the applicant's attorney made surprising statements last month to the Planning
Commission which repudiate the 1994 assurance that the drive would be closed off from
unauthorized traffic entering from Ivy Creek by new security gates. These statements
flatly contradict the Commission's official records.
As long as the Board of Supervisors' action takes official note of the legislative
history of this issue in a manner similar to that of the Planning Commission, our
Association is prepared to support the above-referenced application. Otherwise, we must
reluctantly request that the Albemarle County Board of Supervisors deny the application.
~ truly yours,
'\'(J~~
Richard S. Strickler, Jr.
President
Enclosures
cc: Ms. Ella Carey, Clerk of the Board of Supervisors
David Sutton, Esq. (President, Farmington Country Club, Inc.)
Dennis S. Rooker, Esq.
Frederick W. Payne, Esq.
01-02-1 '3'36 07: 29PM FROr'l PA''(l~E K HODOUS
TO
9797977 P.07
I
December 18, 1995 i
I
COUNTY OF ALBEMARLE
DcpL of Planning & Community Development
401 McIntire Road
Charlottesville, Virginia 22902-4596
(804) 2%-5823
Dennis ROQker, PC
.. I
115 SouthPantops rive
Charlottesville, VA 2901'
RE: ZMA~95~14 Depnis RookerlIvy Creek, Jne ETAL
I
Dear Mr. Rooker: I
The Albemarle coutty Plann. i. ng Commission, at its meeting on December 12, 1995, by a mo ion
of 5:1 :1, recommen ed approval of the above-noted petition to the Board of Supervisors.
Following is thever atim motion made by Mr. Dotson at the December 12 meeting:
"[ move for ~pproval ofZMA-95-14 with the proffers as stated and amended, and in
making that fotion, I state it was my assumption in the 1994 [rezoning] action that th'
private drivel would be gated and that it is that presumption that makes me feel this
zoning map ~11endment is a good thing. It is consistent with the plan, it considerably
reduces the density in the watershed and has a number of things very much in favor 0 it.
I
(Mr. Dotson l~rther clarified that the proffers referred to in his motion are numbers # 1
and 2 dated rovember 7 and #3 as amended by Mr. Rooker's December 4th letter)."
Please note that the klbemflrte County Board of Supervisors will review this petition arid ree t~e',
public comment at leir Jalmary 10, 1996 meeting. Any additional information must he
submitted to the CI k to the. Board of Supervisors at least one week prior to the meeting
If you have any que .tions or comments, please do not hesitate to contact me.
.~, ..'
Sincerely,
~
Ronald S. Keeler
Chief of Planning
ec: ~payne
Jo Higgins
Amelia McCulley
Ella Carey
SECTION 59AJ
7 J ~ 11/ I ,If / / / 1/
25
248
n","
FARMINGTON PROPERTY OWNERS ASSOCIATION
POST OFFICE BOX 5321
CHARLOTTESVILLE, VIRGINIA 22905
November 3, 1995
Members of the Albemarle County Planning Commission
Re: Ivy Creek, Inc. -- ZMA 95-14 -- Position of Farmington Property Owners
Association
Ladies and Gentlemen:
On behalf of the Board of Directors of the Farmington Property Owners
Association, I am submitting the position of the Association regarding the above-
captioned application. I apologize, in advance, for not having this prepared in time for
distribution with your staff materials, but the short time available since we became aware
of the application has not allowed us to act that quickly.
We plan to appear at your meeting of November 7 to clarify any issues which may
remam.
v ~7 truly yours,
~ \ ~Q~(,\ ^j~\-~J\
Richard S. Strickler, Jr.
Director
Enclosure
cc (wi enclosure): The Honorable Sally Thomas
Dennis S. Rooker, Esq.
Mr. Ronald S. Keeler
Frederick W. Payne, Esq.
F ARMINGTON PROPERTY OWNERS ASSOCIATION
POST OFFICE BOX 532 I
CHARLOTTESVILLE. VIRGINIA 22905
November 3, 1995
This statement presents the position of the Farmington Property Owners
Association with respect to ZMA 95-14.
We understand that the application has been amended by the proffer oftwo
conditions, namely, (1) presentation of a plat of subdivision of the Ivy Creek property
into not more than 14 lots within not more than 45 days after rezoning, with a related
prohibition on development prior to the recordation of such plat; and (2) a prohibition
against access from the Ivy Creek property on to Brook Road in Farmington. The
Association applauds the decision of the developer to reduce the number of lots in the
proposed development (from 33 to 14, the maximum permitted under RA zoning).
Likewise, the Association believes that the prohibition against access from the Ivy Creek
property through Farmington is appropriate. Therefore, the Association interposes no
objection to this application as so stated. However, the Association wishes to clarify the
record with respect to the further development of the Ivy Creek and related properties.
The Association is composed of all owners of property in Farmington. Along
with the Farmington Country Club, the Association is responsible for the maintenance of
the privately-owned roads in Farmington. While charming in appearance, the roads are
very narrow and are barely adequate for the traffic which they now serve. They are
totally inadequate for additional development. Therefore, the Association has
consistently opposed, and will continue to oppose, any development which seeks access
through Farmington. The Ivy Creek property continues to have, as an appurtenance,
certain rights to use the roads in Farmington. ZMA 95-14 impacts this situation in that
the language of the second proffered condition, while legally suspending the ability of the
developer to exercise these rights of use, expressly authorizes the construction of a road
(or driveway) which, in practical effect, connects the Ivy Creek property to Farmington
through the parcels collectively referred to as Broomley Farm.
This driveway was originally authorized by action ofthe County in 1994,
designated ZMA 94-10. Because of an error in notification, neither the Association nor
the owners of any of the adjacent Farmington properties was notified ofZMA 94-10, and
the approval is therefore legally void. The first indication which the adjacent Farmington
owners had that the road was to be built came a few weeks ago when the road was seen to
be under construction. Had the Association, or its members, been notified of the
proposal, the road would not have been built before these issues could be resolved by the
County.
~~_~_~J\V~. U-)
V:;, \'Ww ~"5 .
- ~~~ S\n(:~.\.t.('
\/o('\L~
The Association recognizes that some of the constituent parcels of Broomley
Farm -- in common with two homes in the Farmington subdivision which abut Broomley
Road -- have the right to access the roads in Farmington and that the owner of Broomley
has a right to access Ivy Creek Drive and/or Broomley Road. The Association has no
objection to the owner of Broomley accessing the Farmington roads in order to serve
those Broomley Farm parcels which have a right to be so served. However, the
Association objects strongly to these rights being extended to any additional use of the
Farmington roads, by way of the new road or othefW'ise. It has been, and remains, the
desire of the Association to come to a "global" resolution of all of the relevant issues with
the developer prior to the hearings on ZMA 95-14, but the developer is unwilling even to
discuss such a resolution.
Therefore, the Association urges the Planning Commission and the Board of
Supervisors to make clear, for the record, that their intent, in permitting the construction
of the new road mentioned in the second proffered condition (and in ZMA 94-10), is, and
always has been,
(1) to permit only a private driveway for Broomley Farm;
(2) that this driveway may not be used for subdivision purposes for so long as
it physically connects the Ivy Creek property to Brook Road; and
(3) that this driveway may not be used as a connection between Brook Road
and the Ivy Creek property, or any property other than the dominant
portions of Broomley Farm, but must be closed off from the public by a
system of gates such as the one the developer already proposes to install.
While this action to clarify the record will not finally resolve all the issues as the
Association wishes, and still leaves open the problems of enforcement, such a statement
would go a long way toward alleviating the Association's concerns. The record
demonstrates that the Association cannot effectively protect its members without the
County's help:
(a) In 1981, this developer attempted a similar maneuver by constructing,
without County approval, a road which would have connected a portion of the Ivy Creek
property with Brook Road through the driveway of the Farmington property known as
"Fieldstone." The Association objected, the County listened and the connection was tom
up.
(b) While assuring everyone that the road is purely for his private use, and
pointing with pride to a handsome set of gates, the developer refuses to commit to
maintaining such gates in existence. On the contrary, the developer now maintains that
the gates are purely his own concern, to be erected or removed at his will. Without such
2
gates, the open driveway will be an invitation to violations of the "no access" condition
and will make the condition itself unenforceable.
(c) In promotional conversations with Farmington's residents, the developer's
manager maintains that a long-range plan for Ivy Creek and Broomley is for a "family
park," with long-term dedicated open space (with the concomitant benefit of land-use tax
treatment). Yet the developer's attorney, in refusing to negotiate, informed the
Association's counsel that this developer
(1) "cannot" commit to such a plan;
(2) must, on the contrary, keep his options open;
(3) may wish to develop "two parcels for his children" -- which may be
20 acres -- or 10 -- or 5...; and
(4) may choose to cut off six more parcels, which (he maintains) will be worth
dramatically more on the open market if they have "a Farmington
address. "
The Association is prepared to shoulder the burden of enforcing its rights and of
assisting the County in enforcing its decisions. But neither the Association nor the
professional zoning staff of the County can enforce the law effectively unless the
Planning Commission and the Board of Supervisors leave a record oftheir intent in this
matter which is unmistakably clear, consistent and unambiguous, If the developer really
means what he says, such a statement of intent should pose no problem for him and will
give great comfort to his neighbors. The Association respectfully asks that you build
such a record to give certainty to the County's own staff, as well as to the private parties
concerned.
Respectfully submitted on behalf of the Board of Directors,
F ARMINGTON PROPERTY OWNERS ASSOCIATION
By ~~
Richard S. Strickler, Jr., Directo~
B~2A~(
William W. Dunn, Director
3
:
Payne & Hodous
Attorneys at Law
412 East Jefferson Street
Charlottesville, Virginia 22902
Frederick W. Payne
Robert P. Hodous
Donna R. DeLoria
Telephone: 804-977-4507
Facsimile: 804-977-6574
December 5, 1995
Dennis S. Rooker, Esquire
115 South Pantops Drive
ChMlotte~e, VrrgUria22901
Via fax no. 977-7428
File 274-95--WorrelllIvy Creek
Dear Dennis:
'Ibis will acknowledge receipt of yours of yesterday afternoon. My clients are disappointed
by your client's abrupt change of position with respect to the issue of controlling access to the new
road and find this change unacceptable.
While the prohibitions on use of the road by the public and for subdivision purposes are
helpful, without gates these prohibitions \\ill pose a continuing--and likely insuperable--enforcement
problem My clients Me still mindful of the fact that your client has tried, on two separate occasions
(in 1980 and again in 1981), to connect the Ivy Creek property to Brook Road (once directly and
later through. Fieldstone), and it was only the intervention of the County which prevented this
happening at that time.
What most concerns my clients about your present position is that the gates have, since the
connector road was first proposed in 1994, been held out as an integral part of your client's plan, and
it is plain from the record that the gates were essential to the approval of the road at that time:
The 1994 zoning application expressly represented that gates would be installed;
your client's authorized representative (Mr. Harvey) confirmed this on the record
before the planning commission;
the planning staffs recommendation relied on the existence of the gates; and
the commission (as evidenced by members' comments at the meeting) likewise relied
on these gates.
Now, notwithstanding this record (as shown by the documents reported by Mr. Keeler on November
21), your client takes the position that the gates are none of the County's affarr. If my clients had
known of the proposal to build the road, they would have insisted that the road not be allowed at all:
Dennis S. Rooker, Esquire
Page 2
December 5, 1995
or, at a minimum, that the construction of the road be expressly conditioned on the erection of the
gates. I am satisfied from the record from 1994 that the County would have agreed at that time.
However, since my clients did not receive the notification to which they were entitled, they had no
opportunity to urge that this be done and are now confronted with having to make the best of a bad
situation.
Therefore, my clients must respectfully oppose the current application unless the approval is
expressly made subject to the legislative findings expressed in Mr. Strickler's letter of November 3.
It: for any reason, the commission and the board are unable to make the findings we
encourage, we must urge that the application be denied and the zoning remain as it was originally
approved in 1980. Because of the defect in the notification of the 1994 application, we believe that
the law is clear that the authorization to build the road in 1994 is without effect; the 1980 PRD
conditions (including condition 11) remain in effect; and the road was built in violation of those
conditions. In light of the zoning administrator's reading of those conditions in 1994--which was
never appealed and in which your client has acquiesced--I am satisfied that this position will prevail
if it becomes necessary to enforce it.
Weare convinced that the denial of the instant application will, under these circumstances,
be in the interest of everyone concerned, including the County and the residents of Farmington. Even
if the property continues to be zoned PRD, your client will be under no compulsion to complete the
development. To the extent that your client truly desires to maintain the rural character of the area
and is, as you continue to maintain "not a developer", the property will remain undeveloped, and
everyone's objectives will be satisfied. It: on the other hand, your client decides to proceed with the
development of Ivy Creek PRD, the prohibition of access to Brook Road, as expressed in the 1980
condition, will adequately protect Farmington by requiring that the new connector road be closed.
1
Finally, I find disingenuous the position you expressed at the November.% planning
commission to the effect that the County has no authority to control the access between Ivy Creek
Drive and Broomley farm. I note, in particular, that Broomley Farm was the applicant in ZMA 94-10
and appeared before the County to encourage approval of that application. We agree with the
position of the County's staff in its report for ZMA 94-10 that Broomley Farm is subject to the
County's control since it is the party which is seeking access from Ivy Creek Drive through the new
road which ultimately connects to Brook Road.
Based on the foregoing, I must respectfully disagree with your statement that your client has
"gone the extra mile". On the contrary, it is your client that is seeking to change the situation. My
clients, by contrast, are merely seeking to hold your client to the terms which has consistently
proposed up until now: Namely, that there be no public access from Ivy Creek Drive and that this
Dennis S. Rooker, Esquire
Page 3
December 5, 1995
restriction be made practically enforceable by the erection of gates to prohibit unauthorized access.
Sincerely yours,
~~~
7
Frederick W. Payne
fc: Richard S. Strickler, Jr., Esquire--979-7977
Mr. Ronald S. Keeler--972-4060
David G. Sutton, Esquire, President, Farmington County Club--293-3701
401 Mcintire Road
Charlott~a....ille:. V'11'9ioo 22902.45%
(804) 296-5823
MEMORANDUM
TO:
Albemarle COWlty Planning Commission
DATE:
Ronald S. Keeler. Chief ofPlanni.o.g p...~'(--
Novemwr21,1995
FROM:
RE:
ZMA-'i5-14 hy Creek BTAt
During review of the above-n:f~renced petition, question arose t1S to the extent 10 which "gatcs'~
were discussed under prior review (i.e. w ZMA-94-10).
Attached please find the:: statTreport., Platming Commission m..inutes. and applicunL'~ wrillco
ju.~tificati()n fOr ZMA-94-lO. 'Please note on page 2 of the staff report. prepared by Bill Fritz
(AtLachment A):
The drive will be private and gated which will preclude its U5C as a through public I
connection yom Tvy Creek through Farmington. Therefore, approval of this request docs
not appear to be contmry to the intent of ZMA-80-16.
During the Commis.sion heMing. Mrs. Huck Ie inquired and tbe applicant responded about gating I
(Attachment B). The applicant's written justification included statements about gating
(Attachment C).
RSK;Jcf
ATTACHMENTS
STAFF PERSON:
PLANNING COMMISSION:
BOARD OF SUPERVISORS:
WILLIAM D. FRITZ
AUGUST 9,1994
SEPTEMBER 14, 1994
ZMA-94-10 BROOMLEY FARM
Petition: Broomley Farm petitions the Board of Supervisors to amend ZMA-80-16 to permit
modification of access. Property, described as Tax Map 59Al, Parcel B, is a portion of open
space for the Ivy Creek P.R.D. This property is located on the south side ofIvy Creek Drive
approximately 200 feet' east of Broomley Road in the Samuel Miller Magi~terial District. This site
is not located within a designated growth area (Rural Area 3).
Character of the Area: Broomley Farm is developed with a dwelling and several farm buildings.
Currently, access to the farm is over Broomley Road and Brook Road (in Farmington). A
security gate is located at the end of Broomley Road near its intersection with Ivy Creek Drive.
Applicant's Proposal: The applicant is proposing to construct a driveway to Ivy Creek Drive
which intersects Broomley Road. While access to Broomley Road already exists the purpose of
the proposed connection is to allow Broomley Farm to use the security features of the Ivy Creek
development. Access to Broomley Road would be maintained for farm use. The applicant has
submitted a description and justification for the request. In addition, replacement proffer
language is proposed (Attachment C).
RECOMMENDA TION: Staff has reviewed this request for compliance with the original intent
of ZMA-80-16 and recommends approval.
Plannine and Zonine Historv: The zoning for the Ivy Creek development was established on
November 5, 1980. (See Attachment D)
Comprehensive Plan: This site is located in the Rural Areas of the Comprehensive Plan. No
resources are identified in the Comprehensive Plan Open Space Plan.
SUMMARY AND RECOMMENDATION:
i The original approval for the Ivy Creek development prohibited any connection to Brook Road.
. The intent of this was to prohibit access through the existing Farmington development. While this
petition does not propose a connection between Brook Road and Ivy Creek Drive for the use of
1
... the Ivy Creek development. the connection will physically exist. Staff notes that currently
Broomley Farm has access to Broomley Road (at Flordon to the south oflvy Creek) and Brook
Road. Therefore. the proposed driveway will not represent significant alteration of the existing
pattern of access. Staff has prepared a map showing the existing and proposed road layout
(Attachment E). Attachment B notes the location of access to Ivy Creek Drive and the portion of
open space to be crossed is not useful as recreation area. The areas designation as open space
was to prevent a spite strip or odd shaped lot. both of which are prohibited.
1 The drive will be private and gated which will preclude its use as a through public connection
from Ivy Creek through Farmington. Therefore. approval of this request does not appear to be
contrary to the intent ofZMA-80-16.
Staff can identitY no negative factors to this application and recommends a,pproval of the request.
I
Staff recommends that proffer 11 of ZMA-80-16 be amended as follows:
II. Access limited to Broomley Road only. and no access onto Brook Road. This condition
shall not prohibit the connection of a private driveway from the BroornIey Fann property
to the roads serving the subdivision.
A ITACHMENTS:
A - Location Map
B - Tax Map
C - Applicant's Infonnation
D - Agreements for ZMA-80-16
E - Map of Road Layout
2
--------------
ZMA-94- JO BroomleyI -!!!...)nc - Proposal to amend ZMA-80 . to pennit modification of
access. Property, descr.. -d as Tax Map 59 A I, Parcel B is a po, "on of Ihe open space lor Ihe
Ivy Creek P.RD. This area is on Ihe sonth side of Ivy Creek Drive approximately 200 feet
east of Broomley Road in the Samnel Miller Magisterial District This site is not located
within a designated growth area (Rural Area 3).
Mr. Fritz presenled the staff report. Staff recommended approval snhject to Ihe acceptance of
an amended proffer No. I J.
Ms. Hnckle asked where the gate would he located. (Mr. Fritz could not answer.) Ms.
Huckle was of the underslanding Ihal only Broomley Fann would have access to the gale.
Mr. Nitchmann asked if YDOT had had any comments about the closeness of the access to a
sharp curve. Mr. Fritz responded negatively.
The applicant was represented by Mr. Simon Harvey. He otTered to answer questions. He
I confinned the exislence of a gate from the enlrance to Broomley Fann 10 Brook Road. He
explained two new 'ales wonld be added--!1.ne "at the end of Ihe new drivew."..l' and anoth;
w lIC will stop access from the arm entrance to the main house." He explained: "What
we're really trying to do is separate the fann from the main house so the main house will
have it's main entrance, which is what we are asking for, and Ihen Ihe entrance otT Broomley
Road will just be a fann entrance for deliveries to the farm, etc."
8-9-94
\
StatT confinned that this requesl was betore the Commission because of the crossing of the
open space. (Mr. Fritz con,jrmed the applicant conld inslall as many gates as he wished.)
6
Mr. Fritz staled Ihal thongh he had received a lot of phone callsa~o~t this Proposal, he had
heard no negative comments.
Tllere being no pnblic comment, the.maUer Was placed before the Commission.
MOTION: Ms. ImhotT moved that ZMA-94-1O for Broomley Fanl1, Jnc. be recommended to
tile Board of Supervisors for approval subject 10 the acceptance of the fOllowing amendment
to Proffer No. I J:
Access limited to Broomley Road mi!.v, and uo access onto Brook Road. This condition shall
not prohibit the connection of a private driveway from the Broom ley Fann' property to the
roads serving the subdivision.
Mr. Dotson seconded the motion which passed unanimolls/y.
. --------------
I ATTACHMENT Cl
DESCRIPTION OF REQUES'i: (Please attach additior.._.1. information as needed)
AmeAdment of ZMA 80 16 hy rpr'~~ing exiR~in~ p~r~cr~ph '1 wi~h ~hp ~nllnMiq8'
11. Access limited to Broomley Road only, ~nrl no ~~~PQQ nn~n Rrnnk Road
This condition shall not Drohihi~ ~hp ~onnp~~inn of a 9rivate driveway
from the Broomley Farm property to the roads servin~ ~he suhdivision.
I
JUSTIFICATION OF REQUEST: (Please attach additional information as needed)
The owner of Broomle Farm wants to install a rivate drivewa servin his residence.
Drive will connect with Ivy Creek Drive approx. 300 fee from the Ivy Creek security
gate. In addition, the drive itself will be gated, providing additional security and
privacy for the Broomley residence. The Broomley Farm owner desires the additional
security provided by having the primary entrance to his residence located within a
gated community. Owner also desires to create a safer, more attractive main entrance
to his property by r~ducing the curves and slopes on the dri~e. Ivy Creek desires to
accomodate the Broomley farm owner. Ivy Creek does not believe that the ZMA-80-16
would be violated by the private driveway connection, and is requesting this action
for clarification purposes only.
Tax Map/Parcel
4.
5.
6.
7.
8.
9.
I hereby certify that the information
accompanying information is accurate,
my knowledge and elief.
IvMreek~)
B . v \-
S1gnature Simon
IV~5ee:k ~~/
By. -- /. ~
FEE: Simon R. Harvey, . P.
provided on this application and
true and correct to the best of
V.P.
Date
'10 d'J
Rece1pt #
Br~~)ey F~ '~IC.
By: ~~ l- .
1mon R. Harvey,
l0 n. vd
at
f,-Z".oy.
b - 21.C; Y-
DATE
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~ii.Mgr.
6 ,2~7
DATE
Planned Developments
Other Rezonings
1) Under 50 acres
2) Over 50 acres
$ 815.00
$1,225.00
~~
1) Under 50 acres
2) Over 50 acres
$ 815.00
$1,215.00
Minor Amendments
DEFFER.AL
1) Specific date
2) Indefinite
$
25.00
60.00
"
..
.
COUNTY OF ALBEMARLE
Dept. of Planning & Community Development
401 Mcintire Road
Charlottesville, Virginia 22902-4596
(804) 296-5823
.. r;1. ,..:~_,,@_1-,,"U",J!LJ?j i
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December 18, 1995
Dennis Rooker, PC
115 South Pantops Drive
Charlottesville, VA 22901
RE: ZMA-95-14 Dennis Rooker/Ivy Creek, Inc ETAL
Dear Mr. Rooker:
I am in receipt of your letter dated December 15, 1995 requesting that the above-noted petition
be deferred to the January 17, 1996 Board of Supervisors meeting. This petition has been
removed from the January 10, 1996 Board's agenda and scheduled for January 17, 1996.
If you have any questions, please do not hesitate to contact me.
Sincerely,
U (fL
V. W~ber~~~
Director of PlanninWunity Development
ZC/jCf
cc: Ella Carey
12/15/95
11:44
1;1'804 977 7428
DENNIS S ROOKER
III 001/001
1Jennis S. 1WO~1j' P.c.
A PROFES.IO......L LEGAL COIU.O~..TION
1 15 Sou"" P......TOPS DRIVE
CH...RL01"l'CSVILLE, VIRGll'Il" 2280 I
AOl'llTTED TO PRACTICIi! .....W IN
VIRGI...I.... WEST VIRGINIA AND F1.0RIDA
DENNIS 5. ROOKER
December 15, 1995
(804) 977.74:l4
FAX 977-7426
PRE&IOC/OlT
via Fax 972-4035
Mr. Ron Kueller
Chief of Planninq Department
Albemarle County
RE: Ivy Creek, Inc. ZHA 95-14
Dear Ron:
The applicants hereby request that the above matter, which was
scheduled to go before the Board of supervisors on 3anuary 10,
1996, be deferred to the January 17, 1996 meeting. Please call
me if there is a problem with this request. Thank you for your
attention to this matter.
Sincerely,
~~
Dennis S. Rooker
DSR/ ap
co: Ed Freakley
Simon Harvey
t...._"......J
1 5 \995
STAFF PERSON:
PLANNING COMMISSION:
BOARD OF SUPERVISOR:
RONALD S. KEELER
OCTOBER 24, 1995
NOVEMBER 8, 1995
ZMA-95-14 IVY CREEK. INC. ETAL (PROFFER)
APPLICANT'S PROPOSAL: The applicant has submitted the following explanation arid
justification for this rezoning petition:
Since the approval of the Ivy Creek PRD in 1980, the owners have made very little effort
to market lots, because of a desire to maintain the rural character of the property. The
owners have decided that the property would be more suitably zoned RA, for the
following reasons: (1) the owners do not desire or intend to develop 33 lots on the
property, (2) the present use of the property is consistent with RA zoning, (3) traffic on
Broomley Road and although the Flordon neighborhood would be reduced, and (4) RA
zoning would be consistent with zoning on adjacent property. Area shown is Rural in
Comprehensive Plan.
PETITION: Ivy Creek, Inc, etal petitions the Board of supervisors to rezone 215.0 acres form
Planned Residential Development to RA, Rural Areas. Property, described as Tax Map 59Al,
Parc~ls 1-33 and Parcel B (open space) is know as the Ivy Creek subdivision, located west of
Farmington and north of Flordon subdivision in the Samuel Miller Magisterial District. The site
is not located in a designated growth area (Rural Area 1).
RECOMMENDATION: Staffhas reviewed this petition for compliance with the Zoning
Ordinance and recommends approval of the petition subject to the proffer.
PLANNING AND ZONING HISTORY: This property was subject to two prior rezoning
petitions:
ZMA-79-24 Thomas E. Worrell. Jr. proposed rezoning from R-l, Residential (previous
ordinance) to a planned residential designation. That petition received substantial
opposition and was withdrawn.
ZMA~80-26 Thomas E. Worrell. Jr. approved by the Board of Supervisors in November,
1980, established planned development zoning authorizing 33 lots and 110 acres of open
space (For staffreport, see Attachment C).
COMPREHENSIVE PLAN: This area is recommended as Rural Areas in the Comprehensive
Plan.
1
....
STAFF COMMENT AND RECOMMENDED ACTION:
This rezoning petition seeks to vacate an approved PRD and establish RA, Rural Areas zoning
consistent with the Comprehensive Plan. The current 33 lots and open space would be
reconfigured into not more than 14 lots, the density permitted under RA zoning. Other
implications of this action are as follows:
1. This property is situated in the South Fork Rivanna River Reservoir watershed and
therefore, special use permit for additional lots under Rural Areas zoning would not be
available;
2. Under operation ofRA regulation, 9 of the 14 lots would be required to be 21 acres or
greater;
3. The five small lots could not, in aggregate, total more than 31 acres;
4. Rural Preservation Development would be an option available to the applicant.
Until November, 1980, this property was zoned R-1, Residential which would have yielded an
estimated 184 dwellings. In November, 1980 the property was rezoned consistent with the
recommended density of the Comprehensive Plan at that time. In December, 1980 the current
Zoning Ordinance was adopted. The current rezoning would bring the property into
conformance with existing Rural Areas zoning. Staff recommends approval and acceptance of
the applicant's proffer.
A IT ACHMENTS:
A - Location Map
B - Tax Map
C - Staff Report: ZMA-80-26
D - Proffer
A:\ZMA9514.RPT
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I ATTACHMENT B\
ALBEMARLE COUNTY
58
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ZMA-95-14
IVY CREEK SUBDIVISION
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ICALI I" '[(T
SAMUEL MILLER DISTRICT
SECTION 59
... MOOIIMANS_~_QJLT"''''Il'(,~[5T'''C15'''''C:T'
ALBEMARLE COUNTY
-
ZMA-95-14
IVY CREEK SUBDIVISION
IVY CREEK
"'AI(' D.?I. ... 70.
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SECTION 59A
.
I ATTACHMENT C\
STAFF REPORT
ZMA-80-16. Thomas E. Worrell, Jr./Farmington West RPN
Requested Zoning: RPN/A-l
Existing Zoning: R-l Residential
Acreage: 215.0 acres
Location: Property described as Tax Map 59, Parcel 27; located off the north
side of Route 250 West and Route 677 with primary access through
Flordon on Broomley Road.
Character of the Area
Flordon is located t!=> the south of the s.ite and Farmington is to the east. Other
parcels bordering the site are undeveloped parcels or farms.
The topography is gently rolling with the steeper areas within the proposed open
space. The site is largely open with some scattered wooded areas. Ivy Creek runs
along the northern (northwestern) boundary of the site.
Existing Zoning in the Area
Flordon and Farmington are zoned R-l Residential. Adjacent parcels to the east and
south are zoned R-l and parcels to the north and west are zoned A-l.
History
The Farmington West Preliminary Subdivision plat was withdrawn in April, 1978, at
the applicant's request. This proposal for 78 lots with an average size of one acre,
reserving 65 acres for future development.
Comprehensive Plan Becommendation
Agricultural/Conservation Area with a recommended density of 1 du/5 acres.
Soils
The SCS reports that the soils on the ridges and gentle slopes are deep and well
drained but may have moderate limitations for septic systems because of a high
clay content. Soils on the steeper slopes are shallow and excessively drained
with severe limitations for septic systems.
Comparative Impact Statistics
Dwellings
Population
Vehicle Trips/Day
School Children
Est. Land to be Developed
Existing R-:l
approximately 184
620
1400
114
approx. 184 acres*
approx. 164
508.4
1,148
93.48
164.0 acres**
RPN/A-l
33
102.3
231
18.81
215.0 acrl
*Acreage used in R-l calculations is 215.0 acres less 11 acres in roads (5%)
and 20 acres~in lowland/floodplain.
**Acreage excludes 11 acres in roads, 20 acres in lowland/floodplain and 20 acres in
25% or greater slope.
.
Land Use Data
Number of lots
Total Area
Est. Area in Lots
Est. Area in Open Space
Gross Density
Net Density
Gross Density Permitted
33
215.0 acres
91.5 acres
110.0 acres
6.5 acres/unit
2.7 acres/unit
2.0 acres/unit
RPN Proposal
The applicant is proposing 33 lots with access on private roads from Broomley Road
in Flordon and 'three lots having access to Farmington Country Club on Brook Road.
The parcels are proposed to be served by individual wells and septic systems.
Staff Comment
The 1978 traffic count on this section of Route 677 from Route 250 West to Route 676
(approximately 3.7 miles) is 448 vehicle trips per day. The road is currently listed
as non-tolerable.
Staff is concerned about the means of access into the site. It does not appear-that
Broomley Road through Flordon is adequate at this time to handle the traffic which
would be created by this development. The County Engineer has recommended that Broomley
Road be upgraded to minimum state standards.
The deed to the property provides for three lots to have access to Farmington on
Brook Road. This access is not intended as a through road. All other traffic for
these three lots ( including delivery and construction vehicles and access to public
roads ) must use the main road in the proposed development.
Public water is available to this site.
border of the site along Ivy Creek. It
the proposed development utilize public
warrant the public water connection. 1/"
A l2-inch water main runs along the northwest
was recommended by the County Engineer that
water. However, the density proposed does not
rll'{1 i\ ,'. :' ..~.' \ ~\ ,'., r';' ~r
I " .
The Planning Commission and Board of Supervisors may want to consider providing access
to the Dure property (40+ acres) and Waterson property (120+ acres) to the north of
the site through the proposed roads. The two properties currently have access on a
10-15 foot wide right-of-way which crosses over the ,proposed RPN. One of the property
owners with access on this right-of-way has written a letter requesting access be pro-
vided on the roads proposed in the RPN. In the past, it has not been the Commission
or Board's,policy to require a developer to provide access into an adjacent property
but staff brings it to their attention for consideration.
Staff recommends approval of this application for the following reasons:
1: The plan appears to be compatible with development in the surrounding area;
2. The plan is in compliance with the density recommendations of the Agricultural/
Conservation area in the Comprehensive Plan.
Recommended Conditions of Approval
1. Approval is for a maximum of 33 single family lots. Location and acreages shall
comply with the approved plan. In the final subdivision process, open space shall
be dedicated in substantial accordance with the number of lots approved;
12/04/95 13:47
'6'804 977 7428
DENNIS S ROOKER
- .--.---.---.,-.-.-
!gJ 0011002
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1 15 SOVTH PA,NTops DRive
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A PRoFe.sION..... LEG...I,. C:OR~OI'l"'TION
CH"'RI,.O'l'TESVILI,.E. VllIIGINrA 2290 I
ADM''I'''l!:O TO PR..CTIC!: I....W IN
DeNNIS S. "lOOKER
VIRGIl'll.., WEST VIRGIN'... "'ND ~I,.ORII:l'"
PRESIDENT
.....:. ," ",,"H
December 4, 1995
Via Facsimile 977-6574
Hr. Frederick W. Payne
Payne & BodouB
412 E. Jefferson street
Charlottesville, VA 22902
RE: ZMA 95-14 Ivv Creek. Inc.
~: . ~.~j~:.~:...': jj~;~.:, ,....'~::C,:
Dear Fred:
e
I enjoyed meeting with you on Friday and I appreciate your
response to the proposal which I made in that meeting. As I
mentioned in our meeting, in consideration for the support of
your client, the applicants were willinq to amend the existing
proffer to read as follows:
~
~~ '-f>
and no access
Our proposal was that the underlined language would be added.
The applicants believe that they have gone "the extra mile"
by proposing the above proffer. This effecti~ely addresses two
of the three items raised in Dick Strickler's letter presented to
the Planning Commission. The applicants are not Willing to add
language ~o the proffer, suggested by your December 4 letter,
which WOUld require, as a matter of law, that the private drive-
way on Broomley Farm be gated. As you are aware, ~he driveway
is, in fact, gated. However, the owner of Broomley Farm does not
believe that this is an appropriate matter for legiSlation.
e
12/04/95 13:47
'5'804 977 7428
I4J 0021002
DENNIS S ROOKER
--.-.--.- --
e
Mr. Frederick W. Payne
-2-
December 4, 1995
Naturally, we would like the support of all of the neigh-
boring properties for this proposal, which involves significant
do~zonin9 of property to a category which is consistent with the
comprehensive plan and preserves the rural characteristics of the
property. We have had nothing but support from the neighbors
with whom we have talked in Flordon. Quite frankly, the
applicants feel that FPOA is seizing upon this downzoninq as an
opportunity to try to impose upon a neighboring property
legislative restrictions which are inappropriate and uncalled for.
Thank you for your time and consideration in this matter.
Sincerely,
;d.. · -',
Oennis s. Rooker
DSR:dsm
cc: Mr. Ronald S. Keeler
e
e
..
1Jennis S. !RJJoRgTj P.C.
A PROFESSIONAL LEGAL CORPORATION
t 15 SOUTH PAN TOPS DRIVE
CHARLOTTESVILLE, VIRqlNIA 22901
ADMITTED TO PRACTICE LAW IN
VIRGINIA, WEST VIRGINIA AND FLORIDA
DENNIS S, ROOKER
(804) 977-7424
PRESIDENT
FAX 977-7428
November 7,
1995
Mr. Ronald S. Keeler, Chief of Planning
Department of Planning and Community Development
County of Albemarle '
401 McIntire Road
Charlottesville, VA 22902-4596
RE: Ivy Creek. Inc.; ZMA #95-14
Dear Ron:
Enclosed herewith is the Amended Proffer with respect to the
above referenced rezoning application.
Sincerely,
/2
~
Dennis S. Rooker
DSR:dsm
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NOV 0 7 1995
FJi.~nqinf1 01301',
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NOV 0 7 1995
Original Proffer _
Amsl"!ded Proffer ...!...-
(Amendment #-->
D'lr-lf'nirlO 1).E'nt
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PROFFER FORM
Date: Oct. 18, 1995 ZMA#95-14
Tax Map Parcel(s) #59A-l Lots (1-33) and
Paroel :B
214
Acres to be rezoned from 'PRD
to
RA
Pursuant to Sedion 33.3 of the Albemarle County Zoning Ordinance. the owner, or
its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall
be applied to .the property, if rezoned. These conditions are prof1.~red as a part of the
requested rezoning and it is agreed that the limitations: (1) are required or arise because
of the nature of the property and the rezoning sought, and (2) have a re;;isonable relation
to the rezoning requested.
(2)
(1) Within 45 days of the ~ezonin8 of the property, tne Owners will
submit to Albemarle County for approval a revi..d plat of the
property with a total number of lot. not to exo.ed 14.
Prior to any further development of the property, the property shall be
resubdivided in accord with an approved plat consisting of not more than 14 lots.
Lots owned: owner Sianature:
59-A-~ (1, 4, 5-7, 17)
Date Signed;
~~~
Thomas E. worre~~, Jr.
59-A-1 (2-3, 9-13, 19-33)
Ivy creek, Inc.
By~~l\.m.ti-\\ .
Robert )I.. Smither,~., v.P.
Date Signed:
59-,A-1 (8)
Xeepers, ~nc.
Data Signad:
By;~k* M..~.~}
JlQbert J(. hi the:-, :h:.. V. p .
59-1-1 (14-16)
Worrall Enterprises, Inc.
Date Sign84:
By!:"") II L.-. ~~~~
~~r' ....
Robert H. smitb.eJ:', Jr., V.P.
59-A-~ (18)
Da'te Signed.: YlH.J-.. <f 'l~
Date signed: YlKr 4. q5
u-&~~ge~~
Geo1:C1e W
'Parcel B
Ivy Creak Owners' Association, Inc.
~#o~~ ~, ~.~(\
Robert K. snther, Jr., \\v.P.
Access limited to Broomley Road only, and no access onto BrOOK Road. This condition
shall not pro~ibit the connection of a private driveway from the Broomley Farm
property to the roads serving the property.
Da.te Signed:
.. 11/03/'35 15: 27
804'37'37'377
RICHARD S STRICKLER JR
PAGE 01
FARMINGTON PROPERTY OWNERS ASSOCIATION
POST OFFICE BOX 5321
CHARLO'ITESVILLE. VIRGINIA 22905
November 3, 1995
Members of the Albemarle County Planning Commission
Re: Ivy Creek ,Inc. -- ZMA 95-14 -- position of Farmington Property Owners
Association
I
Ladies and Gentlemen:
On behalf of the Board of Directors of the Farmington Property Owners
Association. I am submitting the position of the Association regarding the above-
captioned application. I apologize, in advance, for not having this prepared in time for
distribution with your staff materials. but the short time available since we became aware
of the application has not allowed us to act that quickly.
We plan to appear at your meeting of November 7 to clarify any issues which may
remain.
v f1 truly yours,
\""\t4~~~
Richard S. Strickler, Jr.
Director
EnclosW'e
cc (wI enclosure): The Honorable Sally Thomas
Dennis S. Rooker, Esq.
Mr. Ronald S. Keeler
Frederick W. Payne, Esq.
. ,
~ '1.1/03/'35 15: 27
I
I
804'37'37'377
RICHARD S STRIO<LER JR
PAGE 02
FARMINGTON PROPERTY OWNERS ASSOCIATION
pOST OFFICE BOX S32 t
CHARLOTTESVILLE, VIRGINIA 22905
November 3, 1995
This statement presents the position of the Fannington Property Owners
Association with respect to ZMA 95-14.
We understand that the application has been amended by the proffer of two
conditions. namely, (I) preselltation of a plat of subdivision of the Ivy Creek. property
into not more than 14 lots within not more than 45 days after rezoning. with a related
prohibition on development prior to the recordation of such plat; and (2) a prohibition
against access from the Ivy Creek property on to Brook Road in Fmmington. The
Association applauds the decision of the developer to reduce the number of lots in the
proposed development (from 33 to 14, the maximum permitted under RA zoning).
Likewise. the Association believes that the prohibition against access from the Ivy Creek
property through Farmington is appropriate. Therefore, the Association interposes no
objection to this application.8 so stated. However, the Association wishes to clarify the
record with respect to the further development of the Ivy Creek and rela.ted properties.
The Association is composed of all owners of property in Fannington. Along
with the Fannington Country Club. the Association is responsible for the maintenance of
the privately-owned roads in Fannington. While charming in appearance, the roads are
very narrow and are barely adequate for the traffic which they now serve. They are
totally inadequate for additional development. Therefore, the Association bas
consistently opposed, and will continue to oppose, any development which seeks access
through Farmington. The Ivy Creek property continues to have, as an appurtenance,
certain rights to use the roads in Farmington. ZMA 95-14 impacts this situation in that
the language of the second proffered condition, while legally suspending the ability of the
developer to exercise these rights of use, expressly authorizes the construction of a road
(or driveway) which, in practical effect, connects the Ivy Creek property to Farmington
through the parcels collectively referred to as Broomley Farm.
This driveway was ofiginally authorized by action of the County in 1994,
designated ZMA 94-10. Because of an error in notification, neither the Association nor
the owners of any of the adjacent Farmington properties was notified ofZMA 94-10. and
the approval is therefore legally void. The first indication which the adjacent Farmington
owners had that the road was to be built came a few weeks ago when the road was seen to
be under construction. Had the Association, or its members, been notified of the
proposal, the road would not have been built before these issues could be resolved by the
County .
.. 'l'11/a3/95 15: 27
8049797977
RICHARD S STRICKLER JR
PAGE 03
The Association recognizes that some of the constituent parcels of Broomiey
Farm -- in common with two homes in the Fannington subdivision which abut Broomley
Road -- have the right to access the roads in Fannington and that the owner of Broom ley
has a right to access Ivy Creek Drive and/or Broomley Road. The Association has no
objection to the owner of Broomley accessing the Farmington roads in order to serve
those Broomley Farm parcels which have a right to be so served. However. the
Association objects strongly to these rights being extended to any additional use of the
Farmington roads. by way of the new road or otherwise. It has been. and remains. the
desire of the Association to come to a "global" resolution of all of the relevant issues with
the developer prior to the hearings on ZMA 95-14, but the developer is unwilling even to
discuss such a resolution.
Therefore, the Association W"ges the Planning Commission and the Board of
Supervisors to make clear. for the record. that their intent, in permitting the construction
of the new road mentioned in the second proffered condition (and in ZMA 94-10). is, and
always has been,
(I) to permit only a private driveway for Broomley Fann;
(2) that this driveway may not be used for subdivision purposes for so long as
it physically connects the Ivy Creek property to Brook Road; and
(3) that this driveway may not be used as a connection between Brook Road
and the Ivy Creek property, OT any property other than the dominant
portions of Broomley Farm. but must be closed oft' from the public by Ii
system of gates such as the one the developer already proposes to install.
While this action to clarify the record will not finally resolve all the issues as the
Association wishes. and still leaves open the problems of enforcement. such a statement
would go a long way toward alleviating the Association's concerns. The record
demonstrates that the Association cannot effectively protect its members without the
County's help:
(a) In 1981. this developer attempted a similar maneuver by constructing.
without COWlty approval, a road which would have connected a portion of the Ivy Creek
property with Brook Road through the driveway of the Fannington property known as
"Fieldstone." The Association objected, the County listened and the connection was tom
up.
(b) While assuri.-.g everyone that the road is purely for his private use. and
pointing with pride to a handsome set of gates, the developer refuses to commit to
maintaining such gates in existence. On the contrary, the developer now maintains that
the gates are purely his own concern. to be erected or removed at his will. Without such
..,
"fn/tJ3/9S 16: 27
8049797977
I
RICHARD S STRICkLER .JR
PAGE 04
gates, the open driveway will be an invitation to violations of the hno access" condition
and wiU make the condition itself unenforceable.
(c) In promotional conversations with Fannington's residents. the developer's
manager maintains that a long-range plan for Ivy Creek and Broomley is for a "family
park," with long-tenn dedicated open space (with the concomitant benefit of land-use tax
treatment). Yet the developer's attorney, in refusing to negotiate. infonned the
Association's counsel that this developer
(1 ) "calmot" commit to such a plan;
(2) must. on the contrary, keep his options open;
(3) may wish to develop ;'two parcels for his children" ..- which may be
20 acres -- or 10 -- or 5...; and
(4) may choose to cut off six more parcels, which (he maintains) will be worth
dramatically more on the open market if they have "a Farmington
address."
The Association is prepared to shoulder the burden of enforcing its rights and of
assisting the County in enforcing its decisions. But neither the Association nor the
professional zoning staff of the County can enforce the law effectively unless the
Planning Commission and the Board of Supervisors leave a record of their intent in this
matter which is unmistakably clear, consistent and unambiguous. If the developer really
means what he says, such a statement of intent should pose no problem for him and will
give great comfort to his neighbors. The Association respectfully asks that you build
such a record to give certainty to the County's own staff, as well as to the private parties
concerned.
Respectfully submitted on behalf of the Board of Directors
.
FARMINGTON PROPERTY OWNERS ASSOCIATION
By ~'uA
Richard S. Strickler, Jr., Directo;
B~Z~
William. W. Dwm, Director
.#
To:
From:
Subject:
Date:
Mary Joy Scala, Senior Planner . d
Lettie E. Neher, Senior Deputy C1er~1.//
Proclamation, Farm Tour Day
March 7, 1996
t~tP)f
MEMORANDUM
Attached is the proclamation signed by Mrs. Humphris to declare May 4, 1996, as Albemarle
County Farm Tour Day. Someone was present from the Farm Bureau to accept, 1 believe,
but communications got confused and Mrs. Humphris did not sign until after lunch. Will you
see that it gets to the proper person?
..
len/
Attachment
.
.'
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
PROCLAMATION
Albemarle County Farm Tour Day
the Comprehensive Plan gives highest priority to agriculture and forestry as a land use in the Rural Area; and
the citizens of Albemarle County in the 1994 Albemarle County Planning Needs Survey rated "preserving natural
resources and open space" and "preserving farmland and forested land" as the 4th and 5th most important goals out
of a series of 25 broad goals for the future; arid
agriculture and forestry are major contributors to Albemarle County's economy through market sales, employment,
and the generation of support activities; and
Albemarle County is among the top 25 counties in Virginia for the market value of agricultural products sold; and
it is the land resource which provides the true value of agriculture and forestry to this community, with related
benefits of open space for cleaner air, watershed protection, and wildlife habitat; scenic, rural and historic
landscapes which encourage tourism; and quality of life for all residents; and
maintaining agriculture and forestry also enables the County to grow at a measured and deliberate pace, and to
better plan for services; and
the loss of the agricultural and forestal resource base would permanently damage the County's economic base and
naturalenvrronnaent;and
the Agricultural and Forestal Industries Support Committee recommended that educational programs be developed
for the public, such as:
· Improving both the County officials' and the general public's understanding of agriculture;
· Promoting appreciation of the rural area by the community, and emphasizing the importance of agricultural
and forestal lands to them;
· Supporting agricultural education in the classroom, and implementing a farm day for school children; and
· Implementing an educational tour of County farms for the general public, County officials and decision-
making staff; and
the future of agriculture and forestry in Albemarle County depends on the actions of the farm and forest owners,
but also on the support of elected officials and other citizens.
NOW, THEREFORE, I, Charlotte Y. Humphris, Chairman, Albemarle Board of County Supervisors, do hereby proclaim
MAY 4, 1996 as:
ALBEMARLE COUNTY FARM TOUR DAY
and commend the Albemarle Farm Bureau and the Piedmont Envrronmental Council for helping to educate
the citizens about the importance of farming to our community.
Ml,t~~
~.
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
Dis~ributed ~~{) tkflrd, m'"._"~~'_"~h_"~h","
Agend, Ht-In i~\),:!!;,~'!.i"~.-?-
PROCLAMATION
Albemarle County Farm Tour Day
the Comprehensive Plan gives highest priority to agriculture and forestry as a land use in the Rural Area; and
the citizens of Albemarle County in the 1994 Albemarle County Plannin~ Needs Survey rated "preserving natural
resources and open space" and "preserving farmland and forested land" as the 4th and 5th most important goals out
of a series of 25 broad goals for the future; arid
agriculture and forestry are major contributors to Albemarle County's economy through market sales, employment,
and the generation of support activities; and
Albemarle County is among the top 25 counties in Virginia for the market value of agricultural products sold; and
it is the land resource which provides the true value of agriculture and forestry to this community, with related
benefits of open space for cleaner air, watershed protection, and wildlife habitat; scenic, rural and historic
landscapes which encourage tourism; and quality of life for all residents; and
maintaining agriculture and forestry also enables the County to grow at a measured and deliberate pace, and to
better plan for services; and
the loss of the agricultural and forestal resource base would permanently damage the County's economic base and
natural environment; and
the Agricultural and Forestal Industries Support Committee recommended that educational programs be developed
for the public, such as:
· Improving both the County officials' and the general public's understanding of agriculture;
· Promoting appreciation of the rural area by the community, and emphasizing the importance of agricultural
and forestal lands to them;
· Supporting agricultural education in the classroom, and implementing a farm day for school children; and
· Implementing an educational tour of County farms for the general public, County officials and decision-
making staff; and
the future of agriculture and forestry in Albemarle County depends on the actions of the farm and forest owners,
but also on the support of elected officials and other citizens.
NOW, THEREFORE, I, Charlotte Y. Humphris, Chairman, Albemarle Board of County Supervisors, do hereby proclaim
MAY 4,1996 as:
ALBEMARLE COUNTY FARM TOUR DAY
and commend the Albemarle Farm Bureau and the Piedmont Environmental Council for helping to educate
the citizens about the importance of farming to our community.
Chairman, Albemarle Board of County Supervisors
COUNTY OF ALBEMARLE
Dist'but",.: (; '- .3-6':.. jiiiI,./
. v.... u.;;O;I,j- __.~.""..,__~~
~M, flt'm No, &t:?.te:.f:'.e:3
EXECUTIVE SUMMARY
AGENDA TITLE:
Resolution - Designation of County of
Albemarle's Agent
AGENDA DATE:
March 6, 1996
ITEM NUMBER:
ACTION:
INFORMATION:
SUBJECTIPROPOSAUREOUEST:
Request the adoption of the attached Resolution appointing Melvin A.
Breeden as the County's agent to file, process and receive FEMA
funds to recover certain costs incWTed during the Blizzard of 1996.
CONSENT AGENDA:
ACTION: ~
INFORMATION:
ATTACHMENTS:
STAFF CONTACT(S):
Messrs. Tucker, Huff, Breeden
REVIEWED BY:
DISCUSSION:
In response to the January 1996 Blizzard, the Federal Emergency Management Agency (FEMA) has established the following criteria for
recovery of related costs:
Snow removal only costs for the fIrst 72 hours from the start of clearing on or about January 6, 1996.
· Snow removal only cost for an additional 48 hours from the start of clearing on or about January 12, 1996.
This is a new simplified method of determining cost and is believed will result in reduced administrative cost and greater cost recovery than
the old method. The old method required the identifIcation of primary snow routes and receiving funds for clearing one lane only in each
direction. Since the County's primary cost is related to clearing of parking areas and not primary snow routes, the new method should be an
improvement.
Eligible snow removal cost are limited to:
· Overtime labor cost inCWTed for truck drivers and equipment operators.
· Equipment and vehicle cost computed using the FEMA equipment rate guides.
· Reasonable contract cost.
Absolutely necessary hauling of snow.
· Selective removal of vehicles or trees to maintain open lanes.
In order to receive funding, the County is required to pass a Resolution authorizing an agent to sign the contract to receive funds. This
Resolution must be received by the State no later than March 15th,
RECOMMENDATION:
Staff recommends adoption of the attached resolution authorizing Melvin A. Breeden, Director of Finance, to fIle and sign all necessary
docwnents to receive these funds.
FEMA
96.033
-- "
,:.JSIJ\H3dnS :to GH\ '."
r~~"--~----r
"'-,
o 'l 93:1
t
DeSIGNATION OF APPLICANT'S AGENT
RESOLUTION
BE IT RESOLVED BY Board of Supervisors
(Governing Body)
THAT Melvin A. Breeden
· (Name of Incumbent)
OF
Albemarle County
(Public Entity)
- ,
· (Name of Incumbent)
is hereby authorized to execute for and in behalf of
Direr-tor of P;nAnrp
(Official Position)
OR
, Governor's Authorized Representative,
Albemarle County
, a public entity established under the laws of the State of Virginia
this application and to file it in the appropriate State office for the purpose of obtaining certain Federal financial
assistance under the Disaster Relief Act (Public Law 288, 93rd Congress) or otherwise available from the President's
Disaster Relief Fund.
THAT Albemarle County , a public entity established under the laws of the State
of Virqinia , hereby authorizes its agent.to provide to the State and to the Federal
Emergency Management Agency (FEMA) for all matters pertaining to such Federal disaster assistance the assurances
and agreements printed on the reverse side hereof.
Passed and approved this
, 19 2..!e.
Charlotte H~hris, Chairperson
Board of Supervisors
(Name and Title)
(Name and Title)
CERTIFICATION
1. Ella W. Carey
, duly appointed and
Clerk
of
(Title)
the Board ofSuoervisors
, do hereby certify that the above is a true and correct copy of a
resolution passed and approved by the Board of Supervisors of
(Governing Body)
Albemarle County
(Public Entity)
on the
~ftI1
M()rd? (h /99~
day of
Mardl
,19~.
Date;
Clerk, Board of Supervisors
(Official Position)
-Name of incumbent need not be prouided in tho.e ClUes where the founning body of the pu.blic '~ntity de .
incumbent of the de.ignated official po.ition to npn.ent it.
FEMA Form 90-63. MAR 81
COUNTY OF ALBEMA~JJi~&LIC,)
',1
\ !
EXECUTIVE SUMMARY . i FfS 2 8
AGENDA TITLE:
Compensation Study
AGENDA DATE:
March 6, 1996
ITEM NUMBER:
ACTION:
SUBJECT/PROPOSAUREQUEST:
Recommendation to move forward with Classified
Employee Compensation Proposals
CONSENT AGENDA:
ACTION: X
INFORMATION:
".' ,',', "",/ '. "",,",',' 3-/-?..6
tH":.H~ilJJ.J.;,t';...Ii. 4J ,Atil.'.. "_,",-_,,,,,,,_,,.,,,~~-O\'t
Aienct, ltt>m N\)I!~ !.:~l!.&"
INFORMATION:
STAFF CONTACT(S):
Messrs. Tucker, Huff, Brandenburger
REVIEWED BY:
ATTACHMENTS:
BACKGROUND:
On February 7, 1996, Mr. Charles F. Hendricks of Hendricks and Associates, Inc. presented his recommendations
on modifying the County's Compensation Policies for both classified and teacher pay scales. At that time, the Board
of Supervisors accepted the report in principle and instructed staff to solicit feedback from employees and begin
the appeals process for individuals who feel they may have been misclassified. Several group sessions have been
held and Department Heads have been trained and asked to hold departmental staff meetings to answer questions.
DISCUSSION:
In general, employees seem fairly pleased with the study's recommendations. While the recommendations
represent a significant change from our existing methodology, it seems to be easier to understand for employees
and fairly places positions within their competitive market.
There are, however, a significant number of nuts and bolts policy issues that will need to be worked through prior
to implementation, many of which deal with policies that currently relate to issues involving our step system. Issues
such as how to treat probationary employees, future reclassifications as employees' duties change, and future
promotions are a sample of the decisions that need to be carefully worked through. Additionally, a transition plan
for how scores from the current evaluation tool will fit into the four level system proposed will need to be in place
in late spring as evaluations are completed on all non-teaching employees.
RECOMMENDATION:
Staff recommends that the Board authorize staff to implement the recommendations in Mr. Hendrick's report for
classified employees in conjunction with School Board approval being recommended by School staff on March 11.
This will allow programming changes to the County's payroll system to begin and will initiate Finance, Information
Services, and Human Resources teams to identify implementation issues that need to be addressed. Staff
recommends that these issues be sent to the Board appointed Compensation Committee for recommendation and
those requiring policy changes to then be brought forward to the two Boards for approval.
School staff has modified the teachers' compensation plan proposal slightly and is currently tracking the same
March 11 approval date for the School Board.
96.038
,
COUNTY OF ALBEMARLE
EXECUTIVE SUMMARY
D;st!il.Ju~,;~ \i; c.l..,k~ ~!-t'~,
AltNd. Hem Nv Z;~e3..~.b;...h..s-
AGENDA TITLE:
Appropriation - Revenue Reclassification
AGENDA DATE:
March 6, 1996
ITEM NUMBER:
ACTION:
INFORMATION:
SUBJECTIPROPOSAUREOUEST:
Request approval of Reclassification Appropriation 95061.
CONSENT AGENDA:
ACTION: X
INFORMATION:
AlTACHMENTS: Yes
;--
STAFF CONTACT(S):
Messrs. Tucker, Walters, Ms. Ralston
REVIEWED BY:
BACKGROUND:
The County of Albemarle has traditionally appropriated the Department of Social Services flow through money as originating solely from
State sources. In actuality, the Department of Social Services is funded by both Federal and State monies.
DISCUSSION:
Each year the external auditors reclassify the receipt of Social Services between Federal and State sources. The appropriations are not
adjusted which result in a large variance between Federal and State revenues. The purpose of this appropriation is to recognize Federal
funds for Budget and Financial Statement presentation. It does not authorize the receipt or expenditure of any funds.
RECOMMENDATION:
Staff recommends approval of reclassification appropriation 95061 .
APP RECL. WPD
96.037
r . t. , [1 .,...........'
fn) f-@'JUJL~! 1
:1. \. I,. ttr.) 2 9 ..,
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.!
,
~",.>>=.?M...,_.,,,,_~_,_q"-'-'''r
~)
',-, ..'..,.""'''''' '... --""~-....,~.~."",......;.,,..,,,,,.
APPROPRIATION REQUEST
FISCAL YEAR
95/96
NUMBER
95061
TYPE OF APPROPRIATION
ADDITIONAL
TRANSFER
NEW
x
ADVERTISEMENT REQUIRED ?
YES
NO
x
FUND
GENERAL
PURPOSE OF APPROPRIATION:
RECLASSIFICATION OF SOCIAL SERVICE REVENUES.
EXPENDITURE
COST CENTER/CATEGORY DESCRIPTION AMOUNT
************************************************************************
$0.00
TOTAL
$0.00
REVENUE DESCRIPTION AMOUNT
************************************************************************
2100024000240110
2100024000240111
2100024000240114
2100033000330020
2100033000330021
2100033000330022
SOCIAL SERVICES-ADMINISTRATION
SOCIAL SERVICES-ASSISTANCE
SOCIAL SERVICES-SERVICES
SOCIAL SERVICES-ADMINISTRATION
SOCIAL SERVICES-ASSISTANCE
SOCIAL SERVICES-SERVICES
($896,252.00)
(192,360.00)
(285,460.00)
896,252.00
192,360.00
285,460.00
TOTAL
$0.00
************************************************************************
REQUESTING COST CENTER:
FINANCE
APPROVALS:
SIGNATURE
DATE
DIRECTOR OF FINANCE
02/26/96
1-?-f?
BOARD OF SUPERVISORS
.
COUNTY OF ALBEMARLE
EXECUTIVE SUMMARY
ni~iflbuted iIJ xaid.3-,(~
Agena, :telllN\l~~'!f'~/~6
AGENDA TITLE:
Restriction of Through Tractor-Trailer Truck Traffic on
Routes 231/22
AGENDA DATE:
March 6, 1996
ITEM NITMRER:
ACTION:
INFORMATION:
SITRJRCT IPROPOSAI,/REQIJEST:
County of Albemarle Request
CONSENT AGENDA:
ACTION: X
INFORMATION:
ATTACHMENTS: Yes
STAFF CONTArT(S):
Messrs. Tucker, Huff, Cilimberg
() ,,~
RE~EWEDRY: ~t~~
RACKGROIJND:
On June 7, 1995 the Board of Supervisors passed a resolution requesting restriction of through tractor-trailer truck traffic on
Routes 231/22 in accordance with Section 45.1-171.2 of the Code of Virginia.
DISC1JSSION:
The Commonwealth Transportation Board has yet to act on this request, although correspondence from David R. Gehr,
Commissioner, to Mitch Van Yahres (Attachment A) indicates that accident data does not seem to justify restriction based on
safety considerations. Delegate Van Yahres has responded to Mr. Geher (Attachment B) that "the overriding issue here is
preventing loss of life so that the data do not become sufficient to warrant closing this rural highway to tractor trailer traffic."
Mr. Geher has indicated in further correspondence (Attachment C) that VDOT is investigating measures for improved safety
along the roads and will be contacting Delegate Van Yahres to inform him of their findings. In addition, Mr. John P. Moore,
a resident along in the area, has noted circumstances and poses questions regarding truck restriction. (Attachment D) Staff
has oot been able to confirm all facts presented in the above mentioned correspondence of Mr. Geher and Mr. Moore. Staff
can report the following: (1) Orange County has passed a resolution opposing this restrictions due to concerns about the
potential impact on their ecooomic development efforts; (2) Route 6 between Routes 250 and 151 is restricted to through trucks
based on safety considerations (dangerous due to mountainous terrain); (3) Other highways in Virginia are restricted to tractor
trailer trucks due to historic significance/scenic quality and/or impact on the area they pass through (Mount Vernon Parkway,
Colonial Parkway, 1-66 inside the Capital Beltway) - the Parkways are unique in that they are Federal facilities which the Fed's
do oot want trucks on; (4) There are two classes of truck restrictions - size and through truck - through truck restrictions are
based on five factors (including truck volume, # and & of through trucks, alternative routes and road geometries of route
proposed for restriction and alternative routes) and do not apply to trucks that have business on the road in question.
RECOMMENDATION: /I
Mrs. Humphris has requested staff to draft letter to Mr. Gehrr to reiterate the Board's cdisp~~%~-M~~th9':fa!lureto restrict
truck traffic. This draft is attached (Attachment E). \.!..- '. V'-'''''.,.::: : ,..., .....
22-231.EXE
96.042
.:.1
I
I ATTACHMENT A I
I .
COMMONWEALTH of VIRGINIA
DAVID R. GEHR
COMMISSIONER
DEPARTMENT OF TRANSPORTATION
1401 EAST BROAD STREET
- RICHMOND. 23219.1939
November 20, 1995
The Honorable Mitchell Van Yahres
House of Delegates
Fifty-Seventh District
223 West Main street
Charlottesville, VA --22902
Dear Mr. Van Yahres:
Thank you for your recent letter forwarding correspondence
from Mr. John P. Moore regarding the resolution from the Albemarle
County Board of Supervisors. This resolution is a request for the
Commonwealth Transportation Board to restrict through tractor
trailers on Routes 22/231 in Albemarle County.
The Code of Virginia does not allow the Commonwealth
Transportation Board to prohibit through tractor trailers from
using a primary roadway under their jurisdiction without proper
justification, i.e., safety. In th~s case, accident data for
three and one-half years (1/1/92-6/30/95) reveals a total of 116
accidents with only 1 involving a tractor trailer.
It has been the phi:.osophy of the Commonwealth Transportation
Board that all vehicles should have access to the roads on which
they are legally entitled..to - traveJ... Based on this philosophy,
the Board has only permanently restricted one primary route to
through trucks, Route 52 southbound down Fancy Gap Mountain in
Carroll County, due to trucks loosing their brakes and running off
the mountain.
In addition to the resolution from Albemarle County, the
Virginia Department of Transportation (VDOT) has received a
resolution from the Orange County Board of Supervisors opposing
'any restriction ,of tru9k traffic on Routes 22/231. Orange
County believes that the restriction of truck traffic on Routes
22/231 could be detrimental to the continued economic health of
existing'county industries and businesses and might also restrict
efforts at attracting additional business and industry to the
County.
TRANSPORTATION FOR THE 21ST CENTURY
The Honorable Mitchell Van Yahres
Page 2
November 20, 1995
VDOT's Culpeper District and Charlottesville Residency Staff
are looking at Routes 22/231 to determine if safety features along
with increased enforcement of the speed limit by State and Local
Police can alleviate the concerns of the citizens who travel and
live along this-corri~or;
Again, thank you for your concerns and forwarding this
correspondence to us~
~~~
Dav~d R. Gehr, commissioner
.. ";;".:"
.
'~~..it:"").I"':"r~L".""'''''~~~,*'''~;:U~_~,...~.~~..t-l'~~~-::'...:.o....,~::=s;'"'''"_.. --:;......--:'......;;:.......'\...:... ,_i.U.,i!:.~__A~.~..., .~. ..,':;.'<<~t.;_'.i-=).;}, ".' ..: -"-_:":-":-.::"":':',".,;,."\',<":,, ::....~. .....-":,.:::,.~._~..;,;:,:.,_."
Q)
COMMONWEALTH OF VIRGINIA
HOUSE OF DELEGATES
RICHMOND
MITCHELL VAN YAHRES
223 WEST MAIN STREET
CHARLOTTESVILLE. VIRGINIA 22802
December 28, 1995
COMMITTEE ASSIGNMENTS,
AGRICULTURE 'CHAIRMAN)
EDUCATION
FINANCE
HeALTH, wELfARE AND INSTITUTIONS
FIFTY.SEVENTH DISTRICT
Mr. David R. Gehr, Com.mi~sioner
Department of Transportation
Commonwealth of Virginia
1401 East Broad Street
Richmond, Virginia 23219
Dear Commissioner Gehr:
Thank you for your letter of November 20, 1995 in response to my request for
information regarding possible action by the Transportation Board on the
Albemarle County Board of Supervisors' request to restrict tractor trailer traffic on
the Route 231/22 corridor between Shadwell and Gordonsville. You make it clear
that the safety data do not permit this restriction at this time. However, the
overriding issue here is preventing loss of life so that the data do not become
sufficient to warrant closing this rural highway to tractor trailer traffic.
Would you please elaborate - on your statement that Residency Staff are looking at
Routes 231/22 to determine if safety features along with increased enforcement of
the speed limit can alleviate our concerns. What safety features are being
considered? When would they be installed? How can enforcement of the speed
limit be increased? In the absence of restricting tractor trailer traffic, these measures
assume paramount importance in insuring safety of those who travel these routes.
Thank you for youi' assistance. I look forward to an early response to my
questions.
Sin~erel yours,
/-----
/// ~~~:< jd;; y;::~
Mitchell Van Yahres
MVY / jb
cc: The Honorable Walter F. Perkins, Chair
Albemarle' County Boarg of Supervisors
Mr. J,ol:m P. Moore /'
.
.~~~ ..
L ___{'(VUL C}. '-....u ....JU -'"-'I.-/'-^-
, ~
r ATTACHMENT C ]
COMMONWEALTH of VIRGINIA
RECEIVEd
DAVID R. GEHR
COMMISSIONER
DEPARTMENT OF TRANSPORTATION
1401 EAST BROAD STREET
RICHMOND. 23219.1939
January 16, 1996
{fAN 2S 1996
r
tCHARt:ottEs~iLlE H:
;.:'. RESIDENCE Or;Flal
The Honorable Mitchell Van Yahres
House of Delegates
Fifty-Seventh District
223 West Main Street
Charlottesville, VA 22902
Dear Mr. Van Yahres:
Thank you for your recent letter regarding the resolution
from the Albemarle County Board of supervisors requesting the
Commonwealth Transportation Board to restrict through tractor
trailers on Routes 22/231 in Albemarle County.
culpeper District staff has reviewed in detail the recent
accidents that have occurred and are reviewing the current signing
along Routes 22/231 to determine if upgraded signing or pavement
markings are warranted. In addition, staff will be looking at
sight distances, guard rail and shoulders to determine if upgrades
need to be made to better handle the increased traffic flow on
Routes 22/231. I will have Mr. Donald R. Askew, Culpeper District
Administrator, contact your office directly to inform you of his
findings along with the time frame if any adjustments are needed.
Also, Mr. Askew or his staff will meet with Albemarle County
Officials to jointly request the Virginia Department of state
police and the Albemarle County police to increase enforcement of
the existing speed limits along these routes. Staff believes
excessive speed combined with the increased traffic flow along
this corridor, not tractor trailer accidents, is the major
concern.
Again, thank you for your concerns regarding this important
issue.
;
~:: lJ'~~C~L
David R. Gehr
Commissioner
cc:
Mr. Donald R. Askew
p ~'" F'tI ,,-, -;-, ,-".., "",,'
~"'~ ", if. ~ ~ ~.;'.. 1/;1 ".h.. If. '\
...."" ....' i!.... ~ \1 i1lo.v ril....'
FEB 1 6 1996
P.~ .' n
iannlna I';
......,' ...........
lo'15b
COMMONWEALTH OF' VIRGINIA
~OUSE OF DELEGATES
RICHMOND
MITCHELL VAN YAHRES
223 WEST M"IN STREET
CHARLOTTESVILLE. VIRGINIA 229(12
December 28, 1995
COMMITTEE ASSIGNMENTS,
AGRICULTURE ICHAIRMANI
EOUCATION
FINANCE
HEALTH. WELFARE AND INSTITUTIONS
FIFTY.SEVENTH DISTR'CT
Mr. David R. Gehr, Commissioner
Department of Transportation
Commonwealth of Virginia
1401 East Broad Street
Richmond, Virginia 23219
R'S
COMM\5S\ONE.
J M~ 4 \,,%
OFFICE
Dear Commissioner Gehr:
Thank you for your letter of November 20, 1995 in response to my request for
information regarding possible action by the Transportation Board on the
Albemarle County Board of Supervisors' request to restrict tractor trailer traffic on
the Route 231/22 corridor between Shadwell and Gordonsville. You make it clear
that the safety data do not permit this restriction at this time. However, the
overriding issue here is preventing loss of life so that the data do not become
sufficient to warrant closing this rural highway to tractor trailer traffic.
Would you please elaborate on your statement that Residency Staff are looking at
Routes 231/22 to determine if safety features along with increased enforcement of
the speed limit can alleviate our concerns. What safety features are being
considered? When would they be installed? How can enforcement of the speed
limit be increased? In the absence of restricting tractor trailer traffic, these measures
assume paramount importance in insuring safety of those who travel these routes.
Thank you for your assistance. I look forward to an early response to my
questions.
:~~;7: y~~rs, . / . / .
/ /'4dUt~t ~"-.~
tfitchell Van Yahres _
MVY / jb
cc: The Honorable Walter F. Perkins, Chair
Albemarle County Board of Supervisors
Mr. John P. Moore
. .
.
I ATTACHMENT D I
John P. Moore
Rt. 2 Box 439
Keswick, VA 22947
January 16, 1996
Mr. David Gehr
Commissioner, Department of Transportation
1401 E. Broad Street
Richmond, VA 23219
Dear Mr. Gehr:
Delegate Van Yahres was kind enough to forward a copy of your letter dated November
20, 1995 along with a copy of his response. After reading your letter, I find there are
several issues to which I would like to respond. I sent a letter to Del. Van Yahres
detailing these same concerns, and you will note that I have copied this letter to Senator
Emily Co uric, Del. Peter Way, the Albemarle County BOS, and the Commonwealth
Transportation Board (CTB).
Your letter to Del. Van Yahres states that The Code of Virginia does allow the CTB to
restrict tractor trailer traffic on primary roads where matters of safety are concerned,
and you cite Route 52 in Carroll County as an example stating that Route 52 is the only
primary road so restricted. Yet, I know of at least one other primary road segment right
here in Albemarle County, Route 6 between Routes 151 and 250, which also is so
restricted.
There are other examples of primary roads and an Interstate in Virginia on which, not
only tractor trailers are prohibited but, in some cases, all commercial truck traffic is
prohibited. Examples include 1-66 inside the Beltway, the Mount Vernon Parkway, and
Colonial Parkway. To my knowledge, these restrictions are not related to issues of
safety, so there must be other factors which VDOT and the CTB use in restricting truck
traffic on primary roads. I suspect that in some cases the issues have to do with scenic
quality and historical significance, issues which also are present on Routes 231 and 22.
In addition, there are numerous truck restrictions in and around towns and cities.
How many more primary roads in Virginia with restrictions to truck traffic might there
be? And why have you chosen to ignore so many other facts associated with the request
by the BOS? I am interested to know what set of accident statistics you refer to in your
letter, and also why VDOT chose the particular three and one-half year period for the
analysis. This specific time period conveniently ignores the single greatest traffic-
related tragedy in Albemarle County in 1995 or in recent memory. Three adults were
killed and an infant was critically injured in a head-on collision with a tractor trailer.
How can this fact be lost on VDOT and the Transportation Board? Also, how can you
dismiss the 116 accidents in three and a half years? That is an average of three
.. .
Mr. David Gehr
Page 2
January 16, 1996
accidents a month, incredibly high odds that, in any given week, the residents of Routes
231 and 22 will be involved in an accident on that road.
Within the past three weeks yet another truck accident has occurred on Routes 231 and
22. Two tractor trailers traveling in opposite directions collided at the intersection of
Routes 231 and 22 at the Cismont Store. This accident involved damage to the store
property and narrowly avoided what could have been extensive personal injuries. Less
than two minutes before the accident a school bus was at that exact location making a
regularly scheduled stop. Also, the trucks narrowly missed colliding with the gasoline
pumps located less than ten feet in front of the store. There have been numerous
incidents of single truck accidents where trucks have run off the road. Do these not
count as accidents? In the past week, a three car accident occurred on Route 231 north
of Cash Corner, and during the snow emergency on Monday, I observed at least two
tractor trailers on Route 231. What on earth can these drivers be thinking?
There have been numerous other accidents involving other types of trucks on Routes 231
and 22 demonstrating that, if the road is not even safe for the smaller trucks, why
should we assume that a truck some 70 feet long, grossing 65,000 pounds or more, and
often traveling in excess of 60 miles an hour is any safer? Including the tractor trailer
which, in July 1994, dumped its load of precast concrete on a passing car permanently
crippling the driver, how many other accidents has VDOT chosen to conveniently ignore?
And how much more death and personal injury are the citizens of Albemarle County
suppose to endure at the hands of the CTB?
Now that Governor Allen has declared Virginia open for business it is clear that the
Administration puts a greater emphasis on the free flow of commerce across the borders
of the Commonwealth they do in the public health, safety, and welfare of its citizens. The
fact is that observations confirm that the predominance of the tractor trailers utilizing
Routes 231 and 22 as a convenience are out-of-state trucks. There is a high probability
that these trucks are passing through Virginia and conducting no trade here whatsoever.
Certainly they are not serving any commercial purpose in Albemarle County, and yet it
is the local citizens who absorb the greatest risk and suffer the greatest injury.
You cite the resolution adopted by the Orange County BOS requesting that VDOT not
restrict tractor trailer traffic on Routes 231 and 22 as a reason to dismiss the request
by the Albemarle County BOS. However, the statement by the Orange County BOS that the
proposed restriction will affect the continued economic health of their county is totally
unfounded. What possible study could they refer to that would substantiate such a claim?
No such study exists! Orange County, which is small compared to most Virginia counties
is served by no fewer than eight primary roads, including Routes 3, 15, 20, 22, 33,
230, 231, and 522. Any of the other seven primary roads is more suited to commercial
truck traffic than Route 231. And, all of these roads provide reasonable, alternative
routes to destinations outside the county. The economic vitality of Orange County is in no
way tied to Route 231 except that Route 231 is recognized as one of the premiere scenic
roads in the nation and provides a prime tourist conduit to the county linking Monticello
with Montpelier; a role which can only be hindered by a reputation as a killer highway.
J .
.,
Mr. David Gehr
Page 3
January 16, 1996
The residents along Routes 231 and 22 believe that VDOT and the CTB should take a
harder look at the ~ issues associated with allowing through traveling tractor
trailers continued access to Routes 231 and 22. The evidence is overwhelmingly in
support of a restriction. Perhaps VDOT and the CTB should conduct one of the
Administration's much favored cost/benefit analyses to compare the costs of lost lives,
medical bills, increased insurance premiums, lost work, property damage, and pain and
suffering with the benefits of allowing out-of-state trucks, the majority of which
conduct no business in Virginia and pay only a small amount of tax, to use a 15-mile
segment of roadway. Failing to impose the restriction unnecessarily risks the health,
safety, and welfare of the citizens which, as public servants, you and the CTB have a duty
to protect.
If Klockner-Pentaplast believes Routes 231 and 22 are too dangerous for their trucks,
and they should know, what makes you and the CTB so sure this road segment is safe
enough for all the other trucks?
ce. Sen. Emily Couric
Del. Mitch VanYahres
Del. Peter Way
Hon. Charlotte Humphris
Hon. Robert Martinez
Hon. Bill Roudebush
",
..
I ATTACHMENT E I
Mr. David R. Geher
VDOT
DRAFT
Dear Mr. Geher:
We are in receipt of your January 16,1996 correspondance to The Honorable Mitchell Van
Yahres regarding restriction of truck traffic on Routes 22/231 in Albemarle County. While we
appreciate the efforts VDOT is undertaking to identify measures for improved safety along the
roads, we are displeased with VDOT's failure to restrict trucks as the County had requested in its
resolution of June 7, 1995. In his letter of January 16, 1996 to you, Mr. John P. Moore, a
resident in the area, notes circumstances and poses questions regarding truck restriction that we
believe deserve serious consideration. In the intervening time since the County made its request
incidents continue to occur involving trucks on these road sections. It is our hope that VDOT
will further consider this issue and move forward with the necessary steps to institute the
restrictions.
Your continued assistance in this matter is greatly appreciated. We look forward to hearing
further from you.
Sincerely,
Charlotte Humphris
cc: The Honorable Mitchell Van Yahres
John P. Moore
Angela Tucker
Don Askew
I:\GENERAL\SHARE\CILIMB\22-231.L TR
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COUNTY OF ALBEMARLE
EXECUfIVE SUl\1MARY
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AGENDA TITLE:
Chris Greene Lake Watershed Report
AGENDA DATE:
March 6, 1996
ITEM NITMRER:
ACTION;
INFORMATION:
SIJRjECT IPROPOSA I jREQlJEST:
Report on the watershed protection implications of
designating Chris Greene Lake as a public water supply
reservoir.
r.ONSENT AGENDA:
ACTION;
INFORMATION: X
A TT Ar.HMENTS:
STAFF r.ONTACT(S):
Messrs. Tucker, Ms. Higgins, Mr. Hirschman
REVIEWED RY:
RAr.KGROIJND:
On August 2, 1995, The Board of Supervisors requested a report detailing the watershed protection consequences of designating
Chris Greene Lake as a public water supply reservoir. The request arose due to information made available in the "Urban Raw
Water Management Study," conducted by Black & Veatch for the Rivanna Water and Sewer Authority. An addendum to the
report outlined the possibility, based on computer models, of augmenting the safe yield of the North Fork water system by using
supplemental releases of water from Chris Greene Lake. According to the study, the North Fork system could increase its safe
yield from 1 million gallons per day to approximately 2 million gallons per day, which is the current treatment capacity of the
North Fork plant. Supplemental releases from the lake would only be needed during very rare drought events. Black & Veatch
also predicted that supplemental releases would not effect measurably the recreational use of Chris Greene Lake.
DISC1TSSION:
If the Board designated Chris Greene Lake as a public water supply reservoir, certain watershed protection ordinances would
apply to land that lies within the lake's watershed. The attached report outlines the consequences of this action. The report
alludes to a new consolidated water resources ordinance that is currently in draft form. If this ordinance is adopted, it would
supplant the current ordinances that pertain to drinking water reservoir protection. In the event that Chris Greene Lake is
designated as a water supply, confusion related to grandfathering language and ordinance amendments could be avoided if the
designation were handled concurrently with consideration of the new ordinance. A draft of the new ordinance will be
undergoing internal and external review this spring.
REr.OMMENDA TION:
This report is presented for information at this time. Staff recommends addressing designation of Chris Greene Lake as a water
supply when the new consolidated water resources ordinance is presented to the Board within the year.
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COUNTY OF ALBEMARLE
Department of Engineering
401 Mcintire Road
Charlottesville, Virginia 22902-4596
(804) 296-5861
WATERSHED PROTECTION & CHRIS GREENE LAKE
County of Albemarle, Department of Engineering
February 20, 1996
This report analyzes the issues involved with watershed protection if Chris Greene Lake is
designated a drinking water supply impoundment by the Board of Supervisors. The report was
requested by the Board at their August 2, 1995, meeting.
How Are Drinking Water Watersheds Protected In Albemarle County?
A Watershed Management Plan for the South Fork Rivanna Reservoir watershed was
developed in 1977 and revised in 1979. The County's Runoff Control Ordinance was a
recommendation of this plan, and was adopted by the Board of Supervisors in 1980. The
ordinance applies to "public drinking water supply impoundments." At present, the ordinance
applies to the watersheds of the following reservoirs: South Fork Rivanna, Beaver Creek,
Sugar Hollow, Ragged Mountain, Totier Creek, and the future Buck Mountain reservoir (see
Map 1). If Chris Greene Lake is designated as a public water supply impoundment, the
Runoff Control Ordinance would apply automatically.
The chief features of the ordinance are building and septic setbacks from all streams and
drinking water reservoirs and a provision for Runoff Control Permits. These permits are
designed to ensure that development results in no net increase in stormwater runoff and the
control of pollutants.
It should be noted that an effort is currently underway to develop a "consolidated water
resources ordinance." The goal of this effort is to produce one document that would govern
water resources County-wide. At present, the County has four separate water resources
ordinances that are confusing and often conflicting with each other. The new ordinance will
also involve the City and University to facilitate a comprehensive, regional approach to
stormwater and water quality. At present, a first draft of the new ordinance is under review
by County, City, and University engineering staff. A focus group will also review the draft
ordinance in February or March. If the new ordinance is adopted, the current Runoff Control
Ordinance will be superseded. However, water supply watersheds will still be treated as
special areas requiring higher levels of protection.
FAX (804) 972-4035
What Area Does The Greene Lake Watershed Encompass?
The Chris Greene Lake (CGL) watershed is approximately 6.13 square miles (3921 acres) in
size, and encompasses almost all of the drainage area of Jacobs Run. By comparison,
watersheds currently protected by the Runoff Control Ordinance encompass 280 square miles
(see Maps 1 and 2). The CGL watershed contains the current Village of Earlysville and the
western section of the Charlottesville/ Albemarle Airport. All other land uses are primarily
agricultural and/or residential in the RA zoning district (see Map 3).
Chris Greene Lake was constructed in 1967-68. The project was undertaken by the Board of
Supervisors at that time to provide a drinking water supply. In 1970, the Board approved the
recreational development of CGL. Recreational development was accomplished with local,
state, and federal funds. The state contribution was $75,000 and the federal share was
$149,000.
What Are The Consequences To Designating CGL As A Water Supply?
As mentioned previously, the Runoff Control Ordinance would automatically take effect in the
CGL watershed if that water body is designated a "public drinking water impoundment. "
Several other County ordinance sections would also become effective:
· Section 4.2.1 of the Zoning Ordinance requires each lot or parcel to have a building
site with area for buildings and structures, a primary drainfield, and a reserve
drainfield. The section states that building sites cannot be within the setback limits
prescribed in the Runoff Control Ordinance (200 feet from the flood plain of a
reservoir and 100 feet from any stream that feeds a reservoir).
· Section 10.5.2.1 of the Zoning Ordinance authorizes special use permits to increase the
number of development rights (lots) except for property within the watershed of a
public drinking water impoundment.
The effects of these ordinances and other issues in the CGL watershed are summarized below:
Village of Earlysville: Property that is zoned VR in the Village of Earlysville would
have to abide by the setback requirements. This would make Earlysville similar to the
Community of Crozet, which is a growth area in the South Fork Rivanna watershed
(and where stream setbacks apply). However, Earlysville does not have a regional
runoff strategy, such as the Lickinghole Basin, to "define" the growth area.
The Planning Commission has recommended that Earlysville be removed as a growth
area in the next update of the Comprehensive Plan. According to the Planning
Department, applying stream setbacks and runoff controls to Earlysville would not
have a significant impact due to the fact that the number of large, undeveloped tracts
remaining with VR zoning is quite limited; the existing growth area is relatively built-
out.
2
If Earlysville is removed as a growth area and CGL is designated a water supply,
property that remains zoned VR would have to meet the standards of the Runoff
Control and Zoning Ordinances. It may be necessary to undertake ordinance
amendments in order not to render existing lots unbuildable in this area. The new
water ordinance could also address these issues up front.
Charlottesville-Albemarle Airport: Previous concerns have been raised about the
quality of runoff from the Airport. The Erosion Control Inspector from the
Engineering Department has inspected the detention facility that catches all water from
the airport that drains to Jacobs Run and CGL. At that time, the facility was in good
operating order. In addition, the Airport complies with federal regulations for
stormwater runoff and performs periodic water quality monitoring on the discharge
from its facilities.
In a separate effort, the Rivanna Water and Sewer Authority has tested water quality in
Chris Greene Lake itself. Testing was performed for all Safe Drinking Water Act
constituents (volatiles, synthetic organics, herbicides and pesticides, and metals). None
of the results exceeded EP A standards for drinking water, and most were below the
detection limits of the laboratory instruments.
With regard to future impacts of Runoff Control and Zoning Ordinance standards on
the Airport, the Airport administration reports that their master plan shows no new
structures in the Jacobs Run drainage area. Future runway expansions or the
installation of navigation equipment may take place in the drainage area, but the
ordinances should not affect these activities in any considerable way.
If CGL is designated as a water supply, a formal communication procedure should be
established between the Airport and the Rivanna Water and Sewer Authority in the case
of any spills or chemical releases. This can be coordinated through the Emergency
Operations Center.
Chris Greene Lake Park: If CGL is designated a water supply, any future facility
improvements at the park would be subject to the Runoff Control Ordinance, or the
consolidated ordinance that replaces it. At present, almost all park facilities are within
the 200 foot setback, including the boat house, concession stand, and bath house.
According to the Parks and Recreation Department, the main project planned for the
near future is the construction of a handicapped-accessible fishing pier. This structure
would help the park comply with ADA. The pier, by necessity, would be within the
setback. It is likely that construction of the pier could be coordinated with the Runoff
Control Ordinance due to amendments made in 1994 (the amendments address building
setback requirements and allowable encroachments on parcels platted prior to 1990).
The only other structures envisioned by Parks and Recreation at this time are picnic
shelters.
3
Looking into the future, it is likely that the new consolidated ordinance will contain an
exemption to the setback for some water-related or recreational uses.
A related matter is the current availability of 56.7 acres of land adjacent to the park on
the north side of the lake. If the County were to obtain this property, it would not only
provide a buffer and future recreational potential for the park, but would help to protect
CGL as a water supply.
If the CGL water supply designation proceeds, the Parks and Recreation Ordinance
would need to be amended to address the continued recreational use of a lake utilized
by the Rivanna Water and Sewer Authority as a water supply. Finally, implementing
runoff measures in the watershed of Chris Greene Lake for the purpose of water supply
protection is likely to have the ancillary benefit of preserving water quality for
swimming at the park, especially during the summer months when park usage is the
highest.
The Remaining Watershed Area: The remaining watershed area is zoned RA, and new
development would be subject to Runoff Control and Zoning Ordinance provisions. As
in the Village of Earlysville, ordinance amendments may be needed to avoid creating
unbuildable lots if and when CGL is designated a water supply.
Should Chris Greene Lake Be Protected, Even If The North Fork Rivanna River Is
Currently Unprotected?
Chris Greene Lake does not have an intake structure with a pipeline leading to the North Fork
Water Treatment Plant. In this regard, it is different than the other water supply reservoirs in
the County. If designated a water supply, it would be the only reservoir that relies on releases
of water to augment stream flow to a downstream water intake. Chris Green Lake already
releases water to the North Fork Rivanna, but not in a deliberate way to augment water
supply.
Due to this particularity, the issue has been raised as to whether CGL I S watershed should be
protected in the same way as for the other reservoirs. The confounding factor in this issue is
that the Runoff Control Ordinance does !lQ1 apply to the North Fork Rivanna River above the
water intake. Most of this watershed area is in Greene County (see Map 4).
In one sense, it is legitimate to treat impounded reservoirs differently than "run-of-the-river"
water intakes. Impoundments serve to trap and hold sediment, nutrients, and other pollutants
that affect a lake's water quality, while this trapping and holding does not take place, to the
same extent, in the flow of a river. One could make the corresponding argument that
watershed management is more critical, therefore, in the watershed of impounded reservoirs.
This argument should not distract our County from realizing that watershed management in the
entire North Fork Rivanna watershed is still important, and that the obstacles to its
implementation are more political than technical, due to the Greene County factor.
4
At present, most of the water in the North Fork system that ends up as drinking water comes
from the North Fork Rivanna River. Based on information in the Black & Veatch analysis
performed for RWSA, Chris Greene Lake could, sometime in the future, provide
approximately half the water to the water treatment plant during some times of the year (low
flow) during rare drought years. In other words, supplemental water from CGL could double
the amount of water being treated at the plant for short periods of time if demand and weather
conditions warranted the extra release (thus increasing the safe yield of the system from its
present level of 1 million gallons per day to approximately 2 million gallons per day).
It must be stressed that during times of normal or high flow, most of the water would still
come from the North Fork Rivanna River. In fact, the Black & Veatch computer model
analysis indicated that a one foot or less drawdown of CGL would have occurred only four
times between 1943 and 1991 had a 2 million gallon per day yield been required at the
treatment plant.
It is a legitimate concern that land use measures adopted to protect the watershed of CGL
would provide benefit only during very rare drought conditions, and thus may have a low cost-
benefit ratio. This argument is tempered by the following: (1) CGL is continuously releasing
water to the intake, although not at a volume that doubles the safe yield, (2) watershed
protection measures would also benefit the recreational use of the lake, and (3) water quality is
most vulnerable during drought times when CGL's contribution to the intake would be the
greatest.
In summary, the application of watershed protection measures to the watershed of Chris
Greene Lake is a sound concept. The core of this argument is that: (1) reservoirs trap
pollutants, (2) CGL's contribution of water to the treatment plant has the potential to be
substantial at drought times when water quality is most critical, (3) land use and zoning
concerns are not insurmountable and could be addressed through ordinance amendments
and/or in the new water ordinance, and (4) this approach would be consistent with
management measures used to protect all of the other public water supply reservoirs. A
corollary recommendation is that applying similar watershed protection measures to the North
Fork Rivanna watershed above the intake should be considered and cooperative agreements
with Greene County pursued.
Conclusions and Recommendations
The conclusions and recommendations discussed in this report are summarized below:
· If Chris Greene Lake is designated a water supply impoundment, watershed protection
measures will apply automatically. This is sound from both a water quality and
regulatory point of view.
· The designation should not create unbuildable lots in the watershed. Ordinance
amendments may be needed to accomplish this. If the designation is delayed until the
new consolidated water ordinance is ready to be presented to the Board, the number of
ordinance amendments would be reduced. The new ordinance can address these issues
up front, and confusion related to grandfathering language can be avoided. It is
anticipated that the new ordinance will be ready in the summer of 1996.
5
If designation proceeds prior to consideration of the new water ordinance, it will be
important to coordinate with the County Attorney's office on needed ordinance
amendments.
· A formal communication procedure should be established between the Airport and the
Rivanna Water and Sewer Authority in the case of any spills or chemical releases.
This can be coordinated through the Emergency Operations Center.
· The County should investigate the costs and benefits of purchasing 56.7 acres of land
with frontage on Chris Greene Lake immediately adjacent to the County park. This
land would not only provide future recreational potential, but would help protect the
watershed of the lake.
· Applying watershed protection measures to the North Fork Rivanna River watershed
above the water intake should be considered and evaluated. The staff-proposed growth
area expansions for the Land Use Plan drain below the intake, and the small section of
the UREF property that drains above the intake has been thoroughly reviewed as part
of that project's Comprehensive Plan amendment and rezoning application.
Cooperative agreements with Greene County for watershed protection should be
pursued, as recommended in the Comprehensive Plan.
6
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MAP 1: PROTECTED DRINKING WATER WATERSHEDS &
POTENTIAL CHRIS GREENE LAKE ADDITION
COUNTY LOCATION
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DAVID R. GEHR
COMMISSIONER
r~' R (fl..'.) P.L f1.
i n L~ '~-i f< rl
, d\ r;;;';-~_C';.....:,:
iiffB27
COMMONWEALTH of VIRGINIA!"-~:;-'--~"
DEPARTMENT OF TRANSPORTATION
701 VDOT WAY
CHARLOTTESVILLE, 22911
, .,_w......~.,,'_.._~.-"'....~~..,,>_"'.,.,.-_""._.......
February 22, 1996
A.G.TUCKER
RESIDENT ENGINEER
,-~.. ~ .'-l\..., _ ...:;?/-;:9~
Current proj ects~t'n(tJ Hem Nil, !!'~~~~t?J>
Construction Schedule
Ms. Ella W. Carey, Clerk
Board of Supervisors
County Office Building
401 McIntire Road
Charlottesville, VA 22901
Dear Ms. Carey:
Attached find the monthly update on highway improvement projects currently
under construction in Albemarle County. Please see that this information is
forwarded to the Board of Supervisors members. I will be prepared to discuss this
matter with them at the next meeting if they so desire.
Sincerely,
~tLy
/smk
attachment
cc: R. W. Tucker, Jr. w/attachment
David Benish w/attachment
TRANSPORTATION FOR THE 21ST CENTURY
".
Projects Under Construction
Albemarle County
March 1, 1996
Route Location Status Estimated
No. Compo Date
29 From Hydraulic Rd. (Rte. 743) Construction 98% Complete Jul 96 *
To N. of Rio Road (Route 631)
240 Route 240 Bridge Replacement Construction 97% Complete Feb 96
Near Int. Route 250
29 From N. of Rio Road (Route 631) Construction 45% Complete May 97
To S. Fork Rivanna River
671 Bridge Replacement Construction 90% Complete Apr 96 *
At Millington
682 From Route 250 to Construction Started Jan 96 Dec 96
1.7 Mi. S. Route 787
* Revised Date
** New Project
DAVID R. GEHR
COMMISSIONER
I
~~"""'-,~ :
- _,-~D OFSZ;~RV'7S~~-
COMMONWEALTH of VIRGIN~~; ;1...' ;';t~,p
DEPARTMENT OF TRANSPORTATION
1601-0RANGE ROAD
CULPEPER. 22701-3819 DONALD R. ASKEW
DISTRICT ADMINISTRATOR
L 1
February 21, 1996
Route 29 Bypass
Proj. 6029-002-F22,PE101,
RW201,C501
From: 1.12 km (0.70 mi.) N.
Route 29/250 Bypass
To: 0.80 km (0.50 mi.) N. of
South Fork of Rivanna River
UVA Connector Road
Proj. RUVA-002-101,PE101
From: Route 250 Bypass
To: Massie Road
Mr. Robert W. Tucker, Jr.
Albemarle County Executive
401 McIntire Road
Charlottesville, Virginia 22902-4596
Dear Mr. Tucker:
There will be a citizen Information Meeting regarding the subject
projects on Monday, March 11, from 2:00 to 8:00 p.m. in the Sheraton
Inn Charlottesville located at 2350 Seminole Trail in Albemarle
County.
The purpose of the meeting is to provide interested citizens an
opportunity to informally review and discuss the alternative
alignments within the corridor being studied. Representatives of the
consultant team and the Virginia Department of Transportation will be
present to answer questions.
A copy of the public hearing notice and map is enclosed.
Sincerely,
J~/) Ii Il/ 1, l/f
. i(/tv! /J/ I (j(vvv~1 /~
Robert H. Connock, Jr.
District Construction Engineer
RHCjr:lcs
TRANSPORTATION FOR THE 21ST CENTURY
COUNTY OF Al.eE~..1ARLE
lID' G5l rr' lli1~ [ffi
1Mk:~7;;,dlW
-EXECUTIVE OFFICE
Enclosure
r
ROUTE 29 BYPASS
Albemarle County
--------------------
Citizen InformationIParticipation Meeting
--------------------
Meetin2:
Madly, March 11,1996 * * * Anytirre betwem2:oopm and 8:00pm
To be held at the Sheraton Inn Charlottesville located at 2350
Seminole Trail (Route 29) in Albemarle County north ofthe City of
Charlottesville.
Puroose:
To provide interested citizens an opportunity to informally review
and discuss the alternative alignments within the corridor being
studied. The proposed Route 29 Bypass will be a four lane limited
access roadway located to the west of the existing Route 29 from the
Route 29/250 bypass to approximately 0.5 mile north of the South
Fork of the Rivanna River and includes an extension into the North
Grounds of the University of Virginia. Representatives of the
consultant team and the Virginia Department of Transportation will
be present to answer questions.
Comments:
Written comments and other exhibits relative to the proposed
project may be submitted at the meeting or sent to the
Department at any time within 10 days after the meeting.
SDecial Assistance:
If you require additional information or special assistance to attend
and participate in this meeting please contact:
~e Residency: 804-293-0011
'~l!!!!I' Virginia Department of Transportation
Device for the Hearing Impaired (TfY): 1-800-307-4630
Project: 6029-OO2-F22,PE-IO 1,RW-20 1,C-501
Federal Project: AC-NH-037-2 (130)
Project: RUVA-002-101,PE-lOl
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George Allen
Governor
COMMONWEALTH of VIRGINIA
Office of the Governor
23
,._..._..__1
""""""'.--""'----
Robert E. Martinez
Secretary of Transportation
February 15, 1996
Ms. Ella W. Carey, Clerk
Office of the Board of Supervisors
Albemarle County
401 McIntire Road
Charlottesville, Virginia 22902-4596
..;~ _,~., ~ 3:/-d
~Nda htlH Nu/!L~~~~p/t1
Dear Ms. Carey:
Governor Allen has asked me to thank you for sending the
resolution adopted by the Board of Supervisors regarding the
Department of Transportation's maintenance facilities.
As you know, a study of the Department of Transportation's
maintenance supervisory staff statewide was recently completed.
No decisions to move or close maintenance facilities will be made
until all impacts of such activities have been fully
investigated.
I appreciate you taking the time to send us the Board's
comments.
Sincerely,
d\vvt I ~~
Robert E. Martinez]
REM/cmg
cc: Mr. David R. Gehr
P.O. Box 1475 · Richmond, Virginia 23212 · (804) 786-8032 . IDO (804) 786-7765
,
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6'.//
1995
FOURTH QUARTER
BUILDING REPORT
County of Albemarle
Department of Planning and Community Development
401 Mcintire Road
Charlottesville, Virginia 22902-4596
(804) 296-5823
INDEX
I. Comparison of New Residential Dwelling Units by Month(Charts A & B)
II. Comparison of Residential Dwelling Units by Type (Charts C & D)
III. Comparison of All Building Permits (Chart E)
IV. Comparison of Certificates of Occupancy (ChartsF - H)
KEY TO TVPESOF HOUSING REFERRED TO IN REPORT
SF
SFA
SFITH
DUP
MF
MHC
Single FamUy(includes modular)
Single Family Attached
Single Family Townhouse.
Duplex
Multi-Family
Mobile Home in the County(not in an
existing park)
Accessory Apartment
AA
-2-
During the fourth quarter of 1995,156 permits were issued for 156 dwelling units. In addition, 2 permits were
issued for mobile homes in existing parks at an average exchange value of $2,500, for a total of $5,000.
I. COMPARISON OF NEW RESIDENTIAL DWELLING UNITS BY MONTH
Chart A. Nine Year Comparison of New Residential Dwelling Units by Month
MONTH'
JAN
FEB
MAR
----------.---- - - ---
APR
MAY
JUN
JUL
AUG
SEP
noel'
NOV
DEC '
i
TOTAL i
1987
1988
1989
1990
1991
1992
38 22 93
35 40 172
62 91 61
70 71 49
73 83 89
56 83 220
803o-u 67
46 49 74
45 46 72
60-------s2--- - -- 56
49 60 301
40 46 55
56
68
92
82
75
85
42
87
90
----------..-
48
37
42
64 183
31 72
57 64
62 72
44 62
54 48
58 --- 62-u--
58 126
55 48
-39 ----~-
42 49
50 37
654
673
1309
804
614
866
------.. ._~-------------------~
596
Chart B. Three Year Comparison of New Residential Dwelling Units by Month
1993
1994
49 190
56 53
58 72
--------~---_.._.._-
76 69
45 60
79 70
--Sf-186
116 49
45 47
68 51
65 60
67 32
805
939
iGhart B: Three Year Comparison of New Residential D.U. by Month I
200 ----~---~-____
(/) 180
t:
Z 160
::>
C) 140 c-
Z
:3 120 ~
w
~ 100 c-
O
~ 80
w
Z 60
L.L
o 40
c:i
Z 20
o
~.,..,.,..",.,Il ..'.
IlIl
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
MONTH
-----------------6)
! I!JZ] 1993 .1994 c 1995
Prepared by Albemarle County Planning and Community Development
1995
50
43
47
46
41
62
51
44
56 i
42
66
48
-3-
II, COMPARISON OF RESIDENTIAL DWELLING UNITS
Chart C. Breakdown of New Residential Dwelling Units by Magisterial District and Dwelling Unit Type
MAGISTERIAL DWELLING UNIT TYPE TOTAL Yo TOTAL
DISTRICT SF SFA SFfTH DUP MF MHC AA D,U. D.U,
RIO(formerly Charlottesville) 5 0 7 0 0 0 0 12 8%
JACK JOUETT 5 0 0 0 0 0 0 5 3%
RIVANNA 55 4 9 0 0 0 2 70 45%
SAMUEL MILLER 13 0 0 0 0 0 0 131 8%
SCOTTSVILLE 25 3 0 0 0 4 0 32 21%
WHITE HALL 20 4 0 0 0 0 0 24 15%
I 100%1
TOTAL 1231 11 16 0 0 4 2 156
i i
Chart D, Breakdown of New Residential Dwelling Units by Comprehensive Plan Area and Dwelling Unit Type
COMPREHENSIVE PLAN AREA DWELLING UNIT TYPE TOTAL
SF SFA SFfTH DUP MF MHl; AA UNITS
URBAN NEIGHBORHOOD 1 0 0 0 0 0 0 0 0
URBAN NEIGHBORHOOD 2 15 2 16 0 0 0 0 33
URBAN NEIGHBORHOOD 3 0 0 0 0 0 0 0 0
URBAN NEIGHBORHOOD 4 11 3 0 0 0 0 0 14
URBAN NEIGHBORHOOD 5 4 0 0 0 0 0 0 4
URBAN NEIGHBORHOOD 6 0 0 0 0 0 0 0 0
URBAN NEIGHBORHOOD 7 0 0 0 0 0 0 0 0
CROZET COMMUNITY 3 4 0 0 0 0 0 7
HOLL YMEAD COMMUNITY 21 0 0 0 0 0 1 22
SCOTTSVILLE COMMUNITY 0 0 0 0 0 0 0 0
EARL YSVILLE VILLAGE 0 0 0 0 0 0 0 0
NORTH GARDEN VILLAGE 0 0 0 0 0 0 0 0
PINEY MOUNTAIN VILLAGE 0 2 0 0 0 0 0 2
RIVANNA VILLAGE 9 0 0 0 0 0 0 9
H AREA AL 63 11 16 0 0 0 1 91
RURAL AREA 1 18 0 0 0 0 0 1 19
RURAL AREA 2 12 0 0 0 0 0 0 12
RURAL AREA 3 17 0 0 0 0 0 0 17
RURAL AREA 4 13 0 0 0 0 4 0 17
RURAL AREA SUBTOTAL 60 0 0 0 0 4 1 65
TOTAL 123 11 16 0 0 4 2 156
Prepared by Albemarle County Planning and Community Development
-4-
III. COMPARISON OF ALL BUILDING PERMITS
Chart E. Estimated Cost of Construction by Magisterial District and Construction Type
MAGISTERIAL NEW .NEW NON-RES. NEW COMMERCIAL FARM BUILDING TOTAL
DISTRICT RESIDENTIAL & ALTER. RES. & NEW INSTITUT. & ALTER. COMM.
No. Amount-$ No. Amount-$ No. Amount-$ No. Amount-$ No. Amount-$
RIO 12 1,502,055 17 271,730 4 850,000 16 647,613 49 3,271,398
JOUETT 5 1,300,000 10 89,131 0 0 5 174,000 20 1,563,131
RIVANNA 70 7,899,156 51 1,498,596 7 3,763,000 16 1,380,700 144 14.541,452
S. MILLER 13 3,705,000 28 679,560 0 0 4 723,000 45 5,107,560
SCOTTSVILL 32 3,712,857 28 324,643 2 9.350,000 4 13,759 66 13,401.259
WHITE HALL 24 3,912,580 42 524,861 0 0 5 725,332 71 5,162,773
TOTAL 156 22.031,648 176 3,388,521 13 13,963.000 50 3,664,404 395 43.047.573
. Additional value of mobile homes placed in existing parks is included in Residential Alteration Category.
IV. CERTIFICATES OF OCCUPANCY
Chart F. Breakdown of CO's for Residential Dwelling Units by Elementary School District and Dwelling Unit Type
SCHOOL DWELLING UNIT TYPE TOTAL PERCENT
DISTRICT SF SFA SFfTH DUP MF MHC AA D.U. TOTAL D.U.
Agnor-Hurt 14 2 8 0 0 0 0 24 17.91%
Broadus Wood/Sutherland 0 0 0 0 0 0 0 0 0.00%
Broadus Wood/Jouett 2 0 0 0 0 1 0 3 2.24%
Brownsville 3 0 0 0 0 0 0 3 2.24%
Crazet 8 3 0 0 0 0 0 11 8.21%
Greer 0 0 0 0 0 0 0 0 0.00%
Hollymead 3 7 0 0 0 0 0 10 7.46%
Meriwether Lewis/Henley 2 0 0 0 0 0 0 2 1.49%
Meriwether Lewis/Jouett 2 0 0 0 0 0 0 2 1.49%
Murray 3 0 0 0 0 0 0 3 2.24%
Red Hill 9 0 0 0 0 0 0 9 6.72%
Cale/Burley 0 1 0 0 0 0 0 1 0.75%
CalelWalton 9 2 0 0 0 1 0 12 8.96%
Scottsville 2 0 0 0 0 0 0 2 1.49%
Stone Robinson/Burley 17 1 0 0 0 1 1 20 14.93%
Stone RobinsonlWalton 7 0 0 0 0 0 0 7 5.22%
Stony Point/Burley 3 0 0 0 0 0 0 3 2.24%
Stony Point/Sutherland 7 0 0 0 0 0 0 7 5.22%
Woodbraok 11 0 0 0 0 0 0 11 8.21%
Yancey 4 0 0 0 0 0 0 4 2.99%
TOTAL 106 16 8 0 0 3 1 134 100.00%
Prepared by Albemarle County Planning and Community Development
-5-
IV. CERTIFICATES OF OCCUPANCY (continued)
Chart G. Breakdown of CO's for Residential Dwelling Units by Magisterial District and Dwelling Unit Type
MAGISTERIAL DWELLING UNIT TYPE TOTAL
DISTRICT SF SFA SFfTH DUP MF MHC AA
RIO 2 0 0 0 0 0 0 2
JACK JOUETT 2 0 0 0 0 0 0 2
RIVANNA 53 11 8 0 0 1 1 74
SAMUEL MILLER 17 0 0 0 0 0 0 17
SCOTTSVILLE 21 2 0 0 0 1 0 24
WHITE HALL 11 3 0 0 0 1 0 15
TOTAL i 106 16 8[ 0 0 3 1 134
Chart H. Breakdown of CO's for Residential Dwelling Units by Comprehensive Plan Area and Dwelling Unit Type
COMP PLAN AREA DWELLING UNIT TYPE TOTAL
SF SFA SFfTH uU... MF MHI.; AA UNITS
URBAN NEIGHBORHOOD 1 0 0 0 0 0 0 0 0
URBAN NEIGHBORHOOD 2 14 2 8 0 0 0 0 24
URBAN NEIGHBORHOOD 3 0 2 0 0 0 0 0 2
URBAN NEIGHBORHOOD 4 8 2 0 0 0 0 0 10
URBAN NEIGHBORHOOD 5 2 0 0 0 0 0 0 2
URBAN NEIGHBORHOOD 6 1 0 0 0 0 0 0 1
URBAN NEIGHBORHOOD 7 0 0 0 0 0 0 0 0
CROZET COMMUNITY 5 3 0 0 0 0 0 8
HOLL YMEAD COMMUNITY 13 3 0 0 0 0 0 16
SCOTTSVILLE COMMUNITY 0 0 0 0 0 0 0 0
EARL YSVILLE VILLAGE 0 0 0 0 0 0 0 0
PINEY MTN. VILLAGE 1 4 0 0 0 0 0 5
NORTH GARDEN VILLAGE 2 0 0 0 0 0 0 2
RIVANNA VILLAGE 14 0 0 0 0 0 0 14
,
GROWTH A IVI1\L 60 16 8 0 0 0 0 84
RURAL AREA 1 5 0 0 0 0 1 01 6
RURAL AREA 2 12 0 0 0 0 1 1 14
RURAL AREA 3 9 0 0 0 0 0 0 9
RURAL AREA 4 20 0 0 0 0 1 0 21
RURAL AREA SUBTOTAL 46 0 0 0 0 3 1 50
i 16/
TOTAL 1061 8 0 0 3 1 134
I
Prepared by Albemarle County Planning and Community Development
.
YEAR.END
BUILDING
REPORT
INDEX
I. Comparison' of New Residential,
Dwelling Units by Month(Charts A & B)
U. ComparisonofResidentiatDwelling
Units by Type (GhartsC& D)
III. Comparison of All Building Permits
(Chart E)
IV. Comparison of Certificates of
Occupancy (Charts F - H)
KEY TO TYPES OF HOUSING
REFERRED TO IN REPORT
SF Single Family (indudes Modular)
SFA Single Family Attached
SFITH Single Family Townhouse
DUP Duplex.
MF Multi-Family Residence
MHC Mobile Homes in County
AA Accessory Apartments
----,.,..."...,.~-.,., -
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19 .. -
.... ?/-J?/
....,~~:' .~,v.;'_ / ;///2-
~l'Idl llem NO. ;!if . :c!..... .
County of Albemarle
Department of Planning and
Community Development
401 Mcintire Road
Charlottesville, VA 22902-4596
(804) 296-5823
-2-
In 1995, 596 permits were issued for 596 dwelling units. In addition, 26 permits were issued for mobile homes
in existing parks at an average exchange value of $2,500, for a total of $65,000.
I. COMPARISON OF NEW RESIDENTIAL DWELLING UNITS BY MONTH
Chart A. Nine Year Comparison of New Residential Dwelling Units by Month
i MONTH
JAN
FEB
MAR
'-APR
MAY
JUN I
-.---------l---
JUL i
AUG I
SEP
'-OCT
NOV
DEC
TOTAL
1987
1988
1989
93
172
61
49
89
220
67
74
72
'---56'-
301
55
673
1309
1990
56
68
92
82
75
85
42
87
90
48
37
42
804
1991
64
31
57
62
44
54
, 58
58
55
39'
42
50
614
1992
1993
1994
38 22
35 40
62 91
u 70 ' "--71---
73 83
56 83
80 -30
46 49
45 46
__un - 60---- 52 --
49 60
40 46
654
183 49 190
72 56 53
64 58 72
-------_._---~_._--------
72 76 69
62 45 60
48 79 70
-- ---_..~~------------_._-----
62 81 186
126 116 49
48 45 47
43 68-51-
49 65 60
37 67 32
866
805
939
Chart B. Three Year Comparison of New Residential Dwelling Units by Month
(/'J 180 ~
!::
Z 160
::>
C) 140
Z
:3 120
w
s: 100
Cl
s: 80
w
Z 60
u.
o 40
o
Z 20-
o ~
iChart B:--ThreeYear-Comparlson of New Residential D.U. by Month I
200
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JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
MONTH
CJl1993-;" 1994; 19951
Prepared by Albemarle County Planning and Community Development
1995
50
43
47
46
41
62 I
51
44
56 .
42'
66
48
596
-3-
II. COMPARISON OF RESIDENTIAL DWELLING UNITS
Chart C. Breakdown of New Residential Dwelling Units by Magisterial District and Dwelling Unit Type
MAGISTERIAL DWELLING UNIT TYPE TOTAL Yo TOTALI
DISTRICT SF SFA SFfTH DUP MF MHC AA D.U. D.U.
RIO(formerly Charlottesville) 16 0 14 0 0 0 0 30 5%
JACK JOUETT 12 0 0 0 0 0 2 14 2%
RIVANNA 207 21 33 0 0 2 3 266 45%
SAMUEL MILLER 63 0 0 0 0 1 3 67 11%
SCOTTSVILLE 85 7 0 0 0 21 1 114 19%
WHITE HALL 75 24 0 0 0 4 2 105 18%
TOTAL 458 52 47 0 0 28 11 596 100%1
I
Chart D. Breakdown of New Residential Dwelling Units by Comprehensive Plan Area and Dwelling Unit Type
COMPREHENSIVE PLAN AREA DWELLING UNIT TYPE TOTAL
SF SFA SFfTH DUP MF MHC AA UNITS
URBAN NEIGHBORHOOD 1 0 0 0 0 0 0 0 0
URBAN NEIGHBORHOOD 2 51 7 39 0 0 0 0 97
URBAN NEIGHBORHOOD 3 0 0 0 0 0 0 0 0
URBAN NEIGHBORHOOD 4 40 7 0 0 0 0 1 48
URBAN NEIGHBORHOOD 5 11 0 0 0 0 0 0 11
URBAN NEIGHBORHOOD 6 2 0 0 0 0 0 0 2
URBAN NEIGHBORHOOD 7 0 0 0 0 0 0 0 0
CROZET COMMUNITY 11 24 0 0 0 0 0 35
HOLL YMEAD COMMUNITY 77 8 8 0 0 0 1 94
SCOTTSVILLE COMMUNITY 0 0 0 0 0 1 0 1
EARL YSVILLE VILLAGE 0 0 0 0 0 0 0 0
NORTH GARDEN VILLAGE 3 0 0 0 0 0 0 3
PINEY MOUNTAIN VILLAGE 2 6 0 0 0 0 0 8
RIVANNA VILLAGE 48 0 0 0 0 0 0 48
uRuw I H AREA SUB I U I AL 245 52 47 0 0 1 2 347
RURAL AREA 1 59 0 0 0 0 4 5 68
RURAL AREA 2 36 0 0 0 0 2 1 39
RURAL AREA 3 65 0 0 0 0 1 3 69
RURAL AREA 4 53 0 0 0 0 20 0 73
!
RURAL AREA SUBTOTAL 213 0 0 0 0 27 9 249
TOTAL 458 52 47 0 0 281 11 596
Prepared by Albemarle County Planning and Community Development
-4-
III. COMPARISON OF ALL BUILDING PERMITS
Chart E. Estimated Cost of Construction by Magisterial District and Construction Type
MAGISTERIAL NEW .NEW NON-RES. NEW COMMERCIAL FARM BUILDING TOTAL
DISTRICT RESIDENTIAL & ALTER. RES. & NEW INSTITUT. & ALTER. COMM.
No. Amount-$ No. Amount-$ No. Amount-$ No. Amount-$ No. Amount-$
RIO 30 3.597,020 78 822,412 12 3,613,298 87 3,930,011 207 11.962,741
JOUETT 14 2,484,110 57 928,130 3 142,000 22 1,201,084 96 4,755,324
RIVANNA 266 34,801,319 217 3,891,894 29 5,690,435 52 2,418,725 564 46,802,373
S. MILLER 67 12,332,248 163 8,022,934 2 118,000 20 930,583 252 21,403,765
SCOTTSVILL 114 9,640.731 124 1,751,583 12 9,938,000 22 398,513 272 21,728,827
WHITE HALL 105 12,823,575 181 3,004,150 4 96,000 32 1,163,417 322 17,087,142
TOTAL 596 75,679,003 820 18,421.103 62 19,597,733 235 10.042,333 1,713 123,740,172
. Additional value of mobile homes placed in existing parks is included in Residential Alteration Category.
IV. CERTIFICATES OF OCCUPANCY
Chart F. Breakdown of CO's for Residential Dwelling Units by Elementary School District and Dwelling Unit Type
SCHOOL DWELLING UNIT TYPE TOTAL PERCENT
DISTRICT SF SFA SFfTH DUP MF MHC AA D.U. TOTAL D.U.
Agnor-Hurt 49 2 39 0 0 0 0 90 11.08%
Broadus Wood/Sutherland 2 0 0 0 0 0 0 2 0.25%
Broadus Wood/Jouett 29 0 0 0 0 6 0 35 4.31%
Brownsville 12 0 0 0 0 2 0 14 1.72%
Crozet 24 19 0 2 0 0 1 46 5.67%
Greer 0 0 0 0 0 0 0 0 0.00%
Hollymead 12 26 8 0 0 0 0 46 5.67%
Meriwether LewislHenley 23 0 0 0 0 0 1 24 2.96%
Meriwether Lewis/Jouett 2 0 0 0 0 0 0 2 0.25%
Murray 14 0 0 0 0 0 0 14 1.72%
Red Hill 16 1 0 0 0 0 0 17 2.09%
Cale/Burley 0 1 0 0 0 0 0 1 0.12%
CalelWalton 40 6 0 0 148 1 0 195 24.01%
Scottsville 7 0 0 0 0 1 0 7~1 0.99%
Stone Robinson/Burley 69 1 0 0 0 1 1 8.87%
Stone RobinsonlWalton 13 0 0 0 0 3 0 16 1.97%
Stony Point/Burley 7 0 0 0 0 0 0 7 0.86%
Stony Point/Sutherland 15 0 0 0 0 1 0 16 1.97%
Woodbrook 54 0 4 0 138 0 0 196 24.14%
Yancey 10 0 0 0 0 1 0 111 1.35%
i
TOTAL 398 i
56 51 2 286 16 3 812] 100.00%
Prepared by Albemarle County Planning and Community Development
-5-
IV. CERTIFICATES OF OCCUPANCY (continued)
Chart G. Breakdown of CO's for Residential Dwelling Units by Magisterial District and Dwelling Unit Type
MAGISTERIAL DWELLING UNIT TYPE TOTAL
DISTRICT SF SFA SFfTH DUP MF MHC AA
RIO 15 0 13 0 138 0 0 166
JACK JOUETT 15 0 0 0 0 0 0 15
RIVANNA 199 30 38 0 0 2 1 270
SAMUEL MILLER 45 1 0 0 0 1 1 48
SCOTTSVILLE 70 6 0 0 148 6 0 230
WHITE HALL 54 19 0 2 0 7 1 83
TOTAL 398 56 51 2 286 16 3 812
Chart H. Breakdown of CO's for Residential Dwelling Units by Comprehensive Plan Area and Dwelling Unit Type
COMP PLAN AREA DWELLING UNIT TYPE TOTAL
SF SFA SFfTH DUP MF MHC AA UNITS
URBAN NEIGHBORHOOD 1 0 0 0 0 0 0 0 0
URBAN NEIGHBORHOOD 2 48 2 39 0 138 0 0 227
URBAN NEIGHBORHOOD 3 0 2 0 0 0 0 0 2
URBAN NEIGHBORHOOD 4 38 6 0 0 148 0 0 192
URBAN NEIGHBORHOOD 5 4 1 0 0 0 0 0 5
'URBAN NEIGHBORHOOD 6 1 0 0 0 0 0 0 1
URBAN NEIGHBORHOOD 7 0 0 0 0 0 0 0 0
CROZET COMMUNITY 10 19 0 2 0 0 0 31
HOLL YMEAD COMMUNITY 66 9 12 0 0 0 0 87
SCOTTSVILLE COMMUNITY 0 0 0 0 0 0 0 0
EARL YSVILLE VILLAGE 2 0 0 0 0 2 0 4
PINEY MTN. VILLAGE 1 17 0 0 0 0 0 18
NORTH GARDEN VILLAGE 3 0 0 0 0 0 0 3
RIVANNA VILLAGE 59 0 0 0 0 0 0 59
GROWTH AREA SUtll U I AL 232 56 51 2 286 2 0 629
RURAL AREA 1 48 0 0 0 0 4 1 53
RURAL AREA 2 32 0 0 0 0 2 1 35
RURAL AREA 3 49 0 0 0 0 2 1 52
RURAL AREA 4 37 0 0 0 0 6 0 43
RURAL AREA SUBTOTAL 166 0 0 0 0 14 3 183
TOTAL 398 56 51 2 286 16 3 812
Prepared by Albemarle County Planning and Community Development
.
.
.
Acme
nistiibutcd l(l 1})IH(.\ L::!Z/
Aieno. nem Ng, 1~P" ~
Tel: 804-823-4351
Fax: 804-823-1625
Design Technology, Co.
1000 Allview Drive, Croze!, V A 22932
". : '.' r.iU \~ n \In f'--'
. iiJ l~ ,'') ls u \y ~ '.
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i111 FEB 2 8 ..or L .
',.Ii ,,,1 'i
,
~:' \RD OF SUPERVIS2~J
February 22, 1996
Ms. Ella W. Carey
Clerk of Board of Supervisors
COUNTY OF ALBEMARLE
401 Mcintire Road
Charlottesville, VA 22902
Dear Ms. Carey:
Enclosed is Acme Design Technology, CO.'s 1996 Strategic Plan. Also included: Income
Statement, Cost of Goods Sold, and Expenses.
The auditors are currently reviewing our books for 1995 and we expect to close within the
next two weeks. As soon as that is complete, I will be sending you our 1995 results, plus
the auditors' report. Within a week of that, I should be able to provide January 1 996
results.
Please advise if you have any questions.
Sincerely,
,..
=-~XbH#O'
.
Thomas D. Hall
President
ahd
Enclosure
"!
e
. ACME DESIGN TECHNOLOGY, CO.
CROZET, VA
..
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1996
ST~TEGIC PLANS
"
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Table of Contents
.
.
Company History
The Planning Process
1995 In Review
Strategic Plan Group
Company Strengths & Weaknesses
Sales & Marketing Department - Mission Statement & Marketing Plans
Strategic Plan for Engineering, Storage Product Group
Strategic Plan for Original Equipment Manufacturing
Strategic Plan for Purchasing
Strategic Plan for Production Control
Strategic Plan for Production & Operations
Strategic Plan for Manufacturing Engineering & Quality Control
Strategic Plan for Environmental
Strategic Plan for Maintenance
Strategic PJan for Traffic & Shipping
Strategic Plan for Service Department
ISO-9000
Strategic Plan for Human Resources
Strategic Plan for Finance & Accounting
"
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."
.
.
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Annual Report and 1996 Strategic Plan
Company History:
Acme Design Technology, Co. is a three year old custom metal fabrication company
specializing in high density filing and storage products. Supplementary lines include visible
filing equipment and an increasing core of Original Equipment Manufacturing (OEM)
customers.
Acme Design Technology, Co. purchased the assets of Acme Visible Records in 1992 and
simultaneously sold the paper machinery and accompanying product lines. The owners,
Thomas and Deanna Hall, have focused on building a premium, custom designed storage
product line and developing the OEM capabilities.
,
Located in Crozet, VA, the facility incorporates over 300,000 sq. ft. and sits on
approximately 25 acres in view of the Blue Ridge Mountains. Acme is located just off
Interstate 64 within 500 miles of 80% of the nation's population and business centers.
-
Acme utilizes state-of-the-art computer controlled production processes with a primary
focus on the metal cutting and bending operation. The product is then welded and
painted. State-of-the-art paint facilities, precision assembly and a quality assurance program
set the company apart from most metal fabricators. A complete tool and die shop and in-
house designers and engineers allow Acme to respond quickly to custom requests.
Acme currently employs about 100 people, supplemented by temporaries during peak
times. Acme's employee population is significantly older, and through retirment and
attrition, is being balanced with the addition of younger, more technologically aware
individuals.
,~.
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Acme Design Technology, Co.
Crozet, VA
The Planning Process:
The Strategic Planning Group for 1996 included supervisors and staff from all departments
and disciplines within Acme Design Technology, Co. The same group also served as the
focus group to study the feasibility of achieving the ISO-9001 designation in the next 18-
24 months.
The first planning session was held the end of September 1995 and focused on the state of
the market to develop a frame of reference for development of the 1996 plan. Guest
speaker was Stancel Riley III, Commercial Loan Officer with NationsBank. Mr. Riley
addressed the financial markets and the outlook for the economy in 1 996 and beyond.
Acme's Director of Sales, Bruce Chase, discusssed the major manufacturers of high density
storage products and the expected consolidation of the players and where the opportunities
lay. Concensus is that Acme is currently among the top five manufacturers and is
positioned to be at least number three through its Acme line and possible private labeling
of current competitors.
e
Wayne Berge, independent-consultant at Acme, spoke about OEM opportunities and the
importance of quality control and ISO-900 1 registration in both gaining and retaining
business. OEM business should continue to grow as many businesses downsize or eliminate
their metal fabricating.
The second session focused on an overview of 1995. Tom Hall, President, discussed
significant company milestones, and each department manager presented an assessment of
their 1995 objectives. This very lively interaction session produced a better understanding
of the relationships between departments and the importance of teamwork and
communications.
I
Small group workshops identified company strengths and weaknesses and defined key
company strategies in the third session. A summary of this meeting is included in this
report and was utilized by department heads and supervisors in developing their 1 996 goals
and objections.
.
Department heads reviewed their individual plans with Tom and Deanna Hall and Massie
Hughes, and after final editing, presented their 1996 plan to the Strategic Planning Group.
Finance utilized the plans to help develop a budget and cash flow analysis for fiscal year
1996.
e
1995 In Review:
e
Acme Design Technology, Co. continued to mature and stabilize in 1995.
A comfortable backlog of work was maintained throughout the year, allowing more
financial stability and planning. In December, Acme was able to consolidate its VEDCORP
debt into a new long term loan with NationsBank. This reduced the number of warrants
outstanding by 50%. The Virginia Economic Revolving Loan Fund retains the equipment
loan.
An increase in highly custom storage product orders, the development of an extensive line
of pullout drawers and shelves, and a passive safety for the 820 Mechanical Assist mobile
system, caused strain on Acme's engineering group and production; consequently, some
delinquent orders during the fourth quarter of 1995. The storage product group released
its first complete product line update in October with an industry mailing on its transport
carts. Acme showcased its new product enhancements and accessories at the 1 995
Association of Records Managers Conference in Nashville in October and received a very
encouraging reception by members and dealers.
e
The OEM business leveled off in 1995, providing approximately 20% of sales. Internal
changes at several of Acme's large accounts (PSSI and Badger Fire Protection) caused
weakness in their business. Several new accounts, including Hill-Phoenix, a manufacturer of
commercial refrigeration units, and increased business with Remstar, picked up Acme's
OEM business in the fourth quarter. Several new accounts are currently being nurtured.
The recruitment of professional and technical staff continued to contribute more depth and
experience to the Acme team. Total work force is approximately 115 including "regular"
temporaries. Recruiting continues for brake and press operators.
Implementation of ISO-9001 was thoroughly investigated during 1995 and a pre-audit and
review were completed by Dr. William Stimson as part of his project to be certified as a
lead auditor and instructor. A certified quality program is essential in gaining and retaining
business and will provide structure and team building for Acme. A commitment to begin
ISO registration in 1996 was made.
.
Powder paint capabilities were added to Acme's paint options and is used primarily in the
OEM side of the business. Continuous maintenance and upgrading of machinery continues.
No action was taken on upgrading the mainframe computer system. Two 486 computers
were added and three retrofited 386 computers were added for staff. Upgrading of
personal computers and computer training continues to be a critical concern.
The union issue continues to be unresolved despite numerous meetings. Acme approved a
plan in July but it has not been presented to the employees by the Paperworkers' union.
e
The State of Virginia did rule that Acme Design Technology, Co. would be recognized as a
new business and did not have to assume the unemployment rates of the previous
company, A VR, Inc. This removes a significant liability for Acme Design Technology, Co.
r~
Strategic Plan Group
e
.
Tom Hall, President
Deanna Hall, Vice President
Massie Hughes, Vice President Finance
Bruce Chase, Director of Sales & Marketing
Scott Hendrix, Product Line Manager
Karen Truslow, Customer Service Rep, Group Recorder
Tom Gillette, Manager of Operations
Dave Wolfe, Plant Supervisor - OEM/Team Leader
Larry Drumheller, Plant Supervisor - Visible & Assembly
Robert Rahm, Plant Supervisor - Tool & Die, Metal Fabrication
Warren Lohr, Manager of Quality Control/Research & Development
David Ramsey, Manager of Paint Department
Karen Landes, Director of Personnel
Brad Helman, Manager of Plant Engineering
Wilbert Steppe, Traffic Manager
David Dixon, Manager of Production Control
Gus Hamre, Senior Buyer
Wayne Berge, Consultant - OEM, Engineering
Matt Dillon, Service Manager
Danny Floyd, Accounting Manager
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.
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COMPANY STRENGTHS & WEAKNESSES
Strengths:
1 ) Product and company flexibility
2) Quality
3) Employees
4) Company vision
5) Small business with ability to react quickly
6) Sales growth opportunities
7) Reputation
8) More complete product line
9) Multiple paint processes
10) Departmental communication
11 ) Geographic location
12) Staff enthusiasm
1 3) Excess manufacturing capacity
Weaknesses:
1)
2)
3)
4)
5)
6)
7)
8)
9)
10)
11)
12)
13)
14)
15)
16)
17)
18)
Internal communication
Limited capacity - Manufacturing hours/employees
Late orders
Lack of ISO-9000 or equal
Substantial debt
Information systems - i.e., computers
Key skills in too few individuals
Employee education minimal
Capitally challenged
Formal product development program
Project management
Department accountability
Lack of good sales distribution
Engineering accountability
Employee reviews & compensation
Technology advancements
Temporary employee weaknesses
Union resolution
.,.,
Key Strategies:
e
t) Build in accountability for strategic goals as a group. Meet more often.
2) No more "I don't have the time to do it right."
3) Establish and maintain a product development system.
4) Where is Acme's niche? Discovering and pursuing our market.
S) Dealer communication
6) Implementing a quality system, ISO-9000 or equal. Time frame: 12 months
7) Increase volume and profitability, utilizing cost reduction and productivity
improvements.
8) Programs for employee cross-training/apprentices
9) Material handler
10) Streamline communication
It
.
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1996
SALES 8[ MARKETING DEPARTMENT
Mission Statement
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Establish and create a marketing and sales presence that utilizes Acme's resources
effectively. The marketing plan will be implemented and then used in concen with the
sales plan to maximize annual revenue. The Customer Service unit and the
Engineering/Product Development unit will suppon and assist the depanment in reaching its
goals and objectives.
.
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Prepared by Bruce Chase, Director of Sales/Marketing December 1995. Revised and
edited 1 /1 5/96
e
Marketing Plan
The marketing plan for Acme is to establish it as a high quality, design versatile, custom
manufacturer. Acme is a company that delivers quickly and consistently. It is a company
that is a pleasure to do business with, a company that can be relied on.
When a customer (dealer) makes a commitment, they want to know Acme is a company
that excels in: Sales support, immediate order information, expeditious quote service,
product quality, manufacturing quality, environmentally safe products, innovative, new
product oriented, effective service contracts, courteous service department, efficient and
flexible freight handling, low defect rate and competitively priced product.
Reputation and word of mouth advertising will be used to deliver the marketing message.
In addition, other communication vehicles such as the annual ARMA show, print
advertising and Acme printed material will be used. A successful marketing plan will set
the tone and tempo for our company to generate sales opportunities.
A direct mail program will be developed to promote individual product lines and used as
an entre' into specific markets to find qualified dealerships that can become part of the
Acme team. A national dealer's meeting will be planned in conjunction with ARMA to
generate synergism and excitement in Acme.
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Objective:
Sales Plan
Sales & Marketing
To reach a maximum number of Acme prospects and customers; both new
and existing, to build volume and stability for storage and visible products.
I. Develop new dealerships that have, or will have, a strong presence in undeveloped
markets.
e
A. Define "new markets" based on demographical data that shows growth,
buying power, and are not saturated.
B. Development resources include:
1.
2.
3.
4.
5.
Professional contacts
Direct mail campaign
Referrals
Manufacturers' reps
Acme professional staff and regional directors
II. Retain and enhance relationships with qualified Acme dealers:
A.
B.
C.
D.
E.
F.
G.
.
H.
Continuous communications
"First Class" Customer Service
"On Time" quote or technical assistance
"On Time" trouble-free deliveries and installations
New literature and advertising support
Continuing enhanced product design and custom design support
A national dealer meeting in October, designed to build group synergisms
and introduce new products.
Development of a dealer incentive plan.
III. Drop and/or replace low-volume and unqualified dealers.
A. Hold dealers accountable for quotas or forecasts.
B. Hold dealers accountable for accounts receivable.
C. Develop accountability for order accuracy.
IV. Continue to develop Acme professional staff with accountability in their area of
expertise.
e
A.
B.
Regional representatives in NY, CA, and Mid-Atlantic.
Develop incentive plans for Acme sales staff.
e
C.
D.
Define clearly job responsibilities and expectations.
Develop a customer sensitive Customer Service division that has total order
responsibility and handles every request and detail timely and with precision.
V. Develop a visible products marketing campaign.
A. Designate an "individuall1 that is part of the Customer Service division to be
responsible for the effort.
B. Direct mail
C. Identify niche markets that use or need a visible or "customl1 visible product
and target with direct mail and personal followup.
e
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e
1996 Booking Projections by Month
Month Monthly Obiective Quarterly Objective Percentage
January $504/000 7.2%
February $371/000 5.3%
March $420/000 6.0%
First Quarter: $1/295/000 18.5%
April $609/000 8.7%
May $749;000 10.7%
June $560/000 8.0%
Second Quarter: $1/918/000 27.4%
July $574/000 8.2%
August $658/000 9.4%
September $882/000 12.6%
e Third Quarter: $2/114/000 30.2%
October $665/000 9.5%
November $357/000 5.1%
December $651/000 9.3%
Fourth Quarter: $1/673/000 23.9%
~.
Total for Year: $7,000,000
The monthly percentages were based on the booking results from 1995 actual. (For the
December percentages, 1995 projections were used.)
Prepared by Bruce Chase 12/8/95
e
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1996 Booking Projections by Category
Category
Freight
Service
Visible
DataVue:
AVR:
e
Storage Products
4-Post
820
Cantilever
Series 90
830
X-Ray 4/Post
ARC
810
Movable Lateral
Carts
Annual Obiective
$ 70,000
$ 882,000
$ 259,000
$ 539,000
$ 952,000
$1,422,750 (27.1%)
$1,050,000 (20%)
$ 876,750 (16.7%)
$ 714,000 (13.6%)
$ 525,000 (10%)
$ 246,750 (4.7%)
$ 215,250 (4.1%)
$ 73,500 (1.4%)
$ 68,250 (1.3%)
$ 57,750 (1.1 %)
$5,250,000
Total for Year:
$7,000,000
The percentages shown after the different storage product groups were compiled by Scott
Hendrix using 1994 actual sales figures. Historical 1995 will differ in certain product
groups. After 1995 is complete, we will run the GSA report and complete the analysis
again.
e
Prepared by Bruce Chase 12/8/95
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e
1996 STRATEGIC PLAN FOR ENGINEERING,
STORAGE PRODUCT GROUP
Presented by Scott Hendrix
The Design & Engineering Department is currently being re-engineered. This will continue
throughout 1996 as we strive for improved accountability, improved documentation, and
improved time managementj all of which are essential in order to speed up the process,
reduce errors, and comply with forthcoming ISO guidelines.
The Storage Product Group Engineering Department will be handling two major
responsibilities: 1) The processing of all storage product orders, and 2) The oversight of
all new storage product design/enhancement.
The Processing of Storage Product Orders:
~
Storage product orders will be handled in a much more disciplined fashion. We will be
taking over the scheduling system that Bruce Chase implemented in 1 995 and making the
following modifications:
e
· All orders must have Phase I of the Project Management Plan complete before they
can be forwarded to Engineering. These are usually dealer-related issues and Customer
Service will stress that the order is not leaving their desk until the questions are
resolved.
· All orders will be reviewed by myself prior to entry and engineering time will be
estimated at that time.
· Release dates will be set based on the above estimate and the current backlog in
Engineering.
· Ship dates will then be set based on the above (not arbitrarily by the computer). Ship
dates will be: Release date plus 16 working days for standard product, and release date
plus 21 working days for custom (one additional day has been added to the standard
1 5 or 20 days as orders are always processed by Production Control one day after
Engineering release. Release and ship dates for extreme customs (Le., seismic) will be
assessed on a job-by-job basis.
· Order acknowledgments will be faxed to the customer by Customer Service the day the
order is released to the factory. If there has been a delay in Engineering and release
date is not met, then the ship date will be pushed out by the amount of time equal to
the release day. The new date will be shown on the acknowledgment faxed to the
customer and will allow the required time in the factory.
e
See Storage Product Order Flow Sequence, Attachment A, for detail into the "life" of
a storage product order.
e
Product Design or Enhancement
Plan of Action
I.
Preliminary Phase
II
A. Brief presented to Storage Product Design and Engineering Group, including
basic performance criteria, manufacturing cost point, anticipated volumes,
etc.
B. Plan of Action Determined
1 . Project leaders determined
2. Time forecast established (Gantt Chart)
II. Design Phase
1 . Evaluation checklist developed
2. Preliminary 2-D concepts developed
3. Concepts reviewed with brief author and refined
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4.
Preliminary part drawings produced (for model shop and costing)
5. Purchased components identified and communicated to Purchasing for
search
a. Preliminary minimum manufacturing quantity determined
b. Preliminary net/list/discount structure
6. Presentation of findings
III. Engineering Phase
A. Prototype produced and evaluated
1 . Evaluation of design against evaluation checklist (2.1 )
2. Evaluation for manufacturing
a.
b.
c.
d.
e.
f.
Materials/Welding
Punch/Shear
Forming
Assembly/Lamination
Finishing
Packaging/Shipping
W. Lohr
D. Wolfe
R. Rahm
L. Drumheller
D. Ramsey
W. Steppe
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t,
B.
Preliminary part drawing revised based on above (for model shop and
costing)
Revised prototype produced
Purcaseing identifies approved vendors
Engineering phase review: Review of revised prototype, revised cost
projections, minimum manufacturing run quantity established, revised
list/net/discount structure
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.
C.
D.
E.
.
IV. Final Phase
~
A. Final revisions to design
B. Formal engineering drawings produced and part structures defined
C. Structures/routings entered into computer
D. Marketing/Service support drawings produced (Le., line drawings, exploded
assemblies, etc.)
E. Pre-production run, using minimum manufacturing quantity baseline
F. Pre-production assessment
a. Fit/finish evaluated
b. Drawing/routing/programming errors identified and
corrected
G. Final packaging designed
H. Design complete and turned over to author or original brief
(The above is designed as a guideline only and will vary from project to project.)
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Additional Objectives:
1 . Re-implement the quoting software development program and diligently begin
training Customer Service reps to handle the majority of all easier quotes.
2. Develop pricing and/or quoting software that will be compatible with the GSA EDI
program and other similar programs.
3. Hire someone to do quoting, proposal drawing, approval drawing, and installation
drawing duties. Suggested job profile: 20+ years old with a 2-year engineering
technology degree from one of our local community colleges and local roots. This
individual would already be up-to-speed on our CAD software (required
curriculum), and possess the necessary drafting and technical skills to be able to
learn the job. Anticipate 6-9 months for this person to come up-to-speed. As
soon as this person is very proficient in this position (12-18 months), I would
immediately replace and move him/her into the position of Charlie Hanger's
apprentice. This person would work with Charlie until the time Charlie retires
(estimate 4-5 years from now), and then take over that position.
4. It is time to invest in more computer hardware.
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5.
Investment in minimum of 1-2 additional CAD stations for engineering work
groups. CAD training required of all engineers.
STORAGE PRODUCT ORDER FLOW SEQUENCE
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Brief From Brief From
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Describing Need, or Sales & Mkt.
Describing Need,
Price Point, Etc. Price Point, Etc.
Product Line Mgr.
Develops Prelim. 2D
Concepts
Finance Dept.
Performs Early
- Rough costing
~ ~
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Tom Hall Feasible ~
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Objective:
1996 STRATEGIC PLAN FOR
ORIGINAL EQUIPMENT MANUFACTURING
Presented by Wayne Berge & Dave Wolfe
Establish an OEM division that will assume full responsibility for customer
contact and quotation receipt through order acceptance to shipment. This
division will monitor and maintain strict adherence to quality and shipping
requirements.
I. Define a new organizational structure that will consolidate responsibility and
accountability.
A. Appoint a director of OEM operations responsible for:
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1.
2.
3.
4.
5.
6.
7.
8.
9.
Customer contact
Quotation process
Receipt and processing of order
Routings and bill of material preparation
Schedule/order status monitoring
OEM customer communication
Establish system to assure quality requirements are rigidly maintained
Retention of current customers
Development of new business
B. Appoint an OEM coordinator to work directly with director
C. Establish a point of contact/responsibility within engineering group for OEM
II. Growth Objective of 20% in New Booked Business
.
A.
B.
New accounts
Additional work from existing customers
III. On-Time Delivery
A. Realistic production time
B. Strict adherence to schedule
IV. Quality Assurance
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A.
B.
C.
D.
Reduce rejection and rework to less than 3%
Write procedures in conformance with ISO-900 1 guidelines
Quality check on a regular established schedule
Document every procedure, specification, and provide preventative and
corrective action.
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OEM BOOKINGS
1995 Actual Bookings Projected 1996 Bookings
January $ 30,587 $ 100,000
February $ 71,528 $ 150,000
March $ 182,266 $ 200,000
April $ 51,340 $ 150,000
May $ 122,531 $ 1 50,000
June $ 54,844 $ 150,000
July $ 32,577 $ 1 50,000
August $ 154,421 $ 1 50,000
e September $ 94,550 $ 150,000
October $ 58,545 $ 1 50,000
November $ 151,263 $ 200,000
December $ 174.872 $ 200.000
Totals: $1,179,324 $1,900,000
(Plus 61 %)
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1996 STRATEGIC PLAN FOR
PURCHASING
Presented by
Gus Hamre, Purchasing Manager
A. Purchase materials to attain favorable material cost savings of 10%.
· Negotiate with major suppliers.
· Solicit multi-bids for major dollar items.
· Utilize blanket order purchases based on forecast. Purchase order
releases per firm schedule.
· Develop alternate sources for competitive type items.
B. Work with using departments for monitoring vendor's performance. Provide
feedback to the vendor for corrective action.
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C. Work with Quality Assurance to develop a supplier rating system based on
supplier's quality and delivery. (Extends beyond 12 months)
· Document performance in suppon of ISO cenification.
· Rate supplier's reject/acceptance shipments.
· Rate supplier's on-time/late shipments.
· Visit suppliers as needed for meeting performance requirements.
· System on-line for reponing results and tabulating the data and reporting
the rating of each supplier.
D. Maintain a trained person in the purchasing function for back-up emergencies.
E. Continue to work closely with Production Control to achieve on-time supplier
deliveries.
· Be involved with pending schedule changes to enact timely negotiations with
the supplier.
· Plan purchase orders in a timely manner.
· Maintain supplier followup so that delivery of inventory items meet the
production firm schedule.
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F.
Work closely with Accounting and Inventory Control to maintain inventory
integrity and take timely action to rectify the problem.
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· Adjust safety stocks of MRP items according to realistic lead times and
usage.
· Adjust minimum-maximum ordering quantities according to need.
· Be part of the engineering change notice system for maintaining accurate
bills of material of purchased items.
· Work with using departments to help document in-out inventory
transactions.
G. Work cooperatively with Sales & Marketing and Product Development to evaluate
alternate source(s) or design(s) for new products.
H. Enhance MRP purchase ordering system by working with MIS personnel on the
computer upgrade necessary to monitor supplier delivery and quality performance.
J. Review existing purchasing procedures and implement changes to improve the
efficiency and document the records.
J.
Work with Production Control, Engineering and MIS for greater use and
dependability of the MRP system for planning and ordering our requirements.
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K. Engage in professional development by taking courses and attending seminars
relating to purchasing management, computer skills, or other training as needed to
support the growth of the business.
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1996 STRATEGIC PLAN FOR
PRODUCTION CONTROL
Presented by
David Dixon, Manager of Production Control
Goals for 1996:
1) Increase speed and accuracy of order issue to the floor.
2) Increase stockroom inventory accuracy to a level that makes a complete
physical inventory of the stockroom unnecessary.
3) Increase speed in which picks are made and delivered to the shop floor.
Functional Plan:
1 ) Explore new technology for blueprint storage and production such as on-line
system or mainframe storage.
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2)
Expand cycle count of stockroom items. Establish an ABC class structure to
determine count frequency.
3) Relocate obsolete material away from active stock.
4) Expand stockroom area to include carton storage to better control issue of
packaging materials.
5) Consolidate material relief from orders to a single person.
6) Develop scheduling information for Shear, Punch and Brake Departments.
7) Institute, when possible, ECN process via letter to Engineering Department.
Equipment Projection:
1 ) Currently, this is dependent on exploration of various technologies for
blueprint storage and reproduction.
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Personnel Proiection:
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1 )
At this time, no one in this department is planning retirement in 1996.
Additional clerical support is needed to assist in the tracking of projects like
Hill-Phoenix and in consolidating the material relief function. Cross-training
this person in order processing and timekeeping for times of heavy order
load or vacations and the like would be an asset.
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e
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1996 Strategic Plan for
Production and Operations
Presented by
Tom Gillette, Manager of Operations
General:
1) Increase volumes through increased productivity and operating capacity.
2) Continue efforts towards implementation of 150-9000.
3) Continue to identify and train backups for all key production personnel.
Document and establish plan for vacation relief.
4) Improve scheduling of people and equipment to improve order turnaround
time and thereby customer satisfaction.
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5)
Resolve union issues and begin quality team development.
Control and Process:
1 ) Rewrite visible routings in order of priority
2) Evaluate needs for additional supervision to improve second shift
capabilities.
3) Improve parts control mechanisms -- reporting, inputs, tracking
4) Work with Production Control and supervision to schedule parts through the
shop with greater efficiency and productivity.
5) Improve storing and queuing of parts in process.
6) Work with Purchasing, Production Control, Finance and Sales, to improve
timing of materials acquisition, particularly metal.
7) Work closely with Production Control and Shipping to prioritize orders,
thereby improving shipping efficiency and increasing customer satisfaction.
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e
8) Reorganize process of pulling orders, checking parts and final inspection to
streamline efforts, eliminate unnecessalY redundancies, and improve timing
and accuracy of information.
Equipment:
1) Replace tape system on Raskin punch with computer disk operating system
to reduce errors and improve efficiency.
2) Establish plan for replacing piping and sprinkler heads of paint wash/rinse
system for improved quality and reduced maintenance downtime.
3) Establish capital improvement plan for other projects for:
a) Sustaining operation
b) Safety enhancement
c) Cost improvement, including:
Plasma cutter: To enhance production capabilities, Le., to
make four post uprights, reducing time on Cincinnati press.
tit
Wet sander: To replace worn-out equipment, improve
quality and save on operating supplies.
It
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1996 Strategic Plan for
Manufacturing Engineering and Quality Control
Presented by
Warren Lohr, Manager of Quality Control/Research & Development
I. Develop specifications for engineering drawings and routings for the factory. The
statement should stress avoidance of repetitious and redundant dimensions and
verbiage on drawings and route sheets. Only clear and pertinent information is
required. Each word typed and each line drawn unnecessarily is a waste of money.
2. Train a work flow coordinator for Metal Manufacturing. Responsibilities include,
but are not limited to:
a) Monitor and supervise material handling
b) Monitor components needed from each work center by a certain date
c) Signal and correct components overlooked or delinquent
d) OEM jobs and Visible products must be part of this function
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3.
Add a Paint Shop inspector, reporting to the Quality Control Manager. Part of this
individual's responsibility would be to oversee the placing of painted parts on skids
so that counting would be possible without unloading, Le., smaller parts would be
on larger parts, instead of the opposite.
4. Capital expenditure items:
a) New or refurbished wet sander
b) New computer system for Raskin, similar to Strippet, that would eliminate
"tapes" and have the ability to retrieve punching program from itself.
Countless hours are wasted each week in searching for and reprinting tapes
for seldom used special parts.
c) Plasma cutter or blanking die for vertical members welded to 4-post "L"
upright
d) Hard tooling to blank and form hooks for flipper doors. This would
produce a better quality part without having to be shaped by the Grinding
Room
e) Hard tooling after redesign of the 4-part hold-down member.
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-
1996 Strategic Plan for
Environmental
Presented by
Brad Helman, Environmental/Maintenance Manager
Objective: To obtain a working environment that will meet or exceed all OSHA, DEQ,
and DOT requirements at the state and federal levels. The primary focus is to remain in
complete compliance thus avoiding stiff fines and surcharges.
Primary focus on environmental cost containment in the Paint Department:
Use more reclaim paint.
Ship still bottom wastes as they are generated. Still bottoms solidify as they set and
it is more cost effective to ship liquids.
Find more cost effective ways to dispose of paint sludge.
Train an alternate hazardous waste coordinator.
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Hold classes for employees:
Right-to-Know Act
Hazardous material handling
Increase safety awareness
Run a closer audit on compliance recordkeeping.
Add a maintenance/environmental management system, Le., "Data Stream"
-
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1996 Strategic Plan for
Maintenance
Presented by
Brad Helman, Environmental/Maintenance Manager
Objective:
Set up a preventative maintenance program, including all plant and
production equipment. A preventative program will allow us to schedule
downtime, locate problems before they grow into big ones. Equipment will
last longer and run more efficiently.
1 . The following are planned to be set on a program to be completed by the end of
the second quarter:
a. Air compressors
b. Boilers and chillers
c. Safety device checks
d. Fire systems
e. Production equipment oil and grease schedule
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2.
Establish a calibration and tracking system for plant and production equipment.
This will improve quality and is required for ISO-9000 certification.
3. Keep training needs up-to-date. This includes hazardous waste, first aid and CPR,
EPA, OSHA, DOT, and possibly skills improvement such as motor controls or
electronics for key personnel.
4. At this time, we have a full crew, but a clean-up man able to work in Maintenance
for second shift could be beneficial. This maintenance position would be
responsible for Paint Shop cleanup and maintenance tasks as needed.
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1996 Strategic Plan for
Traffic and Shipping
Presented by
Wilbert Steppe, Traffic Manager
1 ) Review carton vendors with Purchasing to redesign cartons for storage products and
OEM, and for best utilization and cost:
a) Pursue design of carton for ARC
b) Study feasibility of labeling carton with Acme name and recommend plan.
2) Lower freight costs by 2 - 2.5%.
3) Work with factory to try to cut down on delinquent orders.
4) Cross-train more employees in invoicing UPS, scheduling, staging, and freight
clerking areas.
5) Pursue FAK rate with truckers.
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6) Do more with contract carriers and get more contract rates.
7) Develop a written training program for training temporaries and new hires that have
specific skill sign-offs.
8) Plan and institute a staggered shift as shipping volume increases.
9) Recommend specific charges for custom packaging. Define precisely what is not
included.
10) Work with Inventory Control to establish a clear method of accountability on
packaging material, boxes, skids, etc.
11) Develop a weekly and daily shipping schedule (forecast) to make better use of
personnel and provide accountability to Production.
12) Continue to improve recordkeeping.
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1996 Strategic Plan for
Service Department
Presented by
Matt Dillon, Service Manager
Objective: To make Parts & Service a key support function for Acme Design Technology,
Co., providing timely, dependable customer-friendly service.
1 ) Administration and Field Support:
a) Continue to computerize recordkeeping.
b) Establish a formula for more consistent quoting of installations.
c) Develop an equitable plan for direct Acme installs, allowing competitiveness
and profitability for both Acme and the dealer.
d) Establish a "team" working relationship with Sales so Service is involved
early in project, allowing critical questions on site conditions, packaging, and
delivery to be addressed on the front side.
e
e)
Review all installation instructions. Rewrite to clarify and add new
instructions as products are modified and new accessories are added.
f) Work closely with Product Development and Engineering to address the
effect of changes in the field.
g) Develop a service/installation program, including grandfathering, and
upgrading current dealer Service Department -- accomplished on site,
regional and factory training sessions. This will lead to the requirement of at
least one certified or factory direct installer on each job.
h) Re-evaluate parts pricing for cost and profit margins.
i) Work toward quicker turnaround of contractor invoices.
j) Evaluate all maintenance agreements for true cost and anticipated cost based
on age and use.
k) Develop Service as the central point for processing -- short shipped, freight-
damaged, or field engineering problems. Determine the cause and establish
both a preventative and corrective procedure.
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Acme Design Technology, Co.
e
ISO-9000
Objective: Achievement of the ISO-9000 certification in the next 18 months.
1 . The process of achieving certification will help us address many of our shortcomings
and achieve a stable, quality system, Le., engineering accountability, parts
inspections for uniformity to specs, vendor qualifications, ete.
2. Build company rapport.
3. Provide an edge for Sales & Marketing -- improved market share.
4. Provide an established/documented quality system for winning OEM business.
5. Survival -- against ISO certified competition -- changing customer requirements.
Accomplishments to Date
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1.
Introduction to ISO-9000 by Larry Tate of Comdial
2. Pre-Audit by Bill Stimson, ISO Consultant! Assessor and Instructor
3. Presentation of Pre-Audit Results to "Strategic Group"
4. Co-operative "Capstone" program with UV A Systems Engineering senior students
will describe the Acme production process with flow charts, process layout drawings
and supporting narration and analysis. This process will start with receiving and
work through delivery and may identify quality variations in the product.
5. Commitment to Bill Stimson to teach a 40-hour course covering each of the
elements in the certification program -- group designed will be Strategic Plan focus
group plus selected internal audit team.
To Be Done
1 . Select a Quality Assurance Director and Document Control Manager.
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2.
Select a registrar company.
3.
Select approximately 12 Acme em!)loyees (internal audit team) from the various
departments to attend a l-credit (16-hour) course in internal auditing given by
Piedmont Virginia Community College.
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4.
Each department to begin a thorough documentation of each process or procedure.
5. Prepare 4-tier documentation:
a. Quality Manual
b. Write procedures
c. Write work instructions
d. Design forms and records -- these provide documented evidence that an
operation complies with system established by first three tiers.
K~ to 150-9000
Say what you do in writing -- do what you say.
Document what you do and then do what you document.
Control documentation.
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.
--
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Quality System Requirements
Reference List
1. Management Responsibility
2. Quality System
3. Contract Review
4. Design Control
5. Document and Data Control
6. Purchasing
7. Control of Customer-Supplied Product
8. Product Identification and Traceability
9. Process Control
10. Inspection and Testing
e 11. Control of Inspection, Measuring, and Test Equipment
12. Inspection and Test Status
13. Control of Non-Conforming Product
14. Corrective and Preventive Action
15. Handling, Storage, Packaging, Preservation, and Delivery
16. Control of Quality Records
17. Internal Quality Audits
18. Training
19. Servicing
20. Statistical Techniques
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1996 Strategic Plan for
Human Resources
Presented by
Karen Landes, Personnel Manager
Objective:
Promote an environment where employees have an opportunity to develop
new skills and potential for success in a secure and safe workplace.
1 } Develop current, accurate job descriptions for all employees with the aid of
supervisors.
2} Develop employee manual with guidelines for all employees.
3} Review and upgrade performance review forms.
4} Review health insurance benefits and find best plan for employees for next year.
5} Implement dental plan.
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6}
Implement job attendance, safety and suggestion awards.
7} Implement safety training program for supervisors.
8} New time clock and software system.
9} Upgrade computer system in Payroll, and PC and printer in Personnel.
1 Q} Implement better cross-training program for all employees.
.
11 } Retirement plan.
12} Social activities club.
13} Devote more time to being available in the factory.
1 4} Resolve union issue.
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e
1996 STRATEGIC PLAN FOR
FINANCE & ACCOUNTING
Presented By
Massie E. Hughes, Vice President & Controller
I. ACCOUNTING
A. Accounts Payable: Work with vendors to establish realistic payment terms.
Develop acceptable days outstanding and dollar amount.
B. Accounts Receivable: Work closely with Credit to reduce days receivable
by informing Credit of unauthorized cash deductions, Le.: short payment.
C. Work closely with Engineering to establish accurate routings for quantity and
type of material to build integrity into MRP system.
D. Revise the system's standard pieces per hour rate to more closely conform
to existing conditions.
E. Closely monitor OEM and special products cost. Compare estimates to
e actual cost to develop integrity in our quoting.
F. Develop an efficient and timely process for closing the month.
G. Develop and cross train personnel to add depth and knowledge in all
departments reponing through Finance.
II. CREDIT
A.
Continue to reduce over-90-day accounts and not allow any new account to
reach 90 days.
.
B. Work with Customer Service to identify and resolve problems before they
become a collection problem.
C. Thorough credit checks of all new customers - OEM and storage products.
D. Develop a policy and encourage a down payment on sizable jobs and new
accounts. Require multi-level product discounts to be tied in with an early
payment plan.
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III. INFORMATION SYSTEMS
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C.
D.
E.
F.
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.
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The mainframe requires upgrading to reflect current operating practices.
Upgrades needed to both Unix and Progress.
Outside contractor to write new software, or . . .
Hire MIS professional.
Educate all employees to maintain accurate records so that quality of
information available is accurate.
Develop a budget for upgrading and maintenance of company-wide
computer system - Mainframe and PC
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COMMONWEALTH of VIRGINIA 221 Governor Street
H, Alexander Wise, Jr., Director Richmond, Virginia 23219
Department of Historic Resources
February 19, 1996 f~
James B. Murray, Jr.
o Court Square
Charlottesville, V A 22902
RE: Mount Ida (relocation), Albemarle County
Dear Mr. Murray:
At a joint meeting on March 20, 1996, the State Review Board and Historic Resources
Board will consider the relocation of Mount Ida, Albemarle County for nomination to the
National Register of Historic Places and for inclusion in the Virginia Landmarks Register. The
national and state registers are the official lists of places in Virginia recognized as having
architectural, archaeological or historic significance at the local, state or national level.
The enclosed material, explaining the register programs, contains information about the
results of listing in the registers and describes the process by which property owners may
comment on or object to listing in the registers.
You are invited to attend- the meeting on Wednesday, March 20, 1996, which starts at
10:00 a.m. The meeting will be held at the Virginia Historical Society, Lecture Hall, Main
Floor, 428 North Boulevard, Richmond, Virginia. We hope that you will attend.
If you have any questions or need additional infonnation about this nomination before
the board meeting, please contact Marc Wagner, the Department's National Register
Coordinator, at 804/225-4316.
Sincerely,
a~~
] ulie L. V osmik, Director
Division of Survey and Register
/je
Enclosure
TELEPHONE: (804) 786-3/43 TDD: (804) 786-/934 FAX (804) 225-426/
An Equal Opportunity Agency'
Page Two
RE: Mount Ida (relocation), Albemarle County
February 19, 1996
c: The Honorable Walter F. Perkins, Chainnan
Albemarle County Board of Supervisors
Robert W. Tucker, Ir., County Executive
Albemarle County
V. Wayne Cilimberg, Director
Albemarle County Planning Department
Tom Blue, Chairman
Albemarle County Planning Commission
Nancy K. O'Brien, Executive Director
Thomas Jefferson Planning District Commission
Lynne Ely
Albemarle County Historical Society
Vlrgillia Department of
'"'Historic Resources
221 Governor Street · Richmond, Virginia 23219
(804) 786-3143 · FAX 225-4261 · TDD 786-1934
, THE VIRGINIA LANDMARKS REGISTER
The Virginia Landmarks Register was established in 1966 by the
Virginia General Assembly to recognize the significant historic buildings, sites,
and districts in the Commonwealth. In the words of the Virginia Supreme
Court, listing in the Virginia Landmarks Register is a "hortatory" act - that
is it recognizes the importance of our resources and "exhorts" owners to care
for them.
There are no restrictions on an owner of a property that is listed in the
Virginia Landmarks Register who is using private money. However, a
property that is recognized officially on the register is eligible for certain State
preservation grants, when available. Properties are eligible to apply for such
funds if they are listed individually on the Register or are considered
contributing structures or sites within a listed historic district. The General
Assembly also awards grants to historic properties for operations and
renovations. These grants require that the property be listed in the Virginia
Landmarks Register. Owners of registered properties are also eligible to
donate to the State a preservation easement on their property, in return for
which they receive tax benefits.
Historic Districts and individually listed properties receive a certificate
from the Department of Historic Resources in recognition of their listing.
Owners of recognized historic properties are also eligible for technical
assistance from the staff of the Department of Illstoric Resources. Professional
architects, architectural historians and archaeologists are available to provide
technical guidance in the care and rehabilitation of buildings and sites.
VIRGINIA L.-L,,"DMARKS REGISTER
The Virginia Landmarks Register IS an ofricial list of buildings, structures. dismcts.
objects and sites which consutute the pnnclpal histoncal. architectural and arcnaeotogIcal
resources of the Commonwealth. Propemes are designated Virginia Histonc Landmarks by the
Board of Histone Resources. The Board conSISts of seven members. each of whom IS appomted
by the Governor to serve for a rixed term. Ordinarily, properties eligible for listing on the
Virginia Register qualify for listing on the National Register of Historie Places. With the
consent of landowners. the Depanment provides official plaques to identify the places that are
listed on the Virginia Landmarks Register.
Designation of a property by the Board of Historic Resources is intended to educate the
public to the signiricance of the designated resource. It is also intended to encourage local
governments and property owners to cake the registered property's historic. architectural.
archaeological, and culi.ural significance into account in l:heir planning and decisionmakng.
However. stich designation does not regulate or concrol the action of local government:; or
property owners wi th regard to the designated property.
The Depanment of Histone Resources gives written notice of nommation proposals to
interested local offica1s and to all owners oi property included within or adjacent to the
boundaries of the area proposed for designation. Prior to the Board's designation oi a historic
district. the Depanment holds a public hearing within the community of the proposed district.
The purpose of the hearing is to provide information on the designation proposal and to receive
public comment and additional information.
Rights of Owners to Object to Listing in the Virginia Register
Under provisions of a new state law. effective on July I, 1992, owners oi properties
nominated to the Virginia Landmarks Register have an opportunity to concur with or object to
listing on the Virginia Landmarks Register. Any owner or partial owner of property who chooses
to object to listing may submit to the Director of the Department of Histonc Resources. a
notarized statement certifying that the parry is the sole or partial owner oi the property and
objects to listing.
Each owner or partial owner has one vote regardless of the portion of the property that,
the pany owns. If a majority of the property owners within any area proposed for designation
object to the designation, the Board of Histone Resources cannot talce formal action to designate
the property until such objection is withdrawn by the property owner or majority oi the property
owners. A single notarized letter may serve to certify the owner's objection to listing of the same
PlOperty on the Virginia Register and National Register of Historic Places.
If you ehoose to obiec~ to the listing of your property, the notarized objection must be
submitted to Director, Depanment of Historic Resources, 221 Governor Street. Richmond.
Virginia 23219 before the scheduled meeting of the Board of Historic Resources noted in your
letter. If you wish to object to listing on both the National Register and the Virginia Landmarks
Register, you may do so concurrently; however, the notarized objection must be submitted to the
Department's Director before the scheduled meeting of the State Review Board noted in your
letter.
If you wish to comment on the nominauon of the property to the Virginia Landmarks
Register. please send your comments (0 the Director. Department of Historic Resources. 2: 1
Governor Street. Richmond. Virginia 23219 before the Board of Histone Resources. A copy of
the nomination and information on the Department's programs are available from the above
address upon request.
~,
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~
COlvfMONWE.';'LTH of illRGINI.J..
D~anm~nt oj Historic Rnouras
:'::1 GOYenlOl' Street
Ilit-"--t Virpm& 23219
-eo: (800'1 i86-19304
-e~ ,0004\ i8~3'4
FAX; 1800'1 225~261
PAC'.rS P1i'lf!~VDDlG KAfiODL RBGZS"rBR HIS'l'OlUC D%STJUC'l' DESI~ON
1. National Reqister designation officially recognizes the
cultural, architectural, and landscace features of an
historic~lly significant area, lJrinq1.nq the~ to the a-:temtion of
the commUnity, state, and nation. Ideally, the increased pUDlic
awareness stemming from registration acts as a catalyst in
furtherinq community efforts to preserve the area's historic and
natural features.
2. National Register historic district designation does not
restrict an owner's use of his or her property in any way as long
as private, non-federal funds are used. It does not, for
example, prohibit any owner from altering or demolishing any
lJuildings, nor does it restrict subdivisio~ or sale.
J. National Reqister designation can help lessen the negative
impact on an historic area from government funded projects. By
law, an environmental impact study is required for any federally-
funded projects - such as road lJuildinq, utility installation,
and public housing. Also, certain state projects are reviewed
for their impact on historic resources. If any project is deemed
to have an adverse effect on historic buildinqs, archaeological
sites, or landscape features within a historic district, the
project may lJe redesigned to lessen that etfect.
4. National Register designation confers two types of ~inancial
lJenefits on historic district property owners. First, it allows
the owner of a contributing building withi~ ~he registered
district to claim investment tax credits for certified
rehabilitations if the lJuilding is used for income-producing
purposes. A "contributinqN building contributes to the historic
character of the district. It must be at least 50 years old and
retain sufficient architectural integrity.
5. For additional information on the investment tax credit
program, contact the Department of Historic Resources, 221
Governor street, Richmond, VA. 23219 (804)786-3143.
National Register designation also mak.. properties eligible
for match1nq federal grants for historic pre.ervation.
currently, federal funds are not available for preservation
projects.
.
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COMMO~T\VE....\LT1-1 of VIRGl~?I.A.
D~parrm~nt of Histo,i~ R~sou'~es
:: I Governor Street
Richmond. Virginia :3219
iOC: :~I 7~19301
ieleononel8C)&\ 7~314,
F~ r~) 22~2&1
RESULTS OF LISTING IN THE NATIONAL REGISTER OF HISTORIC PLACES
EllgibUity (or Federal tax provisioos: If a property is listed in the National
Register, certain federal tax provisions may apply. 'I'M Tax Reform Act of
1986 revises the historic preservarion tax incentives authorized l1y Congress in
1M Tax Reform Act of 1976, lhe Revenue Act of 1978, 1he Tal Tream'U!FII
Extension Act of 1980, the Economic Recovery Tax Act of 1981. and the Tax.
Reform Act of 1984 and as of J{JJUJQJJ 1, 1987, provida for a 20 percelll
investmenJ tax credit with a full adjustmenJ to basis for rehabilitating historic,
cOf1llJVrcial, industrial, and resitknrial renJal buildings. 1he former 15 percelll
and 20 percenJ investmenJ tax credits for rehabilitarion of older cOf1llJVrcial
buildings are combined inJo a single 10 percenJ investmenJ tax credit for
cOf1llJVrcial or industrial buildings buill before 1936. The Tax Treatment
Extension Act of 1980 provides federal tax deductions for charitable
contributions for conservation purposes of partial interests in historically
important land areas or structures. Whether these provisions are advantageous
to a property owner is dependent upon the particular circumstances of the
property and the owner. Because tax aspects outlined above are complex,
individuals should consult legal counselor the appropriate local Internal
Revenue Service office for assistance in determining the taX consequences of
the above provisions. For funher information on certification requirements,
please refer to 36 CFR 67.
Consideration in plsanning for Federal. Federally licensed. and FederaHy
amu!d projt'CtS: Section 106 of the National Historic Preservation Act of
1966 requires that Federal agencies allow for 'the Advisory Council on Historic
Preservation to have an opponunity to comment on all projects affecting
historic properties listed in the National Register. For funher infonnation,
please refer to 36 CPR 800.
Comideration in issuina a surface coal mininl permit: In accordance with
the Surface Mining and Control Act of 1977, there must be consideration of
historic values in the decision to issue a surface coal mining pennit where coal
is located. For further information, please refer to 30 CFR 700 et seq.
Qualification (or FederaJ grants for historic preservation when funds are
avaiJable: Funding is unavailable at present.
RIGHTS OF OWNERS TO COMMENT AND/OR
OBJECT TO LISTING IN THE NATIONAL REGISTER
Owners of private properties nominated to the National Register have an
opportunity to concur with or object to listing in accord with the National Historic
Preservation Act and 36 CFR 60. Any owner or partial owner of private property
who chooses to object to listing may submit, to the State Historic Preservation
Office.r, a nota :ized sta.tement ce,.'tifying that the party is the sole or partial Q'.-vner
of the private property and objects to listing.
Each owner or partial owner has one vote regardless of the portion of the
property that the party owns. If a majority of private property owners object, a
property will not be listed. However, the State Historic Preservation Officer shall
submit the nomination to the Keeper of the National Register for determination of
eligibility of the property for listing on the National Register. If the property is
then determined eligible for listing, although not formally listed, Federal agencies
will be required to allow for the Advisory Council on Historic Preservation to have
an opportunity to comment before the agency may fund, license, or assist a project
which will affect the property.
If you choose to object to the listing of our property, the notarized objection
must be submitted to Director, Department of Historic Resources, 221 Governor
Street, Richmond, Virginia, 23219 before the scheduled meeting of the State
Review Board noted in your letter.
If you wish to comment, on the nomination of the property t9 the National
Register, please send your comments to the State Historic Preservation Officer at
221 Governor Street, Richmond, Virginia, 23219 before the State Review Board
considers this nomination. A copy of the nomination and information on the
National Register and the Federal Tax provisions are available from the above
address upon request.
i
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COMMONWEALTH of VIRGINIA'
'~'-""""-'''''.-......~,
;"""""'~""'-'-"''''''''''''''~"
DEPARTMENT or ENVIRONMENTAL QUALITY
Peter W Schmidt
Director
February 27, 1996
POBox 10009
Richmond, Virginia 232,10-0009
(804) 762-4000
MEMORANDUM
TO: Chief Elected Official, Chief Administrative Officer and Planning District
Commission
FROM: Office of Water Research and Standards
Department of Environmental Quality
SUBJECT: Amendments to the Water Quality Standards Regulation (VR 680-21-00)
The State Water Control Board is currently conducting its triennial review of the Water
Quality Standards as required by Federal and State law. As part of this review, the Board is
considering numerous amendments to the Standards.
Section 62.1-44.15:01 of the State Water Control Law, requires this agency to notify any
locality particularly affected by a proposed regulation. The Department of Environmental
Quality has determined that there are specific amendments proposed for adoption that may
affect your locality. A copy of a notice which was published recently in a newspaper in your
area is attached, This notice discusses the specific amendments and any potential impacts to
your locality resulting from these amendments.
While we have determined these amendments to be specific to your locality, we hope you
will take this opportunity to also review the statewide notice of public hearing and all the
amendments in the regulation and provide comments as you deem appropriate. A copy of
the statewide notice and the proposed amendments to the Standards are also attached.
629 East Main Street. Richmond, Virginia 23219 - Fax (804\ 762-4500 - TOO (804\ 762-4021
)0
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COMMONWEALTI-l of VIRGINIA
DEPAl?TMENT or ENVIRONMENTAL QUALITY
Peler W Schmidt
Director
POBox 10009
NOTICE OF PUBLIC COMMENT PERIOD AND PUBLIC HEARING~'chrT1ond Virginia 232,10,000'1
\804) 762..1000
Notice is hereby given in accordance with 9 9-6.14:7.1 and 9 62.1-44.15:01 of the Code of Virginia that the
State Water Control Board intends to amend VR 680-21-00 Water Quality Standards,
ESTIMATED LOCAL IMPACT: The specific amendments in Albemarle County are revisions of trout stream
designations in the James River Basin located on pages 78 - 83 and a clarification of a public water supply
description in section IOn on page 82 of the proposal approved for public comment by the State Water Control
Board in September, 1994.
Any point source discharges to trout streams must have treatment technologies that maintain more stringent
dissolved oxygen, temperature and in some cases, ammonia water quality standards than discharges to warm
water streams in order to protect the trout fishery, Also, discharges to the highest quality natural trout streams
(those identified by the Department of Game and Inland Fisheries as Class i and ii) are not allowed to use
chlorine or other halogen compounds for disinfection purposes or other treatment purposes.
The Department of Environmental Quality has determined that no industrial or municipal discharges will be
effected by these amendments. Therefore, it is not expected any of these trout water amendments will incur a
financial hardship on Albemarle County. It is expected these amendments will benefit the locality through
proper protection of the aquatic life and recreational resources.
COMMENTS AND PUBLIC HEARINGS: Comments should be directed to Dr. Alan J. Anthony, Department
of Environmental Quality, Division of Scientific Research, 629 E, Main Street, Richmond, V A 23219 and
must be received by 4:00 PM on Monday, April 22, 1996. Public hearings will be held at 7:00 p.m, on
Monday, March 25, 1996 at the Rockingham County Board of Supervisors Room, 20 East Gay Street in
Harrisonburg; at 1:00 p,m. on Tuesday, March 26, 1996, at the Multi Purpose Room, Municipal Office
Building, 150 E. Monroe Street in Wytheville; at 7:00 p.m. on Wednesday, March 27, 1996, at the James City
County Board of Supervisors Room, 101 C. Mounts Bay Road, Building C in Williamsburg; and at 1 :30 p.m.
on Thursday, March 28. 1996, at the Prince William County Administration Center, Board Chambers,
McCoart Building, I County Complex, 4850 Davis Ford Road in Prince William. A question and answer
period will be held one half hour prior to the beginning of the public hearing at each location,
INFORMATION: For more detailed information, including the specific amendments proposed, an analysis of
the impact, issues surrounding the amendments, and affected localities, or accessibility for the handicapped
please contact Elleanore Daub, Department of Environmental Quality, Office Water Environmental Research
and Standards, 629 E. Main St., Richmond, VA 23219, (804) 698-4111. Persons needing interpreter services
for the deaf must notify Ms. Daub no later than 4:00 p.m., Friday, March 7, 1996.
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COMMONWEALTH of VIRGINIA
DEPARTMENT OF ENVIRONMENTAL QUALITY
Peter W Schmidt
Director
POBox 10009
Richmond, Virginia 23240-0009
(804) 762-4000
NOTICE OF PUBLIC COMMENT AND PUBLIC HEARINGS
PROPOSED AMENDMENTS TO THE WATER QUALITY STANDARDS
VR ~21-OO
ISSUED: February 5, 1996
Notice is herebygiven in accordance with 9 9-6,14:7.1 of
the Code of Virginia or the requirements of federal law that
the State Water Control Board intends to amend VR 680-
21-00 Water Quality Standards.
SUBIECT: Proposed revisions to the Water Quality
Standards regulation (VR 680-21-00) as required every three
years by state and federal law.
SUBSTANCE: The primary objectives of this triennial
review are to meet the Environmental Protection Agency's
requirements for continued compliance with the Clean
Water Act. These requirements include adding new
numerical standards as necessary, and clarifying
"designated" and "existing use" terminology in Virginia.
Other changes to the regulation were initiated by
Department of Environmental Qual ity (DEQ) staff to
faci I itate implementation of the standards, clarify the
existing standards and guidance or update the regulation
based on new information. Other amendments are
proposed in response to comments from the Department of
Game and Inland Fisheries and the Department of Health.
Also, revisions have been made in response to public
comment.
ESTIMATED IMPACT: Economic Impact to the Regulated
Community: It is anticipated that many of the proposed
amendments will not affect the public, including localities,
since most of the changes are needed to facilitate
implementation of and/or clarify existing state regulations
and guidance, Numerical standards for thirteen new
compounds are proposed to protect human health, These
compounds have been found at confirmed levels in
effl uent, ambient water, sediment or tissue. Many
permittees are discharging these toxicants in their effluent
at low levels and are not expected to exceed the proposed
standards and the effluent will, therefore, not require
additional treatment. Also, many of these same permittees
are discharging other organi.cs and metals that may already
require treatment for removal because of existing
regulations, Since most treatment technologies are the
same for groups of compounds (such as organics or metals),
treatment for the proposed new compounds will most likely
not increase construction costs beyond that considered
when toxics standards were adopted in March, 1992. It is
possible, however, that operation and maintenance costs
may increase if any of the proposed new compounds are
found at levels exceeding the proposed standards.
Likewise, the deletion of four human health compounds
and the revisions of twelve human health compounds and
one aquatic life standard will not provide any significant
financial relief to any permittees since there are still
numerous previously adopted standards in the same
treatment categories that must be met. However, this effort
to update the numerical standards is necessary because this
agency is obligated by State law to update all standards
based on the most recent scientific information,
Overall, it is expected the impact of these proposed thirteen
numerical standards will be primarily one of monitoring
costs, It is likely that up to 500 permittees may be required
to monitor for these new compounds at the time of permit
issuance, The cost may range from $850 to $2,300 for
each outfall at the time of permit issuance every 5 years,
However, if the applicant is currently monitoring for all
priority pollutants or for groups of compounds, such as
volatiles or semivolatiles, in order to characterize their
effluent, then these new compounds would not increase
present monitoring costs.
The proposed deletion of a socioeconomic variance granted
in 1977 to the former Virginia Crafts, which previously
discharged to Ash Camp Creek, is not expected to impact
the current owner of-that facility on Ash Camp Creek (West
Point Pepperell). The variance is no longer applicable
because the facility has changed ownership and West Point
Pepperell is no longer operating.
t')29 E~lst M,lHl Stu'nl r'I,I'j'l';"'lri \/lrqlrll;l ~)3}19 F<1X (80..1) /62.j500 TOO (80.1i -f..,1..10~1.'
Most of the proposed reVISions to the trout water
designations are located in or near National and State parks
and are not expected to have financial impacts, However,
there are several streams proposed as trout streams that
receive discharges that may be required to meet more
stringent dissolved oxygen, temperature and/or ammonia
limits because of the new designation. Three facilities have
been identified; however, it is possible these facilities may
be able to meet the more stringent trout water standards by
optimizing their existing treatment systems. If additional
treatment is needed, DEQ staff estimates that capital costs
for a nitrification unit process could cost from $544,000 to
$725,000 per facility, depending on the volume of effluent.
Operation of this type of system could cost each facility
approximately $45,000 per year.
In addition, there are two facilities that discharge into areas
proposed as new public water supplies. These facilities
will now be required to meet human health standards for
water and fish consumption. It is unknown what the cost
to meet these human health standards will be until the
quality of their effluent is determined. If no data are
available at the time of their next permit issuance, each of
these facilities may have monitoring requirements placed in
their permit as previously mentioned.
Finally, if a permittee or a group of permittees choose to
demonstrate that the local receiving water alters the toxic
effect of metals in their discharge(s), i.e. conduct a water
effects ratio study, this type of study could cost up to
$85,000 per outfall.
State Imoact: These amendments, if adopted, may impact
the Department of Environmental Quality in terms of
resources and time needed to review water effect ratio
studies. The staffing and budget implications for that are
not fully known at this time. The work load will be
monitored and assessed and, if, necessary, addressed in
future budget requests.
Environmental Imoact: Human populations may be
exposed to toxic compounds through drinking water and
the consumption of aquatic organisms and these exposures
need to be regulated at safe levels. With the proposed
adoption of additional human health standards, Virginia is
maintaining the intent and purpose of the Commonwealth's
water quality standards and the Federal Clean Water Act by
providing protection from the carcinogenic and toxic effects
of these compounds.
These amendments will also ensure all trout streams and
public water supplies are correctly identified and listed in
the regulation, thereby providing them an appropriate level
of protection through water quality standards that are
specifically designed to protect those uses, Another benefit
that is 110t so immediate is the designation of Claytor Lake
as a "nutrient enriched water." This designation will
require phosphorus limits on any future 50,000 gallon per
day or larger point source discharge. This will prevent
point source dischargers from contributing nutrients to this
water body that is beginning to show signs of impairment
through nutrient enrichment,
Other Imoacts: It should be noted that these regulations
will also have a positive impact on other industries or trade
groups through direct impact on construction equipment
sales and installation industries, Also, there could be a
positive economic impact on consultants and laboratories
for biological testing for water effects ratio studies and
chemical analysis.
AFFECTED LOCALITIES: The following localities are listed
because some of the amendments in the regulation are
specific to one area and do not have statewide application.
These amendments are found in VR68D-21-07 and 08
(Special Standards and Designations and the River Basin
Section Tables).
Trout Water Amendments:
Counties: Albemarle, Allegheny, Amherst, Augusta, Bath,
Bedford, Bland, Botetourt, Buchanan, Campbell, Carroll,
Clark, Craig, Culpeper, Dickenson, Franklin, Floyd,
Frederick, Giles, Grayson, Greene, Henry, Highland, Lee,
Madison, Montgomery, Nelson, Page, Patrick, Pittsylvania,
Pulaski, Rappahannock, Roanoke, Rockbridge, Rockingham,
Russell, Scott, Shenandoah, Smyth, Tazewell, Warren,
Washington, Wise, Wythe.
Cities: Buena Vista, Clifton Forge, Galax, Lexington, Salem
Towns: Abingdon, Blacksburg, Brookneal, Buchanan,
Covington, Craigsville, Damascus, Floyd, Grundy, Hillsville,
Independence, Jonesville, Lebanon, Marion, Narrows,
Pembroke, Pennington Gap, Rural Retreat, Stuart,
Troutdale, Wytheville.
Public Water Supply amendments:
Counties: Albemarle, Amherst, Bedford, Campbell,
Charlotte, Chesterfield, Clarke, Culpeper, Fairfax, Fauquier,
Franklin, Giles, Gloucester, Goochland, Halifax, Henrico,
Henry, Isle of Wight, Lee, Loudoun, Montgomery, Nelson,
Orange, Page, Pittsylvania, Powhatan, Prince Edward,
Pulaski, Rappahannock, Roanoke, Rockingham, Scott,
Spotsylvania, Tazewell, York.
Cities: Bedford, Colonial Heights, Lynchburg, Martinsville,
Portsmouth, Roanoke, Norfolk, Richmond, Suffolk, Virginia
Beach, Williamsburg
Towns: Altavista, Berryville, Brookneal, Farmville, Gretna,
Hurt, Jonesville, Leesburg, Luray, Pocahontas, Pulaski,
Shenandoah, Tazewell, Vinton
Page 2 of 5
Deletion of Halogen Ban and Related Sections
(Endangered Species Designations and Trout Water
Reference):
These amendments, if adopted. will not affect the localities
surrounding these designations since there will be no
additional regulatory requirements placed upon the locality,
Therefore, the localities do not require notification under
this rulemaking.
Deletion of Scenic River Designations:
These amendments were included in the regulation for
informational purposes only, The designations still exist in
the statutes in 910,1-400 et.seq. (Scenic Rivers Act) and the
deletion of these designations in this regulation will not
affect the localities and therefore, do not require a
notification under this rulemaking,
Nutrient Enriched Waters:
Counties: Pulaski
Towns: Draper, Dublin, Pulaski
Potomac Embayment Standards:
The affected local ities for the amendments to VR 680-21-
07.1,b and g (and associated sections in the River Basin
Section Tables) will be listed and notified through the
rulemaking associated with the new Potomac Embayment
Policy.
Other Amendments in VR68G-21-o7 and 08:
Counties: Charlotte, King George
Cities: Chesapeake, Virginia Beach
Towns: Keysville
Remaining amendments to the regulation are statewide in
application and will not cause a particular locality to
sustain an impact not experienced by other localities,
ISSUES: The DEQ has concluded that the proposed
amendments to the regulation are necessary to ensure the
continued protection of the health, safety and welfare of the
citizens of the Commonwealth and provide for the efficient
and economical performance of an important governmental
function, Advantages to the state are the avoidance of
federal promulgation of standards for Virginia; keeping the
standards up-to-date and appropriate; and providing
potential avenues of regulatory relief and flexibility to the
permittees that are not currently available.
The DEQ views this rulemaking to be advantageous to the
public for many of the same reasons; i.e., from the
standpoint of keeping the standards up-to-date and allowing
for potential avenues of relief from the regulation where
there are no resulting adverse impact to the water quality.
DEQ does not perceive any. disadvantages to the public of
implementing the proposed regulatory amendments to the
water quality standards. However, the public may view
this as reduced regulatory control due to the proposed
deletion of certain sections of the regulation.
The Virginia Water Quality Standards Regulation is
modified in accordance with Clean Water Act mandates,
the Federal Water Quality Standards Regulation and State
Water Control Law. EPA has required the State to make
several modifications to the regulation in order to place
Virginia in compliance with Federal mandates and
regulations, EPA requires including "wetlands" in the
General Standard in order to ensure they are recognized as
State waters, modifying the current "beneficial use"
terminology to be consistent with the Federal "designated"
and "existing" use terminology, updating the numerical
water quality standards to protect designated uses and
updating stream classifications to identify those uses, Since
EPA has final approval of State water quality standards
regulations, the DEQ has opted to include these EPA
requirements. If not included, the State will risk Federal
promulgation of these amendments. The appropriateness
of these amendments are issues which warrant public
comment and attention.
The DEQ has also added a variable to the numerical metals
standards that is consistent with the Federal National Toxic
Rulemaking. This variable is called the "water effects ratio"
and is to be applied to the numerical standards in the
permitting process, In the past, the use of "water effect
ratios" on numeric water quality standards resulted in a
standards modification and were required to be adopted as
amendments under the Administrative Process Act and
subject to full public participation. With this amendment,
public participation will be applied through the permitting
process. The use and implementation of this "water effect
ratio" will be an importa'nt issue in this rulemaking process.
The DEQ had received comments from the Department of
Game and Inland Fisheries to add numerous endangered
species designations to the regulation. If included, all
municipal and industrial facilities discharging into those
waters would not be allowed to use chlorine or other
halogenated compounds for disinfection or other treatment
purposes, Alternately, the Department is proposing to
delete the halogen ban section of the chlorine policy (VR
68Q-21-01.11.C) thereby, obviating the need for the
endangered and threatened species designations. It was
determined that none of the activities resulting in chlorine
pollution incidences over the past two years were regulated
by the halogen ban and thus preventable under the ban.
Therefore, the risk of having an accidental release of
chlorine to waters containing threatened or endangered
species is very remote and this places an unreasonable
Page 3 of 5
burden on plant owners, They should be given the same
opportunity as other plant owners to employ more
conventional means to meet the chlorine water quality
standard that is designed to ;Jrotect aquatic life and has
existed since 1986. It was also determined that the
halogen ban was more stringent than both Federal and State
law or regulation; therefore, under Executive Order
Number Fifteen (94), it should be deleted. Deleting the
associated special designation section doesn't mean that
threatened or endangered species no longer exist in those
waters because those waters were only specifically
identified in this regulation because that is where the
halogen ban applies. However, this deletion of the halogen
ban and the endangered species designations will be an
important issue to the public and other State and Federal
agencies.
With this rulemaking, the DEQ has also elected to update,
modify and cancel amendments relating to trout water,
public water supplies and nutrient enriched waters. The
accuracy of these amendments are important issues so that
permits are written to protect water quality,
Finally, the State is required to conduct an impact
assessment of the costs and benefits resulting from this
regulation. The question of whether the impact assessment
adequately reflects the true costs and benefits resulting from
this regulation is another issue.
BASIS: Section 62.1-44,15(3a) of the State Water Control
Law, as amended, authorizes the State Water Control Board
to establish, amend or cancel water quality standards and
policies for any State waters consistent with the purpose
and general policy of the State Water Control Law. This
section also requires the Board, at least once every three
years, to review the standards and policies, and as
appropriate, to propose revisions and changes to the
standards and policies. Such standards shall be adopted
only after a hearing is held and the Board takes into
consideration the economic and social costs and benefits
which can reasonably be expected to be obtained as a
result of the standards as adopted, modified or cancelled.
PURPOSE: In order to comply with State statute 9 62.1-
44,15(3a) requirements and Federal Clean Water Act
requirements in 9 303(c), another review of the water
quality standards must be completed. The proposed
regulation is essential in protecting the health, safety and
welfare of the citizens of the Commonwealth. It will
enhance the Department's ability to protect the water
quality and living resources of Virginia's rivers, lakes and
estuaries for human consumption of fish and shellfish,
recreational uses and conservation in general. The
proposed regulation is also essential for the efficient and
economical performance of an important governmental
function. It contains the water quality standards that are
used in calculating permit limits for point source
discharges. Without these standards, there would be no
regulatory basis for water quality based permit limits. The
regulation also clearly defines acceptable levels for toxic
and conventional pollutants in waters.
APPLICABLE FEDERAL REOUIREMENTS: Section
303(c)(2)(B) of the Clean Water Act requires States to adopt
criteria for 307(a) toxic pollutants whenever a State
conducts their three year review of water quality standards.
The Federal Regulation at 40 CFR 131.11 requires States to
adopt criteria that protect designated uses, Such protection
is further mandated in Section 101 (a)(2) of the Clean Water
Act which states that the objective of the Act is to restore
and maintain the chemical, physical, and biological
integrity of the Nation's waters. While EPA retains
approval/disapproval oversight of all water quality
standards, the States decide which standards are necessary
to protect designated uses. The DEQ staff believes all the
amendments are necessary to protect designated uses and
uphold the above listed Federal requirements.
The Federal water quality standards regulation 40 CFR
131.10 contains specific application of the terms
"designated" and "existing uses". With this rulemaking, the
Board is attempting to make the Virginia water quality
standards regulation more consistent with the Federal
terminology.
The Federal Regulations developed for the National
Pollutant Discharge Elimination System (40 CFR 122.2) and
permits for the discharge of dredged or fill material (40 CFR
230.3 and 232.2) include "wetlands" in the definition of
"waters of the U.S." With this rulemaking, the Board is
clarifying that wetlands are included as State waters which
is consistent with the Federal definition of U.S, waters.
INFORMATIONAL PROCEEDINGS: The Board will hold
informational proceedings (public hearings) at 7:00 p.m. on
Monday, March 25, 1996 at the Rockingham County Board
of Supervisors Room, 20 East Gay Street in Harrisonburg;
at 1 :00 p.m. on Tuesday, March 26, 1996, at the Multi
Purpose Room, Municipal Office Building, 150 E. Monroe
Street in Wytheville; at 7:00 p,m. on Wednesday, March
27, 1996, at the James City County Board of Supervisors
Room, 101 C. Mounts Bay Road, Building C in
Williamsburg; and at 1 :30 p.m. on Thursday, March 28,
1996, at the Prince William County Administration Center,
Board Chambers, McCoart Building, 1 County Complex,
4850 Davis Ford Road in Prince William; to receive data,
views and arguments concerning the proposal.
Page 4 of 5
QUESTION AND ANSWER PERIOD' A question and
answer period will be held one half hour prior to the
beginning of each public hearing at the same location.
Department of Environmental Quality staff will be present
to answer questions regarding the proposed action,
ACCESSIBILITY TO PERSONS WITH DISABILITIES: The
proceedings are being held at facilities believed to be
accessible to persons with disabilities. Any person with
questions on the accessibility of the facilities should contact
Ms, Elleanore Daub at the address and telephone number
below, Persons needing interpreter services for the deaf
must notify Ms. Daub by March 7, 1996,
EVIDENTIAL PROCEEDING (FORMAL HEARING): The
Board will hold an evidential proceeding (formal hearing)
at a time and place to be established, if a petition for such
a hearing is received and granted. Affected persons may
petition for a formal hearing concerning any issue of fact
directly relevant to the legal validity of the proposed action.
Petitions must meet the requirements of 91.23(b) of the
Board's Procedural Rule No, 1 (1980), and must be
received by Dr. Alan Anthony (see address below) by 4:00
p,m, on Monday, March 18, 1996,
REQUEST FOR COMMENTS: The Board seeks written
comment from interested persons, To be considered,
comments should be directed to Dr. Alan J. Anthony,
Department of Environmental C..ality, Division of Scientific
Research, 629 E. Main Street, Richmond, VA 23219 and
must be received by 4:00 PM on Monday, April 22,1996.
OTHER INFORMATION: The Board has conducted
analyses related to the basis, purpose, substance, issues and
estimated impacts of the proposed amendments. Any
persons interested in reviewing these material should
contact the contact person listed below.
CONTACT: For further information or to review copies of
material, contact Elleanore Daub, Department of
Environmental Quality, Office Water Environmental
Research and Standards, 629 E. Main St., Richmond, VA
23219, (804) 698-4111.
Page 5 of 5
f
~
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF ENVIRONMENTAL QUALITY
WATER DIVISION
OFFICE OF ENVIRONMENTAL RESEARCH.AND STANDARDS
PROPOSED AMENDMENTS TO THE
WATER QUALITY STANDARDS
(VR680-21-00)
TRIENNIAL REVIEW
PROPOSED
SEPTEMBER 1994
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 1
VR680-21-01
SURFACE WATER STANDARDS WITH GENERAL, STATEWIDE
APPLICATION
VR680-21-01.1
Use Designations
~ Desiqnated Uses
All State waters. includinq wetlands. are designated for the
followinq uses: recreational uses, e.q. swimminq and boatinq: the
nronaqation and qrowth of a balanced. indiqenous nonulation of
aquatic life. includinq qame fish. which miqht reasonably be
expected to inhabit them: wildlife: and the nroduction of edible
and marketable natural resources. e.q. fish and shellfish: except
for reasonably-sized mixing zones in waters immediately below
municipal and industrial discharges, for example as provided in
~lR680 21 02.2 VR 680-21-01.2.C below, and for the propag~tion and
grmith of a b~lanced, in-digenouo population of fioh, ohellfioh,
~nd \lildlife.
~ Existinq Uses
Existinq uses are defined as those uses actually attained in the
water body on or after November 28. 1975. whether or not they are
included in the water auality standards.
VR680-21-01.2
General Standard
A. All State waters. includinq wetlands. shall be maintained at
such quality as will protect all elcicting beneficial
desiqnated uses att~ined on or after November 28, 1975 and
.,lill cupport the propagation and gro".ith of all aquatic life,
including game fioh, which might re~conably be el~ected to
inh~bit them. BJcicting beneficial UDec include, but are not
limited to, recreationaluoeo, e.g. Br.dmming and boating, ~nd
production of edible and marketable n~tural recourcec, e.g.,
fich ~nd chellfich. Maintenance of desiqnated uses listed
above is accomolished throuqh the annlication of the standards
of quality set forth in this reaulation.
B. All State waters. includinq wetlands. shall be free from
substances attributable to sewage, industrial waste, or other
waste in concentrations, amounts, or combinations which
contravene established standards or interfere directly or
indirectly with reacon~le, beneficial desiqnated uses of such
water or which are inimical or harmful to human, animal,
plant, or aquatic life. Specific substances to be controlled
include, but are not limited to: floating debris, oil, scum,
and other floating materials; toxic substances {including
those which bioaccumulatet; substances that produce color,
tastes, turbidity, odors, or settle to form sludge deposits;
and substances which nourish undesirable or nuisance aquatic
plant life. Effluents which tend to raise the temperature of
the receiving water will also be controlled.
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 2
C. Mixing Zones
1. The Board shall use mixing zone concepts in evaluating
permit limits for acute and chronic standards in
VR680-21-01.14.B. No mixing zone established by the Board
shall:
a. Prevent movement of passing or drifting aquatic
organisms through the water body in question;
b. Cause acute lethality to passing or drifting aquatic
organisms;
c. Be used for, or considered as, a substitute for
minimum treatment technology required by the Clean
Water Act and other applicable State and Federal laws.
d. Constitute more than one-half of the width of the
receiving watercourse nor constitute more than
one-third of the area of any cross section of the
receiving watercourse.
e. Extend downstream at any time a distance more than
five times the width of the receiving watercourse at
the point of discharge.
2. An allocated impact zone may be allowed within a mixing
zone. This zone is the area of initial dilution of the
effluent with the receiving water where the concentration
of the effluent will be its greatest in the water column.
Mixing within these allocated impact zones shall be as
quick as practical and shall be sized to prevent lethality
to passing aquatic organisms.
3. Mixing zones shall be determined such that acute standards
are met outside the allocated impact zone and chronic
standards are met at the edge of the mixing zone (see
VR680-21-01.14.A and B).
4. The Board may waive the requirements of paragraphs C.l.d
and C.1.e. if:
a. The Board determines on a case by case basis that a
complete mix assumption is appropriate, or
b. A discharger provides an acceptable demonstration of:
(1) Information d~fining the actual boundaries of the
mixing zone in question; and
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 3
(2) Information and data proving no violation of
paragraphs C.I.a, C.I.b, and C.I.c by the mixing zone
in question.
5. The size of a thermal m1x1ng zone shall be determined on a
case by case basis. This determination shall be based
upon a sound rationale and be supported by substantial
biological, chemical, physical, and engineering evidence
and analysis. Any such determination shall show to the
Board's satisfaction that no adverse changes in the
protection and propagation of balanced indigenous
populations of fish, aquatic life, and wildlife may
reasonably be expected to occur. A satisfactory showing
made in conformance with Section 316(a) of the Clean Water
Act shall be deemed as compliance with the requirements of
this paragraph.
6. Notwithstanding the above, no new or expanded mixing zone
shall:
a. Be allowed in waters listed in VR680-21-01.3.C.3;
b. Be allowed in waters defined in VR680-21-01.3.B for
new or increased discharges unless the requirements
outlined in VR680-21-01.3.B are satisfied.
7. All mixing zones shall be implemented in accordance with
the provisions of subsections A and B (General Standard)
above.
VR680-21-01.3
Antidegradation Policy
A. Existing instream water uses and the level of water quality
necessary to protect the existing uses'shall be maintained and
protected.
B. Waters whose existing quality is better than the established
standards as of the date on which such standards become
effective will be maintained at the existing quality; provided
rb~t the Board has the power to authorize any project or
development, which would constitute a new or an increased
loading of .pollutants to high quality water, when it has been
affirmatively demonstrated that a change is necessary to
provide important economic or social development in the area
in which the waters are located. Present and anticipated use
of such waters will be preserved and protected.
~
1. A new or increased discharge is defined as a newly
constructed facility or an existing facility which
STATE WATER CONTROL BOARD
VR680-21.-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 4
requests a significant increase in its loading of one or
more of the constituents listed in VR680-21-01.14.B.
2. In considering whether a possible significant change in
water quality is necessary to provide important economic
or social development, the Board will provide notice and
opportunity for a public hearing so that interested
persons will have an opportunity to present information
and the Board will satisfy the requirement of
intergovernmental coordination as part of the
Commonwealth's Continuing Planning Process.
3. Upon a finding that such change is justifiable, the change
nevertheless; must not result in violation of those water
quality characteristics necessary to attain the water
quality goals in VR680~21-01.2.A of protection and
propagation of fish, shellfish, and wildlife, and
recreation in and on the water. Further, if a change is
considered justifiable, it must not result in any
significant loss of marketability or recreational use of
fish, shellfish or other marine resources, and all
practical measures should be taken to eliminate or
minimize the impact on water quality.
4. When degradation or lower water quality is allowed, the
Board shall assure that there shall be achieved the
highest statutory and regulatory requirements applicable
to all new and existing point sources to the water body
and all cost-effective and reasonable best management
practices for nonpoint source control which are under the
jurisdiction of the Board.
5. Any determinations concerning thermal discharge
limitations made under Section 316(a) of the Clean Water
Act will be considered to be in compliance with the
antidegradation policy.
C. Surface waters, or portions thereof, which provide exceptional
environmental settings and exceptional aquatic communities or
exceptional recreational opportunities may be designated and
protected as described in VR680-21-01.3.C.l, 2 and 3.
1. Designation Procedures
Designations shall be adopted in accordance with the
provisions of the Administrative Process Act and the
Board's Public Participation Guidelines. As part of the
process, the Board shall, when considering regulatory
action to designate any waters under this section, take
all reasonable steps to notify potentially impacted
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 5
parties, including local governments, of the Board's
intent and the estimated impacts of any possible
designation.
2. Implementation Procedures
a. The quality of waters designated in VR 680-21-01.3.C.3
shall be maintained and protected to prevent permanent
or long-term degradation or impairment.
b. No new, additional, or increased discharge of sewage,
industrial wastes or other pollution into waters
designated in VR 680-21-01.3.C.3 shall be allowed.
c. Nonpermitted activities causing temporary sources of
pollution, which are under the jurisdiction of the
Board, may be allowed in waters designated in VR
680-21-01.3.C.3 even if degradation may be expected to
temporarily occur as long as after a minimal period of
time the waters are returned or restored to conditions
equal to or better than those existing just prior to
the temporary source of "pollution.
3. Reserved for Future Designations of waters defined in VR
680-21-01.3.C
VR680-21-01.4
Standards Application: Stream Flow
A. Stream Flow
1. Stream Standards for protection from acute effects on
aquatic life shall apply whenever flows are equal to, or
greater than, the lowest flow which, on a statistical
basis, would occur for a 1-day-period once every 10 years.
2. Stream Standards for protection from chronic effects on
aquatic life and applicable standards in VR680-21-01.S
shall apply whenever flows are equal to, or,greater than,
the lowest flow which, on a statistical basis, would occur
for a 7-consecutive-day period once every 10 years.
3. Stream Standards for protection of human health from
carcinogenic effects (as shown in VR680-21-01.14.B) shall
apply whenever flows are equal to, or greater than, the
harmonic mean flow.
4. Stream Standards for ~rotection of human health from
non-carcinogenic effects (as shown in VR680-21-01.14.B)
shall apply whenever flows are equal to, or greater than,
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 6
the lowest flow which, on a statistical basis, would occur
for a 30-consecutive-day period once every 5 years.
B. The flows listed above in VR680-21-04.A.1 and 2 are used to
determine compliance with the water quality standards unless
other methods which are statistically valid are employed which
can be shown to protect aquatic organisms.
C. Manmade alterations in stream flow shall not contravene
reaoonable, beneficial desiqnated uses including protection of.
the propagation and growth of aquatic life.
VR680-21-01.5
Standards for Dissolved OXygen, pH, and Maximum
Temperature
DESCRIPTION
CLASS OF WATERS
II
III
IV
v
VI
VII
DISS. OXYGEN (mg/l)
Min. Daily Avg.
pH
Max. Temp.
(0 C)
I
Open Ocean
5.0
6.0-9.0
Estuarine Waters
(Tidal Water-
Coastal Zone to
Fall Line)
4.0
5.0
6.0-9.0
Non-tidal Waters
(Coastal and
Piedmont Zones)
4.0
5.0
6.0-9.0
32
Mountainous Zones
Waters
4.0
5.0
6.0-9.0
31
Put and Take Trout
Waters
5.0
6.0
6.0-9.0
21
Natural Trout
Waters
6.0
7.0
6.0-9.0
20
Swamp Water
*
*
**
*
-
* This classification recognizes that the natural quality of swamp
water may fall outside of the ranges for D.O. and pH set forth
~bove as water quality standards; therefore, on a case-by-case
basis, standards for specific swamp waters can be developed that
reflect what natural quality is.
** Maximum temperature will be~the same as that for Classes I
through VI waters as appropriate.
STATE WATER CONTROL BOARD
VR680-2l-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 7
VR680-2l-0l.6
Rise Above Natural Temperature
Any rise above natural temperature shall not exceed 30C except
in the case of Class VI waters (natural trout waters), where it
shall not exceed lOCo However, the Board can, on a case-by-
case basis, impose a more stringent limit on the rise above
natural temperature. Natural temperature is defined as that
temperature of a body of water (measured as the arithmetic
average over one hour) due solely to natural conditions without
the influence of any point-source discharge.
VR680-2l-0l.7
Maximum Hourly Temperature Change
The maximum hourly temperature change shall not exceed 20C,
except in the case of Class VI waters (natural trout waters)
where it shall not exceed O.SoC. This standard (limit) shall
apply beyond the boundaries of mixing zones and is in addition
to temperature changes caused by natural conditions.
VR680-2l-0l.8 Thermal Discharges into Lakes and Impoundments
In lakes and impoundments receiving thermal discharges, the
temperature of the epilimnion, or surface water when there is no
stratification shall not be raised more than 30C above that
which existed before the addition of heat of artificial origin.
The Board may, on a case-by-case basis, impose a more stringent
limit on temperature rise. The increase shall be based on the
monthly average of the maximum daily temperature. The
temperature of releases from these lakes and impoundments shall
be consistent with standards established for the receiving
waters. When an applicant for a permit proposes either a
discharge of heated effluent into the hypolimnion or the pumping
of water from the hypolimnion for return "back into the same body
of water, such practice shall not be approved unless a special
study shows that the practice will not produce adverse effects.
VR680-2l-0l.9 Site-Specific Temperature Requirements
The temperature limits set forth in Sections VR680-21-0l.S -
VR680-2l-0l.8 may be superseded in certain locations by
Site-Specific Temperature Standards or in the case where a
thermal variance demonstration is performed in accordance with
Section 3l6(a) of the Clean Water Act. Criteria for development
of site specific temperature requirements is found in A. below.
Criteria for 3l6(a) demonstrations is found in B. below.
~
A. Criteria for Developing Site-Specific Temperature Standards
STATE WATER CONTROL BOARD
VR680-21.-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
. PAGE 8
.'
For any specified time of year there shall be two upper
limiting temperatures for a location based on temperature
requirements of important sensitive species found at the
location at that time. These limiting temperatures are:
1.. A maximum weekly averag~ temperature that:
a. in the warmer months is determined by adding to the
physiological optimum temperature (usually the
optimum for growth) for the most sensitive important.
species (and appropriate life stage) that normally
is found at that location and time; a factor
calculated as one-third of the difference between
the ultimate upper incipient lethal temperature and
the optimum temperature for that species;
b. in the cooler months is an elevated temperature that
would still ensure that important species would
survive if the temperature suddenly dropped to the
normal ambient temperature;
c. during reproduction seasons meets specific site
requirements for successful migration, spawning, egg
incubation, fry rearing, and other reproductive
functions of important species;
d. at a spe~ific site is found necessary to preserve
normal species diversity or prevent undesirable
growths of nuisance organisms.
2. A time-dependent maximum temperature for short
exposures.
Baseline thermal conditions shall be measured at a site
where there is no unnatural thermal addition from any
source, which site is in reasonable proximity to the
thermal discharge (within 5 miles), and which has
similar hydrography to that of the receiving waters at
the point of discharge.
Standards development should be in accordance with Water
Quality Criteria 1972: A Report of the Committee on
Water Quality Criteria and Quality Criteria for Water,
U.S. Environmental Protection Agency.
B. 316(a) Determinations
A successful demonstration accepted by the Board concerning
thermal discharge limits carried out under Section 316{a) of
the Clean Water Act shall constitute compliance with the
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 9
temperature requirements of these standards. A successful
demonstration must assure the protection and propagation of
a balanced indigenous population of aquatic species and
wildlife in or on the water into which the discharge is
made. When making a determination concerning thermal
discharge limits under Section 316(a) of the Clean Water
Act, the Board shall provide notice and opportunity for a
public hearing.
VR680-21-01.10 Deleted.
VR 680-21-01.11 Chlorine in Surface Waters
A. Standard
1. The average daily concentration of total residual
chlorine (TRC) in freshwater shall not exceed 11 parts
per billion (ug/l) and the average daily concentration
of chlorine produced oxidant (CPO) in saline waters
(annual mean salinity of 5 parts per thousand or
greater) shall not exceed 7.5 parts per billion (ug/l).
2. The one-hour average concentration of total residual
chlorine (TRC) in freshwater shall not exceed 19 parts
per billion (ug/l) and the one hour average
concentration of chlorine produced oxidant (CPO) in
saline waters shall not exceed 13 .parts per billion
(ug/l) .
B. Policy
The Board, pursuant to Section 62.1-44.15(3a) of the Code of
Virginia (1950), as amended, hereby sets forth its policy
for implementation of the chlorine scandard in surface
waters of the Commonwealth. These concentrations shall
apply to all surface waters of the Commonwealth except where
the permittee can demonstrate to the Board that exceptions
may be allowed without resulting in damage to aquatic life.
1. Mixing zones may be established on a case-by-case basis
according to Section VR680-21-01.2C. Since Section
VR680-21-01.2C does not allow acutely toxic
concentrations within the mixing zone, chlorine
residuals within the mixing zone shall not exceed the
one hour average of 19 ug/l TRC in freshwater or 13 ug/l
CPO in saline waters.
j;
2. Effluent limitations on chlorine shall be imposed to
assure compliance with paragraphs A.1. and A.2. at the
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 10
boundary of the mixing zone and paragraph A.2. within
the mixing zone. These effluent limitations shall be
calculated presuming complete mixing.
3. The permittee may present to the Board site specific
analytical data showing that a modified effluent limit
will result in compliance with Sections A.1. and A.2. of
the Standard.
4. Exceptions to these concentrations may be allowed by the,
Board only upon a case-by-case demonstration by the
permittee. These case-by-case demonstrations shall
contain both alternative instream concentrations and
appropriate permit limitations to protect beneficial
uses. Exceptions may be considered for only the
following situations:
a. The nature of the receiving waters or the nature and
composition of the chlorine discharged are such that
this TRC or CPO concentration is not necessary to
protect aquatic life.
b. Receiving streams such as drainage ditches whose
nature is such that they cannot reasonably be
expected to support the propagation and growth of
aquatic life and do not provide reaoonable
beneficial desianated uses with respect to aquatic
life. Compliance shall nonetheless be required
where these waters discharge into other State waters
capable of sustaining reaaonable beneficial
desianated uses. In such situations, the Board may
place effluent limits at the confluence of these two
waters.
c. Discharge of intermittently chlorinated water (not
more than two hours in any eight hour period) .
5.- Not,dthotanding the foregoing, chlorine or other halogen
compoundo ~ ohall not be tioed for dicinfection purpooeo
or other treatment purpoaeo including biocide
applicationo for any treatmcnt facility .iith a pcrmitted
flm: of 20,000 gallono per day or more diocharging to
~.aterc containing endangcrcd or thrcatened opecieo 0.0
identified in Cection "meso 21 07.2 or to r.mtcro
claooified aa natural trout \latera eJccept for
diochargero \lho intermittently chlorinate. Diochargero
of leoo than 20,000 go.llono per d~y anall dechlorinate
to the requirementD~of ouboectiono A.1 and A.2 or to ~
non detectable chlorine reoidual. Dioch~rgero \lho
interm.ittently chlorinate (not FRore than t.m houro in
STATE WATER CONTROL BOARD
VR680~21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 11
any eight hour period) shall he required to inotall
equipment and/or cmploy procedures to aocure
dechlorination to a chlorine rcaidual that meeta the
requiremente of cuhaectiono A.1 and A.2, and to apply
effective beet management practiceo"for calorine.
Diachargero ~iho interiftittently chlorinate 13nall, in
order to addre130 a poooible malfunction of the
dechlorination cyotem, either have storage Bufficient to
contain the chlorinated \Ta.ter until it can be
dechlorinated prior to.diocharge or have an online
redundant and operational bade up dechlorination ayotem.
Vari~nce to thio requirement ohall not be made unleoo it
hao been affirmatively demonotrated that the benefici~l
uoeo of the \:ater uill he maintained and that either 0.
ch~nge io juctifiable to provide neceooary economic or
oocial development or the degree of \lU.ote treatment
neceooary to preoerve the eJCicting quality can not be
economically or oocially juotified.
+- Dromir:e, bromine chloride, hypochlorite and chlorine dimcide.
VR680-21-01.12
Radiological Quality Standards
Substance
Standard
Total Radium (Ra-226 & Ra-228)
Radium 226
Gross Beta Activity*
Gross Alpha Activity
(excluding Radon & Uranium)
Tritium
Strontium-90
5
3
50
15
pCi/l
pci/l
pCi/l
pCi/l
pCi/l
pCi/l
20,000
8
Manmade Radioactivity - Total Dose Equiv~** 4 mrem/yr
pCi/l = picocurie per liter
mrem/yr = millirems per year
*The gross beta value shall be used as a screening value
only. If exceeded the water must be analyzed to determine
the presence and quantity of radionuclides to determine
compliance with the tritium, strontium, and manmade
radioactivity standards.
**Combination of all sources should not exceed total dose
equivalent of 4 mrem/year.
j;
STATE WATER CONTROL" BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 12
VR680-21-01.13 Trihutyltin in Curface Watero
The concentration of tributyltin (TBT) in fream:ater ohall not
exceed 0.02C parte per billion (ug/l), and the concentration of
tributyltin in ealtwater ehall Hot eJcceed 0.001 part13 per
billion (ug/l). Reserved. .
VR680-21-01.14
Standards for Surface Water
A. Instream water quality conditions shall not be acutely or
chronically toxic except for toxicity as allowed for in
VR680-21-01.2.~ (mixing zones). The following are
definitions of acute and chronic toxicity conditions.
Acute Toxicity means an adverse effect that usually occurs
shortly after the introduction of a pollutant. Lethality to
an organism is the usual measure of acute toxicity. Where
death is not easily detected immobilization is considered
equivalent to death.
Chronic Toxicity means an adverse effect that is
irreversible or progressive or occurs because the rate of
injury is greater than the rate of repair during prolonged
exposure to a pollutant. This includes low level, long-term
effects such as reduction in growth or reproduction.
B. The following table is a list of numerical water quality
standards for specific parameters.
1. For those waters with multiple designated beneficial
uses, the most stringent standards in the following
table shall apply.
2. When information has become available from the
Environmental Protection Agency to calculate additional
aquatic life or human health standards not contained in
the table the Board may employ these values in
establishing effluent limitations or other limitations
pursuant to the General Standard in VR680-21-01.2
necessary to protect the beneficial desianated uses
until the Board has completed the regulatory standards
adoption process.
j;
STA'IE WATER. CONTROL BOARD PAGE 13
I VJt68G.21-OOWATER. QUAUIY STANDARDS
TBXT OF RBGUlAnONS
Table of:l'anmdien'
AQUAUC LIFE IItlMAN HEALTH
PUBUC
FRESHWATER. SAL'lWATER. WATER AlL 01HBR
Actrm" amoNIC' Actrm" amoNIC' SUPPL.IES" SURFACE WATERS'
SUBSTANCE ~ ",n ",n ",11 acn acn acll
AcmaoblheDe 1.200 2,700
AldriD c 3.0 0.3 1.3 0.13 0.0013 0.0014
AIIIIDOIlia See Tu.1c 1 See Tu.1c 2 See Tu.a 3 ud 4
ADIbna:ae 9.600 110.000
~ --..ll 4.300
Analic SO
Analic m ;. 360 190 69 36
Barium 2.000
Bc:m.cDc c 12 710
Bcazo(a)aDlhnlccac c: o.cw 0.044 CUU 0.49
Baozo(b)fluoruIbcae c o.cw 0.044 O.J.U M2
Bc:azo(k)Ouor.albc:ac c o.o:za 0.044 CUU 0.49
Bcazo(a)pyrcze c o.cw 0.044 O.J.U 0.49
Bromoform c 44 3.600
BuM beazvl Dhlhalate 3.000 5.200
Cadmium .:. .(1.128[~'")].3.82ll) .(0.78S2[la(lIardne.'")]-3.49O) 43 9.3 U ~
Carbon Tetnc:hJoride c: 2.5 45
CblordaDc c 2.4 0.0043 Q.09 0.0040 0.0058 0.0059
Cbloride 160.000 230.000 250.000"
ChloriDe See VR68O-21-01.11
CblorocIib~ 690 57.000
\
Chloroform c 57 4.700
""UT'I:i .1.. 'AT . ~ 4.,:JOO
2-Chlorwhenol 120 400
Chlorpyrif"; 0.083 0.041 0.011 0.0056
Chromiumm' .(0.81~]+3.688) .(0.819O[1a(bardDea'")) + 1.561) aa.,ooo QQ,.OOO
CIuomiumVI;. 16 11 1.100 SO ~ i.,4OO
ChryacDC c: o.cw ~ CUU 0.49
Cot>I- ;. .(0.9422[~'")]-I.464) .(0.8S45[~.)]-I.46S) ~3.7 ~3.7 1.300
STATE WATER OON'I1lOLBOARD PAGB 14
VII6IO-21-OOWATER QUAU1Y STANDARDS
TEXT OF JtIlGUIAnONS
AQUA.'l1C 1DE JroMAN III!'ALm
PUBUC
FRESHWATER. SAL1WATER. WATER. AU. O'IHER
ACUT'E" CHRONIC' ACUT'E" aIRONIC' SUJ>PJ..Jm4 SURFACE WATBRS'
SUBSTANCE..! .,11 veil veil acII veil veil
Cyuide 22 5.2 1.0 1.0 700 215,000
~ ~ 0.0084
~ ~ 0.0059
DDT c 1.1 0.0010 0.13 0.0010 0.0059 0.0059
DcmdGG 0.1 0.1
DiIIcaz(~ c o.ma 0.044 UU~
Dibutvl DbtbaIak: 2.700 12.000
I>ic:bIoromc:lb c 47 16,000
1.2-Dic:bIorob<azea 2.700 17.000
1.3-Dic:bIorob<azea 400 2.600
1,4-Dic:hIorobcazcDe 400 2.600
DichIo"""'olDoOm--"(' c: 3.0 220
1.2-I>ic:bIoroelbaD c: 3.8 990
1.I-DichIoroelhvlcDe ill 17.000
2.4 Dic:bIoI'OllbcDoI ~ 790
(2.4-4ic:h1oropbeDoxy) 71
eoetic: ec:id a.4-D)
DiddriD c 2.5 0.0019 0.71 0.0019 0.0014 0.0014
Dielbvl pblba!ale 23.000 120.000
Di-2-ElbyIbexyI Pb1ba1atc c 18 59
2.4 Dimdhvipbalol 540 2.300
2.4-DiDicroc.o__ c 1.1 91
DioxiD. See VR680-21..o1.15
Di.o1vaI OxyJm See VR68O-21..o1.5
~ 0.22 0.056 0.034 0.0087 0.93 2.0
&drin 0.18 0.0023 0.037 0.0023 0.76 0.81
E1hylbeaz<Dc 3.100 29,000
Fcca1 Coliform See VR680-21..02
F1uonaIb:ae 300 370
FIuon:ue 1.300 14.000
j;
Fo.miac .,c:aIIl (meuurcd .. SOO-.
mecbylc:De blue active oubetmoea)
STA'IE WATER CONTROL BOARD
'VJl68G.21-4lOWATER QUAUIY STANDARDS
TEXT OF RBGUlAnONS
AQ'UAl1C LIFE
FlUlSHWATER.
ACU'I'E'
SUBSTANCE~
..n
GIIlhioa
H~c:
0.52
Hcuc:bIoroc:yc:I
2.0
(UodaDe)
HydRIICll Sulfide
lDdcDo(l.2.3-<d)pyrc:De c:
1rou~
Uopborooe
Kcpooe
1.-1":
J-l.273[ID(bardDeM.))-I.460)
MaIa1hioa
M.a&- (MIuWe)
Mcrcwy !.....7
2.4
Mdhoxyc:lo.-
Mircx
MODOChIorobc:azc
Nickel ~
CHRONIC'
uc/I
0.01
0.0038
0.080
2.0
zero
PAGE 15
JIVMAN BEALm
PUBllC
SAL'IWATER WATER. AIL 01HER
ACUTE' CHRONIC' SUPPllES' SURFACE WATBRSs
uc/I ..n ..n uc/I
0.01
0.053 0.0036 0.0021 0.0021
0.16 0.01 7 2S
2.1
2.0
o.cw ~ G,.3.U 2&-
300..
6,900 490.000
zero
8.5 15
0.1
SO..
0.025 G.I44 0.14 Q.W6 W
0.03 40
zero
J-1.273[1D(bardDeu-))-4.70S) 220
0.1
0.012
0.03
zero
.(0.846O[1D(hazWImo-))+3.3612) J-0.846O{~.)) + 1.164S)
NiInrc (M N)
Niltobc:nzc:De
J>.ndUoa
0.065
PCJl..1242 c:
PCJl..12S4 c:
PCJl..1221 c:
PCJl..1232 c:
PCJl..1248 c:
~!"~
PCJl..I016 c:
PCIIIachIoropbcaol c:
J-l.00S(pH)-4.83O)
pH
See VR683-21"()1.5
Pbcaol
Pboopbo"", (Elcmeatal)
0.013
0.014
0.014
0.014
0.014
0.014
0.014
0.014
.(1.00S(pH)-5.290)
j;
680
21.000
75
8.3
~610
~ 4.600
10.000
11
1,900
0.030 0.00044
0.030 0.00044
0.030 0.00044
0.030 0.00044
0.030 0.00044
0.030 0.00044
0.030 0.00044
13 7.9 2.8
21.000
0.10
0.00045
0.00045
0.00045
0.00045
0.00045
0.00045
0.00045
82
4,600,000
STA'IE WATER. CON'l'ROLJIOARD PAGB 16
~21-OOWA1BR QUAUIY STANDARDS
TEXT OF RBGUIAnONS
AQUA'DC UPE BtlMAN HEALTH
PUBUC
FlUlSHWA'lER. SAL1WA'lER. WATER. AIL 01HER
ACUTE' CHRONIC" ACU'I'E' CHRONIC" SUPPI.JES" SURFACE WATERS'
SUBSTANCE~ .,n ucII acn UCn .,n acn
Pyra.c 960 11.000
~ See VR68O-21-o1.12
s-ium~ 20 5.0 300 71 ~!1Q ~ 11.000
Silver ~ J.l.72(~]..(i.52) 2.3
SuIfaIc 250.000"
TCIIIpCI1lIUre See VR680-21-01.5
TclDchIoroeIhylalc a.u gQ ~3.5OO
ToIucme 6.800 200.000
TOCllI diuoIvuIlOlicIa 500.000..
TODpbcuc · e 0.73 0.0002 0.21 0.0002 0.0073 0.0075
1.2.4 TricbJorobeozeae 260 950
Trich1oroccb.ylalc c 27 ao+ lli!.-
2.4.6- Tric:bJoropbeDol e 21 6S
2-<2.4.5- Trich1oropbc:Doxy) SO
propioGic: acid (SiIvcx)
TributylliD tIt '~IQ 11 Q1 11 !mL 0.001
ViDyl Chloride c 20 ~5.300
Ziac~ J.0.8473~'")]+0.8604) J.0.8473~*)]+0.7614) 9S 86 5.000"
I -= UBlI&& "'lliit1l8Uy list.lIl11ls.... all All metals sball be measured as dissolved. Allaauatic life standards for metals lIDDly to the biolo2icallyavailable
form of the metal. Metals measured as dissolved shall be considered to be biolo2ica1ly available. or. because local receivin2 water characteristics may
otherwise affect the biol02ical availability of the metal. the biolostically availableeauivaleat measurement of the metal can be further det"med by
determinin2 a W~ Effect Ratio ewER) and multiolyin2the numerical value shown in VR680-21-01.14.B by the WER. Refer to VR680-2I-OI.14.F.
1 -= ODe hour average concentration not to be exceeded more than once every three years on the aVer&2e.
, -= Four day average concentration not to be exceeded more than once every three years on the aVer&2e.
· = Unless otherwise noted. tha;e standards have been calculated to protect human health from toxic effects through drinking water and t"lSh consumption.
, = Unless otherwise noted, tha;e standards have been calculated to protect human health from toxic effects through t"lSh consumption.
, = Chronic aquatic life values have been calculated to protect wildlife from harmful effects through ingestion of contaminated tissue. However, the
standard will also protect aquatic life from toxic effects.
1 = Chronic aquatic life standard applies to methyl mercury. This standarJ will Drotect the marketability of natural resources. e.2. fish and shellfish.
· = See VR680-2 1-07 for additional standards or effluent limits which are site sPecific.
STA'IE WATER CONTROL BOARD
. VR68O-2.1-OOWATER. QUAUIY STANDARDS
'IEXT OF REGUlA110NS
PAGE 17
· - Hardnca.,. calcium carboDlltc mgIL eaco,. The minimum hardness allowed for use in this equation shall DOt be less than 2S mgIL. as calcium
carbouIc, evco if the lICbIlI1 ambicot ~ is leu than 2S mgIL.. calcium carboDarc. The maximum hardDca value for use in this equation shall not
c.x&CCd .wo mgIL as calcium carboDlltc. evco if the ac:tuaI ambient hardDca is greater than .wo mgIL .. calcium cuboDlltc.
.. = To maiDtaiD acecptable taste, odor or ~ic quality of driDkiDg watcc.
c = Known or suspcctcd c:arcmogco, hUllWl health IUDdards are for a rille level of Ut'.
j;
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEST OF REGULATIONS
~}R(99 21 91.11.B CeftEift~ea....
TABLE 1."
A. Acute Ammonia Standard for Freshwater: Coldwater Habitats;
Trout or Other Sensitive Coldwater Species Present
Total Ammonia (mg/liter) ....
pH
6.50
o C
5 C
35
33
6.75
32
30
7.00
28
26
7.25
23
22
7.50
17.4
16.3
7.75
12.2
11.4
8.00
8.0
7.5
8.25
4.5
4.2
8.50
2.6
2.4
8.75
1.47
1.40
9.00
0.86
0.83
Temperature (0 C)
10 C
15 C
31
30
28
27
25
24
20
19.7
15.5
14.9
10.9
10.5
7.1
6.9
4.1
4.0
2.3
2.3
1.37
1.38
0.83
0.86
j;
20 C
29
27
23
19.2
14.6
10.3
6.8
3.9
2.3
1.42
0.91
25 C
20
18.6
16.4
13.4
10.2
7.2
4.8
2.8
1.71
1.07
0.72
PAGE 18
30 C
14.3'
13.2
1.1.6
9.5
7.3
5.2
3.5
2.1.
1.28
0.83
0.58
. STATE WATER CONTROL BOARD
'VR680.!21-00 WATER QUALITY STANDARDS
TEST 'OF REGULATIONS
PAGE 19
B. Acute Ammonia Standard for Freshwater: Warm Water Habitats;
Trout or Other Sensitive Coldwater Species Absent
Total Ammonia (mg/liter) ....
Temperature (0 C)
pH 0 C 5 C 10 C 15 C 20 C 25 C JO C
6.50 35 33 31 30 29 29 20
6.75 32 30 28 27 27 26 18.6
7.r.0 28 26 25 24 23 23 16.4
7.25 23 22 20 19.7 19.2 19.0 13.5
7.50 17.4 16.3 15.5 14.9 14.6 14.5 10.3
7.75 12.2 11.4 10.9 10.5 10.3 10.2 7.3
8.0') 8.0 7.5 7.1 6.9 6.8 6.8 4.9
8.25 4.5 4.2 4.1 4.0 3.9 4.0 2.9
8.50 2.6 2.4 2.3 2.3 2.3 2.4 1.81
8.75 1.47 1.40 1.37 1.38 1.42 1.52 1.18
9.00 0.86 0.83 0.83 0.86 0.91 1. 01 0.82
j;
STATE WATER CONTROL BOARD
VR680-21.-00 WATER QUALITY STANDARDS
TEST OF REGULATIONS
VR'B9 21 91.11.B CentiR~ea....
TABLE 2'"
A. Chronic Ammonia Standard for Freshwater: Coldwater Habitats;
Trout or Other Sensitive Coldwater Species Present
Total Ammonia (mg/liter) ....
pH
o C
5 C
6.50
3.02
2.82
6.75
3.02
2.82
7.00
2.82
3.02
7.25
3.02
2.82
7.50
3.02
2.82
7.75
2.80
2.60
8.00
1.80
1.71
8.25
1.03
0.97
8.50
0.58
0.55
8.75
0.34
0.32
9.00
0.20
0.19
B. Chronic Ammonia Standard for Freshwater: Warm Water Habitats;
0.15
Temperature (0 C)
10 C
15 C
2.66
2.59
2.66
2.59
2.66
2.59
2.66
2.59
2.66
2.59
2.47
2.38
1.62
1.57
0.93
0.91
0.53
0.53
0.31
0.31
0.19
0.20
Trout or Other Sensitive Coldwater Species Absent
Total Ammonia (mg/liter)....
pH
6.50
o C
5 C
3.02
2.82
6.75
3.02
2.82
7.00
3.02
2.82
7.25
2.82
3.02
7.50
3.02
2.82
7.75
2.80
2.60
8.00
1.82
1.71
8.25
1. 03
0.97
8.50
0.58
0.55
8.75
0.34
0.32
9.00
0.20
0.19
Temperature (0 C)
10 C
15 C
2.66
2.59
2.66
2.59
2.66
2.59
2.66
2.59
2.66
2.59
2.47
2.38
1.62
j;
1.57
0.93
0.91
0.53
0.53
0.31
0.31
0.19
0.20
20 C
1.79
1.79
1.79
1.79
1.79
1.66
1.10
0.64
0.38
0.23
20 C
2.53
2.53
2.53
2.53
2.53
2.35
1. 55
0.90
0.53
0.32
0.21
25 C
1.26
1.26
1.26
1.26
1.26
1.17
0.78
0.46
0.27
0.1.7
0.12
25 C
1. 78
1. 78
1. 78
1. 78
1. 78
1.65
1.10
0.65
0.39
0.24
0.16
PAGE 20
30 C
0.90
0.90
0.90
0.90
0.90
0.84
0.56 .
0.34
0.21
0.1.3
0.09
30 C
1.27
1.27
1.27
1.27
1.27
1.18
0.79
0.47
0.29
0.19
0.13
STATE WATER CONTROL BOARD
'VR680-21-00 WATER QUALITY STANDARDS
TEST OF REGULATIONS
"AR~Be 21 Q1.1f.B COBtiRuea....
Acute Ammonia Standard for Saltwater
pH
o C
5 C
7.0
270
191.
7.2
175
121
7.4
110
77
7.6
69
48
7.8
44
31.
8.0
27
19
8.2
18
12
8.4
11.
7.9
8.6
7.3
5.0
8.8
4.6
3.3
9.0
2.9
2.1.
Acute Ammonia Standard for Saltwater
Total Ammonia (mg/L)....
Temperature (0 C)
pH
o C
5 C
7.0
291.
200
7.2
183
125
7.4
1.1.6
79
7.6
73
50
7.8
46
31
8.0
29
20
8.2
1.9
1.3
8.4
1.2
8.1.
8.6
7.5
5.2
8.8
4.8
3.3
9.0
3.1.
2.3
TABLE 3
Total Ammonia (mg/L) ....
10 C
1.31.
33
21.
1.3
10 C
137
87
54
35
23
1.4
83
52
8.5
5.4
3.5
2.3
1..5
8.9
5.6
3.7
2.5
1..6
Temperature (0 C)
1.5 C
20 C
Salinity" 1.0 g/kg
92
62
58
40
35
25
23
1.6
15
1.0
9.4
6.4
5.8
4.2
3.7
2.7
2.5
1..8
1..7
:'.2
1..1.
0.85
15 C
20 C
Salinity
20 g/kg
96
64
60
42
37
27
23
17
15
11
9.8
6.7
6 ~2
4.0
4.4
2.9
2.7
1..9
1..7
1..3
1..2
0.87
25 C
44
27
1.7
1.1.
7.1.
4.6
2.9
1..9
1..3
0.92
0.67
25 C
44
29
1.8
11.
7.5
4.8
3.1.
2.0
1..4
0.94
0.69
30 C
29
1.9
1.2
7.7
5.0
3.1.
2.1.
1..4
0.98
0.71
0.52
30 C
31
20
1.2
7.9
5.2
3.3
2.1.
1..5
1..0
0.73
0.54
PAGE 21.
35 C
21
1.3
8.3
5.6
3.5
2.3
1..5
1..0
0.75
0.56
0.44
35 C
21.
1.4
8.7
5.6
3.5
2.3
1..6
1..1
0.77
0.56
0.44
STATE WATER CONTROL BOARD PAGE 22
VRG80-21-00 WATER QOALXTY STANDARDS
TEST OF REGULATIONS
Tmf: e e 21 91.11.B CeR~iBuea....
T1\BLE 3 Ccm.tiB:\ied
Acute Ammonia Standard for Saltwater
Total Ammonia (mg/L) ....
Temperature (0 C)
pH 0 C 5 C 10 C 15 C 20 C 25 C 30 C 35 C
Salinity = 30 g/kg
7.0 312 208 148 102 71 48 33 23
7.2 196 135 94 64 44 31 21 J.5
7.4 125 85 58 40 27 19 13 9.4
7.6 79 54 37 25 2J. J.2 8.5 6.0
7.8 50 33 23 J.6 n 7.9 5.4 3.7
8.0 31 21 15 10 7.3 5.0 3.5 2.5
8.2 20 J.4 9.6 6.7 4.6 3.3 2.3 3..7
8.4 1.2.7 8.7 6.0 4.2 2.9 2.J. 3..6 3..1
8.6 8.J. 5.6 4.0 2.7 2.0 1.4 3..1 0.8J.
8.8 5.2 3.5 2.5 3..8 3..3 3..0 0.75 0.58
9.0 3.3 2.3 3..7 3..2 0.94 0.71 0.56 0.46
wceo 2J. Q3..11.D Continued. . . .
TABLE 4
Chronic Ammonia Standard for Saltwater
Total Ammonia (mg/L) ....
Temperature (0 C)
pH 0 C 5 C 10 C 1.5 C 20 C
Salinity J.O g/kg
7.0 41 29 20 14 9.4
7.2 26 18 12 8.7 5.9
7.4 1.7 J.2 7.8 5.3 3.7
7.6 10 7.2 5.0 3.4 2.4
7.8 6.6 4.7 3.J. 2.2 3..5
8.0 2.0 j; 0.97
4.1 2.9 3..4
8.2 2.7 3..8 3..3 0.87 0.62
8.4 3..7 3..2 0.81 0.56 0.41
8.6 1.1 0.75 0.53 0.37 0.27
25 C
30 C
35 C
6.6 4.4 3.1
4.1 2.8 2.0
2.6 3..8 3..2
3..7 3..2 0.84
3..1 0.75 0.53
0.69 0.47 0.34
0.44 0.31. 0.23
0.29 0.21 0.16
0.20 0.15 0.11
. STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEST OF REGULATIONS
PAGE 23
8.S
0.69
0.50
0.34
0.25
O.lS
0.14
0.11
O.OS
9.0
0.44
0.31
0.23
0.17
0.13
0.10
0.08
0.07
TlllBLE { Ccm.timiea
Chronic Ammonia Standard for Saltwater
Total Ammonia (mg/L) ....
Temperature (0 C)
pH 0 C 5 C 10 C 15 C 20 C 25 C 30 C 35 C
Salini ty 20 g/kg
7.0 44 30 21 14. 9.7 6.6 4.7 3.1
7.2 27 19 13 9.0 6.2 4.4 3.0 2.1
7.4 lS 12 S.l 5.6 4.1 2.7 1.9 1.3
7.6 11 7.5 5.3 3.4 2.5 1.7 1.2 0.S4
7.S 6.9 4.7 3.4 2.3 1.6 1.1 0.78 0.53
8.0 4.4 3.0 2.1 1.5 1.0 0.72 0.50 0.34
S.2 2.S 1.9 1.3 0.94 0.66 0.47 0.31 0.24
S.4 1.S 1.2 0.S4 0.59 0.44 0.30 0.22 0.16
8.6 1.1 0.78 0.56 0.41 0.2S 0.20 v.15 0.12
8.S 0.72 0.50 0.37 0.26 0.19 0.14 0.11 O.OS
9.0 0.47 0.34 0.24 0.18 0.13 0.10 0.08 0.07
j;
STATE WATER CONTROL BOARD PAGE 24
VR680-21.-00 WATER QUALITY STANDARDS
TEST OF REGULATIONS
"m~Be 21 Sl.11.B Coatiaaea....
TABLE 1 Ceatiaucd
Chronic Ammonia Standard for Saltwater
'Total Ammonia (mg /L) ....
Temperature (0 C)
pH 0 C 5 C 10 C 15 C 20 C 25 C 30 C 35 C
Salinity 30 g/kg
7.0 47 31 22 15 11 7.2 5.0 3.4
7.2 29 20 14 9.7 6.6 4.7 3.1 2.2
7.4 19 13 8.7 5.9 4.1 2.9 2.0 1.4
7.6 12 8.1 5.6 3.7 3.1 1.8 1.3 0.90
7.8 7.5 5.0 3.4 2.4 1.7 1.2 0.81 0.56
8.0 4.7 3.1. 2.2 1.6 1.1 0.75 0.53 0.37
8.2 3.0 2.1 1.4 1.0 0.69 0.50 0.34 0.25
8.4 1.9 1.3 0.90 0.62 0.44 0.31 0.23 0.17
8.6 1.2 0.84 0.59 0.41 0.30 0.22 0.16 0.12
8.8 0.78 0.53 0.37 0.27 0.20 0.15 0.11 0.09
9.0 0.50 0.34 0.26 0.19 0.14 0.11 0.08 0.07
***
To calculate total ammonia values at different pH's and temperature values than listed in
the tables 1 and 2 use the following formulas:
Formulas Used in The Calculation of Acute
Criteria Values for Ammonia in Freshwater
The one hour average concentration of ammonia (in mg/L as un-ionized NH3) can be calculated by
using the following formulas.
0.52/FT/FPH/2
acute criteria concentration
.....'........._~ .
..-........- --.
FT = final temperature
= 100.03 (20-TC:AP1 i TCAP < T < 300C
100.03(20-T) i 0 < T < TCAP
TCAP = 200Ci When trout and other sensitive coldwater species are present
j;
= 250Ci When trout and other sensitive coldwater species are absent.
FPH = final pH
1. ; 8.0 < pH < 9.0
( 1. + 1. 07 " 4 -pH) / 1. 25 ; 6. 5 < pH < 8 _ 0
~TATE WATER CONTROL BOARD
~680-21-00 WATER QUALITY STANDARDS
TEST OF REGULATIONS
PAGE 25
Conversions from un-ionized to total ammonia should be performed using the following formulas;
Total armnonia criteria = calculated un-ionized ammonia criteria divided by fraction of un-ionized
ammonia
Where:
Fraction of un-ionized armnonia = 1/(10~-~ + 1)
pKa = 0.09018 + (2729.92/(273.2 + temperature 0 C)).
Formulas Used In The Calculation of Chronic
Criteria Values for Ammonia In Freshwater
The 4-day average concentration of anunonia (in mg/L as un-ionized NH3) can be calculated by using
the following formulas.
0.80/FT/FPH/RATIO = chronic criteria concentration
where;
FT final temperature
100.03 (20-TCAP) TCAP< T < 300 C
100.03(20-T); 0 < T < TCAP
TCAP = 150C; When trout and other cold water species are present.
"JR&88 21 81.11.B Centiauea
200C ; When trout and other sensitive coldwater species are absent.
FPH = final pH
1 ; 8.0 < pH < 9.0
(1 + 10'.4 - PH) / 1.25 ; 6.5 < pH < 8.0
RATIO
13.5 ; 7.7 < pH < 9
20.25 x (10'.'-pH) / (1 + 10'.4-PH) ; 6.5 < pH < 7.7
Conversion from un-ionized to total ammonia should be performed using the following formulas;
Total armnonia criteria = calculated un-ionized ammonia criteria divided by fraction of un-ionized
ammonia .
Where:
Fraction of un-ionized armnonia = 1/ (10pka - pH + 1)
Where pka = 0.09018 + (2729.92/(273.2 + temBerature OC)}.
****
To convert these values to mgjLiter N, multiply by 0.822.
..
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 26
c. Application of Freshwater and Saltwater Numerical Standards
The numerical water quality standards listed in VR680-21-01.14.B
(excluding dissolved oxygen, pH, temperature and chlorine) shall
be applied according to the following classes of waters (see
VR680-21-01.5), and boundary designations:
CLASS OF WATERS
I, and II (Estuarine Waters)
NUMERICAL STANDARD
Saltwater standards apply
II (Transition Zone)
More stringent of either
the freshwater or
saltwater standards apply
II (Tidal Freshwater), III,
IV, V and VI
Freshwater standards apply
The following describes the boundary designations for Class II,
(estuarine, transition zone and tidal freshwater waters) by
river basin:
1. Rappahannock Basin
Tidal freshwater is from the fall line of the Rappahannock
River to Buoy 37 near Tappahannock, Virginia, including all
tidal tributaries that enter the tidal freshwater
Rappahannock River.
Transition Zone is from Buoy 37 to Buoy 11 near Morattico,
Virginia, including all tidal tributaries that enter the
transition zone of the Rappahannock River.
Estuarine waters are from Buoy 11 to the mouth of the
Rappahannock River (Buoy 6), including all tidal tributaries
that enter the estuarine waters of the Rappahannock River.
2 . York Basin
Tidal freshwater is from the fall line of the Mattaponi
River to Clifton, Virginia and from the fall line of the
Pamunkey River to Sweet Hall Landing, Virginia, including
all tidal tributaries that enter the tidal freshwaters of
the Mattaponi and Pamunkey Rivers.
Transition Zone of the Mattaponi River is from Clifton,
Virginia to the York River and the transition zone of the
Pamunkey River is from Sweet Hall Landing, Virginia to the
York River. The transi~ion zone for the York River is from
West Point, Virginia to Buoy 13 near Poropotank Bay. All
tidal tributaries that enter the transition zones of the
~TATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 27
Mattaponi, Pamunkey, and York Rivers are themselves in the
transition zone.
Estuarine waters are from Buoy 13 to the mouth of the York
River (Tue Marsh Light) including all tidal tributaries that
enter the estuarine waters of the York River.
3. James Basin
Tidal Freshwater is from the fall line of the James River to
the confluence of the Chickahominy River (Buoy 70),
including all tidal tributaries that enter the tidal
freshwater James River.
Transition Zone is from Buoy 70 to Buoy 47 near Jamestown
Island including all tidal tributaries that enter the
transition zone of the James River.
Estuarine Waters are from Buoy 47 to the mouth of the James
River (Buoy 25) including all tidal tributaries that enter
the estuarine waters of the James River.
4. Potomac Basin
Tidal Freshwater includes all tidal tributaries that enter
the Potomac River from its fall line to Buoy 43 near
Quantico, Virginia.
Transition Zone includes all tidal tributaries that enter
the Potomac River from Buoy 43 to Buoy 33 near Dahlgren,
Virginia.
Estuarine Waters includes all tidal tributaries that enter
the Potomac River from Buoy 33 to the mouth of the Potomac
River (Buoy 44B) . .
5. Chesapeake Bay, Atlantic Ocean, and Small Coastal Basins
Estuarine Waters include the Atlantic Ocean tidal
tributaries, and the Chesapeake Bay and its small coastal
basins from the Virginia State line to the mouth of the Bay
(a line from Cape Henry drawn through Buoys 3 and 8 to
Fishermans Island), and its tidal tributaries, excluding the
Potomac tributaries and those tributaries listed above.
6. Chowan River Basin
Tidal freshwater includ~s the Northwest River and its tidal
tributaries from the Virginia-North Carolina State line to
the free flowing portion, the Blackwater River and its tidal
'STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 28
tributaries from the Virginia-North Carolina State line to
the end of tidal waters at approximately State Route 611 at
river mile 20.90, the Nottoway River and its tidal
tributaries from the Virginia-North Carolina State line to
the end of tidal waters at approximately Route 674, and the
North Landing River and its tidal tributaries from the
Virginia-North Carolina State line to the Great Bridge Lock.
Transition zone includes Back Bay and its tributaries in the
City of Virginia Beach to the Virginia-North Carolina State '
line.
D. Site Specific Modifications to Numerical Water Quality Standards
1. The Board .may consider site specific modifications to
numerical water quality standards in VR680-21-01.14.B where
the applicant or permittee demonstrates that the alternate
numerical water quality standards are sufficient to protect
all exioting beneficial desianated uses (see VR680-21-01.1
~nd 2) of that particular surface water segment or body.
2. Any demonstration for a site specific human health standard
shall be restricted to a reevaluation of the
bioconcentration or bioaccumulation properties of the
pollutant. The exceptions to this restriction are for site
specific standards for taste, odor. and aesthetic compounds
noted bv double asterisks in VR680-21-01.14.B and nitrates.
3. Site specific temperature requirements are found in
VR680-21-01.9.
4. Procedures for Promulgation and Review of Site Specific
Modifications to Numerical Water Quality Standards Resulting
from VR680-21-01.14.D.1 and 2.
a. Proposals describing the details of the site specific
study shall be submitted to the Board's staff for
approval prior to commencing the study.
b. Any site specific modification shall be promulgated as a
regulation in accordance with the Administrative Process
Act. All site specific modifications shall be listed in
VR680-21-07.1 (Special Standards and Reauirements).
E. Variances to Water Quality Standards
1. W~ter Body V~riance Removal of Desianated Uses
a. ]I. .later body 7ari~nce mClY be allmied A desiqnated use may
be removed where the conditions are currently limiting
attainment of a ..:~ter quality otandard the desiqnated use.
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 29
Onlv desianated uses which are not existinq uses mav be
removed. A variance to the water quality standard desiqned
to orotect that desiqnated use may be allowed on a case by
case basis where the applicant affirmatively demonstrates
that one or more of the conditions below serve as the basis
for the variance:
(1) Naturally occurring pollutant concentrations prevent
the attainment of the ~iater quality standard use; or
(2) Natural, ephemeral, intermittent or low flow
conditions or water levels prevent the attainment of
the \l'ater quality.t3tanaard use, unless these
conditions may be compensated by the discharge of
sufficient volume of effluent discharges without
violating State water conservation requirements to
enable water quality standards to be met; or
(3) Human caused conditions or sources of pollution
prevent the attainment of the ,mter quality ot~nd~rd
~ and cannot be remedied or would cause more
environmental damage to correct than to leave in
place; or
(4) Dams, diversions, or other types of hydrologic
modifications preclude the attainment of the ".ater
quality standard ~, and it is not feasible to
restore the water body to its original condition or
to operate such modification in a way that would
result in the attainment of the 'iUter quality
ot~nd~rd use; or
(5) Physical conditions related to the natural features
of the water body, such as the lack of a proper
substrate, cover, flow, depth, pools, riffles, and
the like, unrelated to water quality, preclude
attainment of the \lQ.ter qu~lity otandard for the
protection of aquatic life aauatic life protection
~.
b. The variance shall establish the modified water quality
standard as close to the underlying standard as
possible.
2. Discharger Specific Variance
a. A discharger specific variance may be allowed on a case
by case basis where "a discharger can demonstrate that
compllance with a w~ter quality based permit limit is
not presently feasible because immediate compliance
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 30
would impose a substantial and widespread economic and
social impact.
b. The variance shall establish the modified water quality
standard as .close to the underlying standard as possible
and shall establish the basis for a modified permit
limit as close as possible to the original permit limit.
The modified variance is applicable only to the
discharger.
3. Variances in VR680-21-01.14.E.1 and 2 above shall not
prevent th~ maintenance and protection of existing uses~
or exempt any discharger or activity from compliance
with other appropriate technology or water quality-based
limits or best management practices.
4. Procedures for Promulgation and Review of Variances to Water
Quality Standards Resulting from VR680-21-01.E.1 and 2.
a. Proposals describing ~he details of the variance study
shall be submitted to staff for approval prior to
commencing the study.
b. Any variance shall be promulgated as a regulation in
accordance with the Administrative Process Act. All
variances shall be listed in VR680-21-07.1 (Special
Standards and Reauirements) .
c. The 7ariance Discharqer specific variances shall be
reevaluated and either continued, modified, or revoked
as part of each subsequent Triennial Review. At the
time of Triennial Review the permittee shall make a
showing that the conditions for granting the discharqer
specific variance still apply. Notwithstanding the
above, any approved discharqer specific variances shall
terminate within three years of their promulgation.
5.
None of the variances in VR680-21-01.14.E shall apply to ~
halogen b~n oection of the chlorine policy
(VReSO 21 01.11.D.S), and to temperature (VR680-21-01.5) if
superseded by 316 (a) requirements. No \l\'ater body i,..arianceo
variances to water aualitv standards from removal of
desiqnated uses (VR680-021-01.14.E.1) shall apply to the
standards that are designed to protect human health from
carcinogenic and non-carcinogenic toxic effects
(VR680-21-01.14.B) with the exception of the metals. and the
taste. odor. and aesthetic compounds noted bv double
asterisks and nitrates. listed in VR680-21-01.14.B.
Discharger specific variances (VR680-21-01.14.E.2) to
standards designed to protect human health from carcinogenic
and non-carcinogenic effects shall be limited to an order of
magnitude increase in exposure concentration.
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 31
F. Water Effect Ratio
h Description
a. A Water Effects Ratio (WER) " shall be determined bv
measurinq the effect of receivinq water (as it is or will be
affected bv any discharqes) on the bioavailabilitv or
toxicity of a metal bv usinq standard test orqanisms and a
metal salt to conduct toxicity tests simultaneously in
receivinq water and laboratory water. The ratio of
toxicities of the metal(s) in the two waters is the WER
(toxicitv in receivinq water divided bv toxicity in
laboratory water = WER).' Once an acceptable WER for a metal
is established. the numerical value for the metal in VR680-
21-01.14.B is multiplied"bv the WER to produce an instream
concentration that will protect desiqnated uses. This
instream concentration shall be utilized in permittinq
decisions.
b. The WER shall be assianed a value of 1.0 unless the
applicant or permittee demonstrates to the Board's
satisfaction in a permit oroceedinq that another value is
appropriate. or unless available data allow the Board to
compute a WER for the receivinq waters. The applicant or
permittee is responsible for proposinq and conductinq the
study to develop a WER. An appropriate study will reauire
multiple testinq over several seasons. The applicant or
permittee shall obtain the Board's approval of the study
protocol prior to beqinninq any study.
c. The Permit Requlation at VR680-14-01.2.6.C requires that
permit limits for metals be expressed as total recoverable
measurements. To that end. the study used to establish the
WER may be based on total recoverable measurements of the
metal(s) .
2. WER is a Site Specific Standard
The Environmental Protection Aqencv views the WER in anv
particular case as a site specific standard. Nonetheless. the
WER is established in a permit proceedinq. and applies only to
the applicant or permittee in that proceedinq. The Board's
action to approve or disapprove a WER thus is a case decision.
not an amendment to the present requlation. The decision to
approve or disapprove a WER shall be subiect to the public
participation requirements of the Permit Requlation. VR680-14-
01.
j;
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 32
~ Exclusions
A WER shall not be used for the freshwater and saltwater chronic
mercury standard or the freshwater acute and chronic selenium
standards.
VR680-21-01.15
Eurface Water i:taBdards for tae I'rotection of Human
Health Dioxin Surface Water Oualitv Standard
A. Dioxin (2.3. 7. 8-tetrachlorodibenzo-o-dioxin)
For the prote~tion of human health from the toxic properties
of dioxin ingested thr9u9h water and contaminated aquatic
organisms, the ambient concentration of all surface waters
shall not exceed 1.2 parts per quadrillion (ppq) based upon
a risk level of 10-5 and a potency of 1.75 x 104
(mg/kg-day) -1.
B. The applicability of the standard in calculating an average
effluent limit is based on a mean annual stream flow.
C. Variances to Water Quality Standards in Section
VR680-21-01.15.A.
The Board may consider site-specific modifications to the
numerical standard in Section VR680-21-01.1S.A where the
applicant demonstrates that the alternative numerical water
quality standard is sufficient to protect human health. Any
demonstration provided to the Board for review shall utilize
the previously referenced risk level and potency as its
basis.
VR680-21-02 STANDARDS WITH MORE SPECIFIC APPLICATION
VR680-21-02.1 Fecal Coliform Bacteria - Shellfish Waters
In all open ocean or estuarine waters capable of propagating
shellfish or in specific areas where public or leased private
shellfish beds are present, and including those waters on which
condemnation or restriction classifications are established by
the State Department of Health, the following standard for fecal
cclifc~ bacteria shall apply:
The median fecal coliform value for a sampling station shall not
exceed an MPN (most probable number) of 14 per 100 milliliters.
Not more than 10% of samples shall exceed an MPN of 43 for a
5-tube, 3-dilution test or 49 for a 3-tube, 3-dilution test.
'"
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 33
VR680-21-02.2 Fecal Coliform Bacteria - Other Waters
A. General Requirements
In all surface waters, except shellfish waters and certain
waters addressed in B. ~elow, the fecal coliform bacteria
shall not exceed a geometric mean of 200 fecal coliform
bacteria per 100 ml of water for two or more samples over a
30-day period, or a fecal coliform bacteria level of 1000
per 100 ml ~t any time in more than 10% of samoles.
B. Disinfection Policy
In waters that receive sewage discharges, all the
rcaoonable, beneficial, ae~oonal desiqnated uses in these
waters shall be protected. The Board's Disinfection Policy
applies to these waters.
1. Sewage Discharges in Relation to Water Supply Intakes
Discharges located within fifteen miles upstream or one
tidal cycle downstream of a water supply intake shall be
disinfected in order to achieve a fecal coliform
geometric mean value in the effluent equal to or less
than 200 per 100 milliliters.
2. Sewage Discharges into Shellfish Waters
When sewage discharges are permitted to or within five
miles upstream of shellfish waters, they shall be
disinfected in order to achieve a fecal coliform
geometric mean value in the effluent equal to or less
than 200 per 100 milliliters.
3. Sewage Discharges into Other Waters
Sewage discharges into other waters shall be adequately
treated and disinfected as necessary to protect all the
rea130nable beneficial sca130nal desianated uses in these
waters. Generally, these discharges shall achieve a
fecal coliform geometric mean value in the effluent
equal to or less than 200 per 100 milliliters. However,
the Board, with the advice of the State Department of
Health, may determine that reduced or no disinfection of
a discharge is appropriate on a seasonal or year-round
basis. In making such a determination, the Board shall
consider the ~ctual and potential beneficial desiqnated
uses of these water5 and the seasonal nature of those
uses. Such determinations will be made during the
process of approving, issuing, or reissuing the
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 34
discharge permit and shall be in conformance with a
Board approved site specific beneficial use-
attainability analysis performed by the permittee. When
making a case-by-case determination concerning the
appropriate level of disinfection for sewage discharges
into these waters, the Board shall provide a 45-day
public notice period and opportunity for a public
hearing. "
VR680-21-02.3 Deleted
VR680-21-03 Deleted
VR680-21-04 GROUNDWATER STANDARDS
VR680-21-04.1 General Requirements
Except where otherwise specified, groundwater quality standards
shall apply statewide and shall apply to all groundwater
occurring at and below the uppermost seasonal limits of the
water table. In order to prevent the entry of pollutants into
groundwater occurring in any aquifer, a soil zone or alternate
protective measure or device sufficient to preserve and protect
present and anticipated uses of groundwater shall be maintained
at all times. Zones for mixing wastes with groundwater may be
allowed, upon request, but shall be determined on a case-by-case
basis and shall be kept as small as possible. It is recognized
that natural groundwater quality varies from area to area.
Virginia is divided into four Physiographic Provinces, namely
the Coastal Plain, Piedmont and Blue Ridge, Valley and Ridge,
and CUmberland Plateau. See Figure 1. Accordingly, the Board
has established certain groundwater standards specific to each
individual Physiographic Province.
VR680-21-04.2 Anti-degradation Policy for Groundwater
If the concentration of any constituent in groundwater is less
than the limit set forth by groundwater standards, the natural
quality for the constituent shall be maintained; natural quality
shall also be maintained for all constituents, including
temperature, not set forth in groundwater standards. If the
concentration of any constituent in groundwater exceeds the
limit in the standard for that constituent, no addition of that
constituent to the naturally occurring concentration shall be
made. Variance to this policy shall not be made unless it has
been affirmatively demonstrated that a change is justifiable to
provide necessary economic or social development, that the
degree of waste treatment necessary to preserve the existing
quality cannot be economically or socially justified, and that
the present and anticipated uses of such water will be preserved
and protected.
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALiTY. STANDARDS
TEXT OF REGULATiON"
.... - ...............
(J)
0
a:
<(
0
Z
<(
f- (J)
(J) W
>- ()
f- Z
- -
-I >
<( 0
::> a:
0 a..
a: 0
-
w :r:
f- a..
<( <(
s: a:
0 <=)
Z 0
::> - G
(J) CI
0 >- -a'
-
a: :I: a: ::1
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- -
en CI CIS
-a -a . a:
-
c c a: '"C
- .,
CIS -a c
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0 cq ..
<<i CJ
- E >- ~
... 4D E
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0 G <<i ::1
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FIGURE 1 ~~"
PAGE 35
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 36
VR680-21-04.3 Groundwater Standards Applicable Statewide
CONSTITUENT
Sodium
Foaming Agents as methylene blue
active substances
Petroleum hydrocarbons
Arsenic
Barium
Cadmium
Chromium
Copper
Cyanide
Lead
Mercury
Phenols
Selenium
Silver
Zinc
CONCENTRATION
270 mg/l
0.05
1
0.05
1.0
0.0004
0.05
1.0
0.005
0.05
0.00005
0.001
0.01
None
0.05
Chlorinated Hydrocarbon Insecticides
Aldrin/Dieldrin
Chlordane
DDT
Endrin
Heptachlor
Heptachlor Epoxide
Kepone
Lindane
Methoxychlor
Mirex
Toxaphene
Chlorophenoxy Herbicides
2,4-D
Silvex
Radioactivity
Total Radium (Ra-226 & Ra-228)
Radium 226
Gross Beta Activity*
Gross Alpha Activity
(excluding Radon & Uranium)
Tritium
Strontium-90
Manmade Radioactivity - Total
Pci/l = picocurie per liter j;
0.003
0.01
0.001
0.004
0.001
0.001
None
0.01
0.03
None
None
0.1
0.01
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
ug/l
ug/l
ug/l
ug/l
ug/l"
ug/l
ug/l
ug/l
mg/l
mg/l
5 pCi/1
3 pCi/1
50 pCi/1
15 pCi/1
20,000 pCi/l
8 pci/1
Dose Equiv.** 4 mrem/yr
mrem/yr = millirems per year
*The gross beta value shall be used as a screening value only. If
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 37
exceeded the water must be analyzed to determine the presence and
quantity of radionuclides to determine compliance with the
tritium, strontium, and manmade radioactivity standards.
**Combination of all sources should not exceed total
dose equivalent of 4 mrem/year.
VR680-21-04.4 Groundwater Standards Applicable by
Physiographic Province
CONSTITUENT CONCENTRATION
Coastal Piedmont & Valley & Cumberland
Plain Blue Ridge Ridge Plateau
pH 6.5-9 5.5-8.5 6-9 5-8.5
Ammonia
Nitrogen 0.025 mg/l 0.025 mg/l 0.025 mg/l 0.025 mg/l
Nitrite
Nitrogen 0.025 mg/l 0.025 mg/l 0.025 mg/l 0.025 mg/l
Nitrate
Nitrogen 5 mg/l 5 mg/l 5 mg/l 0.5 mg/l
VR680-21-05 WATER QUALITY CRITERIA FOR GROUNDWATER
VR680-21-05.1 General Requirements
These groundwater quality criteria apply primarily to
groundwater constituents that occur naturally. Since natural
groundwater quality can vary greatly from area to area for these
constituents, enforceable standards were not adopted. These
criteria are intended to provide guidance in preventing
groundwater pqllution. Groundwater criteria carry the same
regulatory limitation as surface water criteria: they are not
mandatory.
VR680-21-05.2 Groundwater Criteria
CONSTITUENT GROUNDWATER CRITERIA
(mg/l) BY PHYSIOGRAPHIC PROVINCE***
Coastal Piedmont & Valley & Cumberland
Plain Blue Ridge Ridge Plateau
Alkalinity 30-500 10-200 30-500 30-200
Total Diss.
Solids 1000 250 500 500
Chloride 50* 25 25 25
Sulfate 50 25 100 150
Total Organic $.
Carbon 10 10 10 10
Color units 15 15 15 15
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 38
Iron
Manganese
Sodium
Fluoride
Hardness
0.3 0.3 0.3 0.01-10
0.05 0.05 0.05 0.01-0.5
100* 25 25 100
1.4** 1.4 1.4 1.4
120 120 300 180
* It is recognized that naturally occurring concentrations
will exceed this limit in the eastern part of the Coastal
Plain, especially toward the shoreline and with increased
depth.
** Except within the cretaceous aquifer: concentration up to 5
mg/l and higher.
*** See Figure 1, for delineation of physiographic provinces.
VR680-21-06 PROCEDURAL REQUIREMENTS
VR680-21-06.1 Variance in Standards
A. The above standards notwithstanding, as a result of natural
conditions, water quality may from time to time vary from
established limits as a result of natural conditions.
B. When the maximum temperature of put and take trout waters
exceeds, solely due to natural conditions, the maximum
allowable temperature standard specified in Section
VR680-21-01.5, the Board, on a case-by-case basis, may grant
a variance to the maximum temperature standard and will use
the naturally occurring maximum temperature in setting
effluent limits in permits. The public notice for any
permit proposed to be issued or reissued by the Board will
contain reference to any proposed granting of such a
variance.
C. Variances under Section 3.1C(~) 316(a) of the Clean Water
Act and under B. above are site-specific case decisions that
do not require a standards amendment.
VR680-21-06.2 Modification, Amendment, and Cancellation of Standards
Under the authority of Section 62.1-44.15(3) (b) of the State
Water Control Law, the Board reserves the right at any time to
modify, amend, or cancel any of the rules, policies, or
standards set forth herein. Such modification, amendment, or
cancellation shall be consistent with requirements of Section303
of the Clean Water Act, as amended, and regulations promulgated
thereunder.
~
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 39
VR680-21-06.3 Shellfish Buffer Zones - Public Hearing
Before acting on any proposal for a project that, while not
contravening established numeric standards for shellfish waters,
would result in condemnation by the State Health Department of
shellfish beds, the Board shall convene a public hearing to
determine the socio-economic effect of the proposal. Such
proposals include discharge of treated waste or proposals to
otherwise alter the biological, chemical or physical properties
of State waters. If the Marine Resources Commission or the
Virginia Institute of Marine Science certify that the project
would have no effect on the shellfish use now and in the
foreseeable future, the Board may dispense with such hearing.
When the Board finds that the proposed project will result in
shellfish bed condemnation and if the condemnation will violate
the general standard, it shall disapprove the proposal.
VR680-21-06.4 Analytical Procedures
Analytical testing should be done in accordance with accepted
procedures in 40 CFR 136, as amended or other Board/EPA
recognized and approved methods.
VR680-21-06.5 Tidal Water Sampling
Samples for determining compliance with standards established
for estuarine or open ocean waters shall be collected at slack
before flood tide or slack before ebb tide.
VR680-21-06.6 Classification of Tributary Streams
Any tributary stream which is not named in a specific section
description, or otherwise, shall carry the same classification
and standards of quality assigned to the stream or section to
which it is tributary, except in the case of trout streams.
Streams classified as trout waters are specifically named.
j;
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 40
VR680-21-07 SPECIAL STANDARDS AND DESIGNATIONS
VR680-21-07.1 Special Standards and Requirements
The special standards are shown in small letters to correspond
to lettering in the basin tables. The special standards are as
follows:
a. Shellfish Waters
In all open ocean or estuarine waters capable of propagating
shellfish or 1n specific areas where public or leased
private shellfish beds' are present, including those waters
on which condemnation or restriction classifications are
established by the State Department of Health, the following
standard for fecal coliform bacteria will apply:
The median fecal coliform value for a sampling station shall
not exceed an MPN of 14 per 100 ml of sample and not more
than 10% of samples shall exceed 43 for as-tube, 3-dilution
test or 49 for a 3-tube, 3-dilution test.
The shellfish area is not to be so contaminated by
radionuclides, pesticides, herbicides, or fecal material
that the consumption of shellfish might be hazardous.
b. rotomac Emba}~ent Dtand~rdo
The otandardo of ~ality, baeed on a one month a~erage, for
all se~:age treatment 13lant effluents diocharging into
rotoffiac River effiha}~ents in Virginia from Joneo roint
(Hunting Creek) to the Route 301 Bridge, and for expanoiono
of eJcieting plante diocharging into the non tidal
tributarieo of thece effibai~ento, are.
NOTEC
~ Biochemical OJ~gen
demand
Not greater tban
3 ppm
~
~- - UnOJcidized nitrogen
Not greater than
1.0 ppm during the
periodo April 1
October 31
B,€
~ Tot~l phoophoruo
Not greater th~n
0.2 pplll
B
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 41
~ Total nitrogen
(\lhen technolog".1
io av~ilable)
Not greater th~n
1 ppm
B
D~ckground noteD
A. This DaDs otandara is a factor of three lecD stringent than
that being preoently proauced at the Lake Tahoe plant 'Jhich
io apprOJdmately 1 ppm of DaDs.....
B-.- A DODs of 3 ppm and 1 ppHI of unOJcidized nitrogen '.dll reoul t
in ~ DaD of approximately 10 ppm.
€-.- To achieve thio level of unOJddized nitrogen, nitrification
c~n be accompliohed hy limiting the DODs load on aeration
unito to 25 poundo per 1000 cubic feet or leso and deoigning
the aeratioR unito to R\~JCimize the "plug flmi" principle.
B-:- Thio phoophoruo 13tandard io a factor of t~m leoo otringent
th~n th~t being preoently produced at the L~ke Tahoe pl~nt
~hich io 0.1 ppHl or les13 of r. .
B-.- For the time being the requirement for total nitrogen
remo~;;::l,l i13 ..l~i ved. I1m.ever, 0.11 pl~nto \lill h~ve to h~ve
facilitieo to meet thio otandard ~o ooon as practical after
~ technically fe~oible proceoo .lith year round reliability
io developed and available.
Policy for the Potomac Embayments
At its meetino on Seotember 19. 1994. the Board adooted a
oolicy (VR 680- - ) to control ooint source discharqes of
conventional oollutants into the Virqinia embayment waters
of the Potomac River. and their tributaries. from the fall
line at Chain Bridqe in Arlinqton County to the Route 301
Bridqe in Kinq Georqe County. The oolicy sets effluent
limits for BODs. total suspended solids. ohosohorus. and
ammonia. to orotect the water auality of these hiqh orofile
waterbodies.
c. Cancelled.
d. Aquia Creek
No proposal resulting in the discharge of treated wastes to
Aquia Creek will be approved unless the following is
provided.
i\
1. At least 100 days' storage to allow complete elimination
of discharges during the low-flow summer months, or
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 42
2. Other trea~ment, based on sound engineering concepts
(preferably with experimental data to show their
feasibility), be provided for nutrient removal prior to
discharge.
e. Cancelled.
f. rotoffiac Enforcement Conference
Recommendation 1 Cancelled.
Daoed on the eJCi13ting point13 of diocharge, \J'aste treatment
f~cilitieo no'.: dioch~rging to the I'otomac River bet..ieen
river mile IDe and river mile 91 (the 15 mile otretca of the
river from Chain Bridge downstream to the vicinity of IIog
Ioland) Ghall he improved to achieve removal of DODs, tot~l
phoophoruo, and total nitrogen DO as to limit loadin~c aD
followo.
Fl\CILITY LBE/DAY
BOOs TOTAL I' TOTAL n
Arlington 1,300 eo 650
Alex~ndria 1,300 CO e30
FairfaJc Weetgate 900 40 H.5
Additional loading and additional pointo of dioc::harge \..ill
be ~cccptable only if the resultant \iater quality will he
equal to, or better than, that \lhica reoult13 from adherence
to the abo-.re load limi to ~t the eJdoting pointo of
diocharge.
The follO".:ing treatment plante ohall pro"..ide ge~ DODs
remo7al, 96~ pho13phorue removal, and 8S~ total nitrogen
remo7al, DO long aD they diachar~e their effluento to
tributarieo or eHlba}"mento of the rotoffiac River. "FairfaJc
County Dogue Creek, Little IIuntin~ Creek, and
Accotink I'ohicJe (Lo\ler I'otomac) treatment planto, and Fort
Belvoir.
NOTE. In accordance \dth Board action in l1inute 13 from ito
mceting on Ceptember 20 21, 1971, diochargcs ..lhich lie
.lithin boundaries of the I'otomac Enforcement Conference
(Little Fallo to IIallo\J'ing I'oint) and of the I'otomac
Embayment Ctandardo (IIunting Creek Jones I'oint to the Route
301 Dridge) H'lU13t comply ....ith the more reotricti '.-e pro".rioiono
of the tr.:o.
'"
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 43
g. Occoquan Watershed Policy
At its meeting on July 26, 1971, (Minute 10) the Board
adopted a comprehensive pollution abatement and water
quality management policy for the Occoquan watershed. The
policy set stringent treatment and discharge requirements in
order to improve and protect water quality, particularly
since the waters are an important water supply for Northern
Virginia. Following a public hearing on November 20, 1980,
the Board, at its December 10-12, 1980, meeting, adopted as
of February 1, 1981, revisions to this Policy (Minute 20).
These revisions became effective March 4, 1981. Additional
amendments were made followinq a oublic hearing on Auaust
22. 1990 and adooted bv the Board at its Seotember 24. 1990
meetinq (Minute 24) and became effective on December 5.
1990. Copies are available upon request from the Ctate
Water Control Doard Deoartment of Environmental Oualitv.
h. Cancelled.
i. Cancelled.
j. Cancelled.
k. Cancelled.
1. Cancelled.
m. The following effluent standards apply to the entire
Chickahominy Watershed above Walker's Dam:
CONSTITUENT
CONCENTRATION
1. Bio-chemical
Oxygen demand
5-day at 200
6.0 mg/l monthly average, with not more
than 5% of individuai samples to exceed
8.0 mg/l
2. Settleable Solids
Not to exceed 0.1 ml/l
3. Suspended Solids
5.0 mg/l monthly average, with not more than
5% of individual samples to exceed 7.5 mg/l
4. Ammonia Nitrogen
5. Total Phosphorus
Not to exceed 2.0 mg/l as N
Not to exceed 0.1 mg/l monthly average for
all discharges with the exception of Holly
Farms Poultry Industries, Inc. which shall
meet 0.3 mg/l monthly average and 0.5 mg/l
daily maximum.
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 44
6. Other Physical
and Chemical
Constituents
Other physical or chemical constituents not
specifically mentioned will be covered by
additional specifications as conditions
detrimental to the stream arise. The
specific mention of items 1 through 5 does
not necessarily mean that the addition of
other physical or chemical constituents will
be condoned.
n. No sewage discharges, regardless of degree of treatment,
should be allowed into the James River between Bosher and
Williams Island Dams.
o. The concentration and total amount of impurities in Tuckahoe
Creek and its tributaries of sewage origin shall be limited
to those amounts from sewage, industrial wastes, and other
wastes which are now present in the stream from natural
sources and from existing discharges in the watershed.
p. Cancelled.
q. Rappahannock River Basin
The following effluent standards (adopted in Minute 17 from
the proceedings of the Board at its meeting on September
17-18, 1972) apply to all waste discharges to the
Rappahannock River Basin above the proposed Salem Church Dam
in accordance with paragraphs a and b below:
CONSTITUENT
FINAL EFFLUENT REQUIREMENTS
(WEEKLY AVERAGE)
BOD - mg/l
COD - mg/l
Suspended solids - mg/l
MBAS - mg/l
Turbidity (Jackson Units)
Fecal Coliform Bacteria
per 100 ml sample
.Nitrogen - mg/l
Fhosphorus - mg/l
1
10
o (unmeasurable)
0.1
0.4
Less than 2
1
0.1
a. After the date of Congressional authorization for actual
construction of the dam has been given, all new
proposals shall" comply fully with the adopted standards
of the paragraph ab~ve and all existing owners shall
immediately commence the necessary planning, financing
and design to ensure that facilities are completed prior
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 45
to final completion of the construction of the dam, and
b. Any new proposals for waste discharges to the area
encompassed by the standards shall provide such
conventional treatment that in the opinion of the State
Department of Health, the staff and the Board,
satisfactory advanced waste treatment units can readily
be added when funds for construction of the Salem Church
Dam have been authorized.
r. Cancelled.
s. Chlorides not to exceed 40 mg/l at any time.
t. Cancelled.
u. Maximum temperature for the New River Basin from West
Virginia State line upstream to the Giles - Montgomery
County line:
The maximum temperature shall be 270C (810F) unless caused
by natural conditions; the maximum rise above natural
temperatures shall not exceed 2.80C (50F).
This maximum temperature limit of 810F was established in
the 1970 water quality standards amendments so that Virginia
temperature standards for the New River would be consistent
with those of West Virginia, since the stream flows into
that state.
v. The'maximum temperature of the New River and its tributaries
(except trout waters) from the Montgomery-Giles County line
upstream to the Virginia-North Carolina State line shall be
290C (840F) .
w. In Hinute 3 from ita meeting on P1arch 10 11, 1977, the Doard
authori~ed 0. vari~nce to the Ceneral Ctandard relating to
zinc for th.e length of Aoh Camp Creek and a portion of
Little Roanoke Creek from the confluence of Aoh Camp Creek
to the Route 17 hridge. Cancelled.
-y- ~ Clinch River from the confluence of Dumps Creek at river
mile 268 at Carbo downstream to river mile 255.4. The
special water quality standard for copper (measured as total
recoverable) in this section of the Clinch River is 12.4
ug/l for protection from chronic effects and 19.5 ug/l for
protection from acute effects. This site specific standard
is needed to provide pr~tection to several endangered
species of freshwater mussels.
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 46
VR680-21-07.2
Cpecial Deai~ations in Curface Watero Reserved.
The follm:ing eection recogniEec waterc uhich thc Ceneral AooeHlbly,
Board and/or other Ctate agcnciec have dcteriftined to he of special
ecological or recreational oignificance to the Ctate. Tae deoignation
of a Dcenic River ana the aignificance of thio deoignation arc the
cubject of the Ccenic Rivera Act (Cection 10 1e7 et ocq. of the Code
of Virginia) .
~ Scenic Rivero
The purpooe of the Ccenic Rivero Act io to providc for identification,
preoerv~tion, and protection of certain riverD \Jhich pOOOe13D natural
be~uty of high quality to aooure their uoe and enjo}~ent for their
occnic, recre~tion~l, geologic, fioh and .iildlife, hietoric, cultural
or other ':alueo. According to the Act "in all planning for the U13e
~nd development of .iater and related land reoourceo including the
conotruction of impoundment 0 , di ver13iono, road:~:ayo, crooDingo,
channeliz~tion, locko, c~nalo, or other uoeo \ihich change the
character of 0. otream or waterway or deotroy it13 ocenic valueD, full
conoideration and evaluation of the river aD a sccnic reoource 13h~ll
be given before alternati7e pIano for uoe and development ~re
approved" .
The follo\Jing ha7e been included by the Ceneral Aosembly in the Ocenic
Ri ':ero Cyotem.
rOTm~~c RIVER DACIN
rOTm11'..C RIVER CUBDAC IN
~
Coooe Creek from its confluence with the rotomac River
upotream to the Fauquier Loudoun County linc (about 28
miles) .
~
Catoctin Creek in Loud.oun County from its confluence \:ith
the rotomac River upotream to the TO~ffi of Waterford..
SIIEU1':.:NDOAII RIVER CUBDACIN
SR:-3-
The Chenandoah River in Clarke County from the lvarren Cl~rke
County line to Loc][ec Landing.
JN1EC RIVER DhC IN
~
The Caint Haryo River in Augucta County '.d thin the Ceorge
W~ohington National Foreot.
i:
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 47
BR-&
Riyanna.H.i....er from ita confluence uith the Jamce Ri.J'er
upotre~m to the Flu7anna Albemarle County line.
~
Appomat tOJC Ri 7er from the Route 3 C; bridge croDoing in the
City of Peteroburg upstream to the abutment dam loca.ted
about 1.3 mile13 helm: Lake Cheodin (about S mile13) .
BR-9
The James River from Orlean13 Gtreet extended in the City of
Richmond weot~iard to the 1970 corporate limite of the City.
CR 10
The Upper Jame13 River from a point two milee below Eagle
Rock to the Routc 630 bridge in Cprin~J'ood, 111/ miles.
R..'U'I":1'2Jli\mlOCK RIVER DAC IN
CR 11
The Rappa.hannock River from ito hea.miatero near Cheoter Cap
to thc confluence of Deep Run ~t the Pauquier/Ctafford
County line, 61 1/ milea.
ROAllOKE RIVER DAC IN
CR 7
Roanoke (Ctaunton) Ri \..er froffi Droo]meal upotream to Long
Ieland.
CIrOWMl 1\ND DImmr. GWMH' D~ IN
CIIOW.nN RIVER GUDBAC IN
CR 8 The Nottm:ay Ri ....er in CUC13eJ( County from the Route 10 bridge
at Ctony Creek to the Couthcu'Rpton County line.
D. Trout Ctrcaffie
Trout otreamo th~t arc ClaDe I a.nd II according to the
Commis13ion of Came and Inland Pioherieo Cla13oification Cyotem
arc indic~ted by Trout Ctrcam oubclao13ificationo i ~nd ii in
tl:ie booklet.
~ Watcro Containin~ Enda.ngcred or Threatcned Gpccieo.
The follmling ....atera prmride eosential or critical habitat for
eRd~nger~d or threatened cpecieo ;JRicR have been identified by
the United Ctateo Pioh and Wildlife Cervice under the Endangered
Cpecieo Act of 1973, ac amended. If the D.C. Pioh and Wildlife
Cervice identifieo new \.iaters containing endangered or
threatencd opeciee, the Board oRall concider the necd to protect
theoe bcneficial uoeo in revier..ring diccnarge periftito and other
~ctions until OUCR time ac the \iatero arc officially added to
the liot in'thio oection. ~
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 48
TBNNECSEE AND BIC S~Y RI~1ER BASINE
CLINCH RrlER SUBBASIN
Powell Ri7er from river mile 136 (oouth of Joneoville) dO~RlDtream to
the Teftneaaee/Virginia line (river mile 115.8 total 20.2 miles) .
EBdaB~cred SpecieB
Appalachian monkeyface
pearly tftUoDel
Birchling pearly tftUosel
Cumberland monkeyface
pearly HTuoDel
Dromedary pearly muoael
Fine rayed pigtoe pearly
tftUooel
Shiny pigtoe pearly tftUGsel
Tkreatened Species
Clender chub
Yelloufin madtom
Quadrula oparoa
Conradilla caelata
Quadrula intermedia
DromuD dromao
FUGconaia cuneolu13
FUGcon~ia edgariana
IIybopoiD cahni
Noturuo flavipinni13
Clinch River from ri7er mile 323 (Richlando) dO~Riotream to the
Tenneooee/Virginia Ctate line (river mile 202.1) .
Endangered CpecieB
hppalachian monkeyface
pearly ffiuDDel
Birdwing pearly ffiuosel
Fine rayed pigtoe pearly
ffiuooel
Crecn hloasom pcarly
tftUaoel
rink tftUcket pearly tftUooel
Shiny pigtoe pearly tftUGGel
Quadrula aparoa
Conradilla caelata
Fuoconaia cuneo IUD
Dyonomia torulosa ~hernaculum
LampDilio orbiculata
FuDconaia edgariana
Clinch Ri7er from the Dcott!Ruooell County line (at Dan~or river mile
214.2) dO~ffiDtream to thc Tennecoee boundary (river mile 202.1).
~h~~atcncd Species
Clender chub
IIybopoio cahni
Copper Creek from 2 miles above ito confluence -.dth the Clinch River
(river mile 211.e) .
Endangered Species
"
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 49
Fine rayed pigtoe pearly Fuocon~i~ cuneoluo
muooel
Shiny pigtoe pearly ffiUooel Fuccon~ia edg~riana
Copper Creek from Dicken13ville (ri~..~er mile 56) in RuDDell County
dmmotrcam to ita confluence lIdth the Clinch Ri "J'er.
ThreateBea Species
Yellm:fin m~dtom
Noturuo flavipinnia
HOLSTON RI~lER CUBBASIN
North Fork IIoloton Ri ~."er from river mile 93.3 (near Droadford)
dO\ffiotream to the Cmyth/Waohington County line (river mile 82.1) .
Endangered Species
Shiny pigtoe pe~rly muooel FuocGnai~ edg~riana
North Fork IIoloton River from the CmythjWaohington County line (river
mile 82.1) to the Tenneooee/Virgini~ boundary (river mile 5) .
ThreateBcd Species
Cpotfin chub
IIybopoio monacha
Uiddle For]c IIoloton Ri"Jer from ri....er mile 13 (in Harion) ao-.motream to
river mile 18.1.
Endangered Species
Tan riffle ohell ffiUooel
Dyonomia '.mlkeri
Hiddle Forle IIoloton Ri ~...er from river mile e. 5 to river mile 3.2 near
Ooceol~.
\
Threatened Species
Cpotfin chub
IIybopoio monacna
j;
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 50
VR680-21-07.3 Nutrient Enriched Waters
~ 1. Purpose.
The Board recognizes that nutrients are contributing to
undesirable growths of aquatic plant life in surface waters of
the Commonwealth. This standard establishes a designation of
IInutrient enriched watersll. Designations of surface waters of
the Commonwealth as "nutrient enriched waters" are determined by
the Board based upon an evaluation of the historical water
quality data for one or more of the following indicators of
nutrient enrichment: chlorophyll lIall concentrations, dissolved
oxygen fluctuations, and c~ncentrations of total phosphorus.
~ 2. Authority.
This standard is adopted under the authority of ~~62.1-44.15(3~)
and 62.1-44.15(10) of the Code of Virginia.
~ 3. Designation of nutrient enriched waters.
~
4-5.
5-6.
-&2.
+~.
-&~.
A. The following State waters are hereby designated as "nutrient
enriched watersll:
1.
Smith Mountain Lake and all tributaries* of the impoundment
upstream to their headwaters.
2.
Lake Chesdin from its dam upstream to where the 360 bridge
(Goodes Bridge) crosses the Appomattox River, including all
tributaries to their headwaters that enter between the dam
and the Route 360 bridge.
3.
South Fork Rivanna Reservoir and all tributaries of the
impoundment upstream to their headwaters.
New River and its tributaries. except Peak Creek above
Interstate 81. from Claytor Dam upstream to Biq Reed Island
Creek <Claytor Lake) .
Peak Creek from its headwaters to its mouth (confluence
with Claytor Lake), including all tributaries to their
headwaters.
Aquia Creek from its headwaters to the state line.
Fourmile Run from its headwaters to the state line.
Hunting Creek from itsj;headwaters to the state line.
Little Hunting Creek from its headwaters to the state line.
STATE \'TATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
9-10.
-3:-9-11.
*12.
H13.
-%3-14.
H15.
-%516.
-3:-6-17.
H18.
*19.
- H20.
~21.
PAGE 51
Gunston Cove from its headwaters to the state line.
Belmont and Occoquan Bays from their headwaters to the
state line.
Potomac Creek from its headwaters to the state line.
Neabsco Creek from its headwaters to the state line.
Williams Creek from its headwaters to its confluence with
Lo-.ier Uooer Machodoc Creek.
Tidal freshwater Rappahannock River from the fall line to
Buoy 44, near Leedstown, Virginia, including all
tributaries to their headwaters that enter the tidal
freshwater Rappahannock River.
Estuarine portion of the Rappahannock River from Buoy 44,
near Leedstown, Virginia, to the mouth of the Rappahannock
River (Buoy 6), including all tributaries to their
headwaters that enter the estuarine portion of the
Rappahannock River.
Estuarine portion of the Mattaponi River from Clifton,
Virginia, and estuarine portion of the Pamunkey River from
Sweet Hall Landing, Virginia to West Point, Virginia, and
the York River from West Point, Virginia, to the mouth of
the York River (Tue Marsh Light) including all tributaries
to their headwaters that enter the estuarine portions of
the Mattaponi River, the Pamunkey River and the York River.
Tidal freshwater James River from the fall line to the
confluence of the Chickahominy River (Buoy 70) including
all tributaries to a distance five river miles above their
fall lines that enter the tidal freshwater James River.
Estuarine portion of the James River from its confluence
with the Chickahominy River (Buoy 70) to the mouth of the
James River (Buqy 25), including all tributaries to their
headwaters.
Chesapeake Bay and its small coastal basins from the
Virginia State line to the mouth of the Bay (a line from
Cape Henry drawn through Buoys 3 and 8 to Fishermans
Island), and its tidal tributaries, excluding the Potomac
tributaries, those tributaries listed above, and the
Mattaponi River upstream of Clifton, Virginia, and the
Pamunkey.River upstrea~ of Sweet Hall Landing, Virginia.
Tidal freshwater Blackwater River from the Norfolk and
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 52
Western railway bridge at Burdette, Virginia, and tidal
freshwater Nottoway River from the Norfolk and Western
railway bridge at Courtland, Virginia, to the State line,
including all tributaries to their headwaters that enter
the tidal freshwater portions of the Blackwater River and
the Nottoway River.
B. Whenever any water body is designated as "nutrient enriched
waters", the Board shall modify the NPDEC VPDES permits of point
source dischargers into the "nutrient enriched waters" as
provided in the Board's Policy for Nutrient Enriched Waters
(VR-680-14-02) .
* When the word "tributaries" is used in this standard, it does not
refer to the mainstem of the water body that has been named.
VR680-21-08 RIVER BASIN SECTION TABLES
VR680-21-08.1 Section Number and Description Columns
A. Basin Descriptions
The tables that follow divide the State's surface waters into
nine river basins, some with subbasins: Potomac River Basin
(Potomac and Shenandoah Subbasins), James River Basin,
Rappahannock River Basin, Roanoke River Basin (Roanoke and
Yadkin Subbasins), Chowan and Dismal Swamp Basin (Chowan and
Albemarle Sound Subbasins), Tennessee and Big Sandy Basins (Big
Sandy, Clinch and Holston Subbasins), Chesapeake Bay, Atlantic
Ocean and Small Coastal Basin, York River Basin and New River
Basing. (See Figure 2.)
Each basin is further divided into sections. Each section is
assigned a Class, represented by Roman Numerals I through VII,
based on its geographic location or, in the case of trout
waters, on its use. Descriptions of these Classes are found in
Section VR680-21-01.5.
to
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 53
~
<
-
Z
-
CJ
=
-
>
Z .:11: ...
- oC ~ ..
0 ~ .
0 - -
:II: - -
0'.2 c . a ~.
z .. ~ .-
... u ...
:z: :II: 0 0 ... ...
- :II: :II: ... c.
. z . ... 0.
- .., ~ ... ... WI OIl
0'.2 ~ II< .~ .. ..
... oC 0 ... ~oC
co ... .. 2 :a z ~-.,
< ... 11: .. oC 0 Z oC'" . :a
co oC c 0 & .. 11:&0 ...
.. .... - . .... - -....- z
= - - . .... .. - - 9'
==
"'"
:::-
-
=
~ ~ j;
~
FIGURE 2 .
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 54
B. Potomac Water Supplies (Raw Water Intakes)
The Leesburg and County of Fairfax intakes in the Potomac are in
Maryland waters and the Board cannot adopt the oublic water
suoolv standards in Section VRCBO 21 02.3 VR680-21-01.14.B to
apply at the raw water intake points. However, applications to
discharge into, or otherwise alter the physical, chemical, or
biological properties of Virginia waters within an area five
miles upstream of the intake will be reviewed on a case-by-case
basis to ensure that they will protect the water supply. Basin'
sections where this would be applicable are shown with an
asterisk (*) in the Basin and Section description columns.
VR680-21-08.2
Classification Column
A. DO, pH and Temperature Standards
The classification column defines the Class of waters to which
the basin section belongs in accordance with the Class
descriptions given in Section VR680-21-01.5. Section
VR680-21-01.5 defines the State's seven classes (I-VII) and the
dissolved oxygen (DO), pH and maximum temperature that apply to
each class. By finding the class of waters for a basin section
in the Classification Column and referring to Section
VR680-21-01.5, the DO, pH and maximum temperature standards can
be found for each basin section.
B. DGIF Trout Waters
The Department of Game and Inland Fisheries (DGIF) has
established a classification system for trout waters based on
aesthetics, productivity, resident fish population and stream
structure. Classes ~ i through ~ iv rate wild trout habitat;
Classes V y through ~ vii rate cold water habitat not
suitable for wild trout but adequate for year-round hold-over of
stocked trout. The DGIF classification system is included in
this publication ao a oubclaooification of with the Board's
trout water classes (Class V - Put and Take Trout Waters and
Class VI - Natural Trout Waters) in the Clascification Class
Column of the River Basin Section Tables ~ VR680-21-08. TheDe
cubclaooificationo arc for informational purpooeo only and imply
no additional requiremento.
The DCIF oubclaooeo arc oho~m ~o oubclaooeo i viii in the Claoo
Column to differentiate from the Board'o Claooeo V and VI. DGIF
trout water classifications which are not consistent with Board
classifications for Put and Take Trout Waters or Natural Trout
Waters are shown with a douhle asterisk (**) in the
Claooification Class Column of the River Basin Section Tables ~
VR680-21-08. These trout waters have been identified for
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 55
reevaluation by the DGIF. Those trout waters which have no DGIF
classification are shown with a triple asterisk (***). The DGIF
subclaooco Classes are described below. Inclusion of these
aubclaoocD DGIF Classes ~iill provide orovides additional
information about specific streams for permit writers and other
interested persons. Trout waters classified as Classes ~ i or
~ ii by the DGIF (aho~ffi aD i or ii in thio publication) are
also recognized in Section VR680-21-07.2 of this publication.
~ DCIF Ctream Claoo Deecriptiono ClaDDeo are oho\ffi in omall
Roman numeralD (i viii) in the baDin tableD.
DGIF STREAM CLASS DESCRIPTIONS
Wild Natural Trout Streams
Class ~i Stream of outstanding natural beauty possessing wilderness
or at least remote characteristics, an abundance of large
deep pools, and excellent fish cover. Substrate is variable
with an abundance of coarse gravel and rubble. Stream
contains a good population of wild trout or has the
potential for such. Would be considered an exceptional wild
trout stream.
Class ~ ii Stream contains a good wild trout population or the
potential for one but is lacking in aesthetic quality,
productivity, and/or in some structural characteristic.
Stream maintains good water quality and temperature,
maintains at least a fair summer flow, and adjacent land is
not extensively developed. Stream would be considered a
good wild trout stream and would represent a major portion
of Virginia's wild trout waters.
Class ~iii Stream which contains a fair population of wild trout with
carrying capacity depressed by natural factors or more
commonly man-related landuse practices. Landuse activities
may result in heavy siltation of the stream, destruction of
banks and fish cover, water quality degradation, increased
water temperature, etc. Most streams would be cons~deredto
be in the active state of degradation or recovery from
degradation. Alteration in landuse practices would generally
improve carrying capacity of the stream.
Class ~ iv Stream which contains an adequately reproducing wild trout
population but has severely reduced summer flow
characteristics. Fish are trapped in isolated pools where
they are highly susce~tible to predators and fishermen.
Such streams could quickly be over-exploited and, therefore,
provide difficult management problems.
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 56
Stockable Put and Take Trout Streams
Class V v Stream does not contain an adequately reproducing wild trout
population nor does it have the potential for such.
However, water quality is adequate, water temperature is
good, and invertebrate productivity is exceptional. Pools
are abundant with good size and depth and fish cover is
excellent. Stream would be good for stocked. trout but may
offer more potential for a fingerling stocking program.
Class ~ vi Stream does not contain a significant number of trout nor a
significant population of warmwater gamefish. Water quality
is adequate and wate~ temperature good for summer carryover of
stocked trout. Summer flow remains fair and adjacent land is
not extensively developed. All streams in this class would be
considered good put-n-take trout stocking water.
Class ~vii Stream does not contain a signific~nt number of trout nor a
significant population of warmwater gamefish. Water quality
and temperature are adequate for trout survival but
productivity is marginal as are structural characteristics.
Streams in this class could be included in a stocking
program but they would be considered marginal and generally
would not be recommended for stocking.
Class ~
viii
.Stream does not contain a significant number of trout nor a
significant population of warmwater gamefish. Water quality
and temperature are adequate for trout but summer flows are
very poor (less than 30% of channel). Streams in this class
can provide good put-n-take trout fishing during spring and
early summer but would not be recommended for summer or fall
stocking.
Other
Remaining streams would be considered unsuitable for any type
of trout fishery. Streams would be considered unsuitable
under any of the following conditions:
(a) summer temperatures unsuitable for trout survival
(b) stream contains a significant population of
warmwater gamefish
(c) insufficient flow
(d) intolerable water quality
VR680-21-08.3 Special Standards Column
A. Bacteria Standards
All surface waters ha.e a standard for fecal coliform
bacteria. The bacteria standard for shellfish waters is set
forth in Section VR680-21-02.1~~ the standard applying to
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 57
all other surface waters is found in Section VR680-21-02.2.
The letter-a "a" in the Special Standards column next to a
river basin section indicates that there are shellfish
waters somewhere within that section and the bacteria
standard for shellfish waters applies to those shellfish
waters. (It should be noted that even though the column
contains the letter -a "a" the entire section may not be
shellfish waters.)
B. Natural Variation
In some cases natural water quality does not fall within the
limits set by the standards. (For example streams in some
areas of the State may naturally exceed the usual pH range
of 6 to 9.0.) In these instances the Board may have set a
more appropriate standard that reflects natural quality, and
this special limit is shown in the Special Standards column.
C. Additional Requirements
In other cases the basic water quality parameters of DO, pH,
temperature, and bacteria have not been sufficient to
protect water quality in certain areas, and effluent limits
or treatment requirements have been established for these
areas. This fact is also indicated in the Special Standards
column. If the applicable standard was too long to print in
its entirety in that column, the column contains only a
lower case letter, and the standard itself will be found in
the Special Standards Section VR680-21-07.1 under that
letter.
D. Other Special Standards or Designations
1.
Public Water Supplies
Sections that are public water supplies are
indicated in the Special Standards column with a
PWS. This designation indicates that additional
standards are applicable. (See Section
"lR6S0 21 02.3 VR680-21-01.14.B for applicable
standards) .
2.
Ccenic Rivero
If a ocction containa 0. otre~m that h~o been
deoign~ted 0. ocenic river by the Cener~l Aooembly,
the Dpecial Dtandardo column indicateo thio r.lith an
CR follo..:ed ~hy a number. The appropriate \;atenmy
can be found lioted in the Key to Cpeci~l Ctandardo
8ection under Ccenic Rivero, Oection
STATE WATER CONTROL BOARD
VR680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 58
~lRC80 21 07.2A. The entire oection ia not
ncceasarily 0. acenic river, only that portion
opecifically liated in "lRC80 21 07.2A.
Nutrient Enriched Waters
If.a section contains a waterbodv that has been
desianated as nutrient enriched in VR 680-21-07.3,
the Soecial Standards column indicates this with a
NEW- followed by a number. The aoorooriate
waterway can be found listed in VR 680-21-07.3.
The entire section is not necessarily nutrient
enriched, only that oortion soecifically listed in
VR 680-21-07.3.
~
. ,
STATE WATER CONTROL BOARD
~ 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
VR680-21-08.4
SEC. CLASS
1 II
1a III
lab III
lac III
2 II
2a III
3 II
SEC.
4
CLASS
II
4a
III
4b
III
5
II
Sa
III
5b
III
6
II
POTOMAC RIVER
Potomac River
SP. STDS.
a
b.NEW-12
PWS,b.NEW-12
a.NEW-14
NEW -14
b.NEW-12
SP. STDS.
b,d.NEW-6
b,d.NEW-6
PWS,b,d.NEW-6
b
b
PWS,b
b,.f.NEW-7.8.
9.10.11. 13
PAGE 59
BASIN
Subbasin
SECTIO~ DESCRIPTION
Tidal tributaries of the Potomac River from
Smith Point to Upper Machodoc Creek (Baber
Point) .
All free flowinq ~ortions of tributaries to
the Potomac River from Smith Point to the _
Route 301 Bridqe in Kinq Georqe County unless
otherwise designated in this reaulation.
All free flowing portions of tributaries to
the Potomac River from 8mith Point the Route
301 Bridge in Kinq Georqe County to, and
including, Potomac Creek, unless otherwise
designated in this reaulation.
Potomac Creek and its tributaries from the
Stafford County water supply dam (Able Lake
Reservoir) to ~ their headwaters.
Tidal Upper Machodoc Creek and the tidal
portions of its tributaries.
Free flowing portions of thoDe atreamo in
Cection 2 Upper Machodoc Creek and its
tributaries.
Tidal portions of the tributaries to the
Potomac River from Upper Hachodoc Creek the
Route 301 Bridqe in Kinq Georqe Countv to
Marlboro Point.
SECTION DESCRIPTION
Tidal portions of the tributaries to the
Potomac River from Marlboro Point to Brent
Point (to include Aquia Creek and its
tributaries) .
Free flowing portions of tributaries to the
Potomac River in Section 4 up to the Aquia
Sanitary District Water Impoundment.
Aquia Creek from the Aquia Sanitary District
Water Impoundment, and other tributaries into
the impoundment, including Beaverdam Run and
the Lunga Reservoir upstream to their
headwaters.
Tidal portions of tributaries to the Potomac
River from Brent Point to Shipping Point,
including tidal portions of Chopawamsic Creek
and its tidal tributaries.
Free flowing portions of Chopawamsic Creek
and its tributaries to Quantico Marine Base
water supply dam.
Chopawamsic Creek and its tributaries above
the Quantico Marine Base water supply intakes
at the Gray and Breckenridge Reservoirs to
their headwaters.
Tidal portions of tributaries to the Potomac
River from Shipping Point to Chain Bridge.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SP. STDS.
7 III b,NEW-7,8,9,
10,11,13
7a III &;-g
7b III
7c III
7d III
7e III
SEC. CLASS
7f III
7g III
7h III
8 III
PWS,b,g
PWS,b,g
PWS,b,g
PWS,b,g
SP. STDS.
PWS,b,g
PWS,b,g
PWS,b,g
PWS,SR 1
PAGE 60
SECTION DESCRIPTION
Free flowing portions of tributaries to the
Potomac River from Shipping Point to Chain
Bridge, unless otherwise designated in this
reoulation.
Occoquan Creek River and its tributaries to
their headwaters above Fairfax County Water
Authority's water supply impoundment, unless
otherwise designated in this reoulation.
The impounded waters of Occoquan River above
the water supply dam of the Fairfax County
Water Authority to backwater of the
impoundment on Bull Run and Occoquan River,
and the tributaries of Occoquan above the dam
. to a point 5 miles above the dam.
Broad Run and its tributaries above the water
supply dam of the City of Manassas upstream
to a point 5 miles above the dam.
The impounded waters of Lake Jackson, Broad
Run, and Cedar Run.
Cedar Run from the Town of Warrenton's raw
water intake (just upstream of Route ~ 672)
to a point 5 miles upstream of the proposed
multiple purpose structure near Airlie
(Fauquier County) .
SECTION DESCRIPTION
The Quantico Marine Base Camp Upshur and its
tributaries' raw water intake on Cedar Run
(located approximately 0.2 mile above its
confluence with Lucky Run) to a point 5 miles
upstream.
The proposed impounded waters of Licking Run
above the multiple purpose impoundment
structure in Licking Run near Midland
(Fauquier County) upstream to a point 5 miles
above the proposed impoundment.
The proposed impounded waters of Cedar Run
above the proposed multiple purpose
impoundment structure on the main stem of
Cedar Run near Auburn (Fauquier County), to a
point 5 miles above the impoundment.
Tributaries to the Potomac River in Virginia
between Chain Bridge and the Monacacy River
from their confluence with the Potomac
upstream 5 miles, to include Goose Creek to
the City of Fairfax's raw water intake,
unless otherwise designated in this
reoulation.
~
STATE 'WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
'TEXT OF REGULATION
SEC. CLASS
8a VI
8b III
8c III
9 III
SEC. CLASS
9a III
9b III
9c III
10 III
lOa III
lOb III
SP. STDS.
PWS
PWS
PWS
s.R-4-
SP. STDS.
PWS,CR 1
PWS
PWS
PWS
~
PAGE 61
SECTION DESCRIPTION
Big Spring Creek and its tributaries in
Loudoun County, from its confluence with the
Potomac River upstream to their headwaters.
(The temperature standard for natural trout
water may be exceeded in the area above Big
Spring and Little Spring at Routes 15 and 740
due to natural conditions). This section was
given a PWS designation due to the Town of
Leesburg's intake on the Potomac as
referenced in Section 8b below.
Those portions of Virginia tributaries into
the Potomac River that are within a 5 mile
distance upstream of the Town of Leesburg's
intake on the Potomac River, unless otherwise
designated' in this requlation.~
Those portions of Virginia tributaries into
the Potomac River that are within a 5 mile
distance upstream of the County of Fairfax's
intake on the Potomac River.~
Broad Run, Sugarland Run, Difficult Run,
Tuscarora Creek, Sycoline Creek, and other
streams tributary to streams in Section 8
from a point 5 miles above their confluence
with the Potomac River to their headwaters,
unless otherwise designated in this
requlation.
SECTION DESCRIPTION
All the impounded water of Goose Creek from
the City of Fairfax's water supply dam
upstream to backwater, and its tributaries
above the dam to a point 5 miles above the
dam.
The Town of Round Hill's raw water intake at
the Round Hill Reservoir, and including the
two spring impoundments located northwest of
the town on the eastern slope of the Blue
Ridge Mountains. .
Unnamed tributary to Goose Creek, from Camo
Hiqhroad's raw water intake (Loudoun County)
located in an old quarry (at latitude
39002'02": lonqitude 77040'49") to its
headwaters.
Tributaries of the Potomac River from the
Monacacy River to the West Virginia- Virginia
state line in Loudoun County, from their
confluence with the Potomac River upstream to
their headwaters, unless otherwise designated
in this requlation.
North Fork Catoctin Creek from purcellville's
raw watef intake to its headwaters.
South Fork Catoctin Creek and its
tributaries from its confluence with the
North Fork Catoctin Creek to its
headwaters.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
11 IV
v
***
***
***
vi
vi
VI
ii
iii
11a IV
V
vi
SEC. CLASS
12 IV
V
vi
vii
vi
VI
ii
ii
ii
SP. STDS.
pH-6.5-9:5
pH-6.5-9.5
pH-6.5-9.5
pH-6.5-9.5
pH-6.5-9.5
SP. STDS.
pH-6.5-9.5
PAGE 62 .
SECTION DESCRIPTION
Tributaries of the Potomac River in Frederick
and Clarke Counties, Virginia, unless
otherwise designated in this requlation.
Put and Take Trout Waters in Section 11
Back Creek (upper) from Rock Enon 4 miles
upstream.
Back Creek (lower) from Route 600 to the
mouth of Hogue Creek - 2 miles.
Hogue Creek from Route 679 upstream 6 miles
to the Forks below Route 612.
Opequon Creek (in Frederick County) from its
confluence with Hoge Run upstream to the
point at which Route 620 first crosses the
. stream.
Turkey ~un (Frederick County) from its
confluence with Opequon Creek 3.6 miles
upstream.
Natural Trout Waters in Section 11
Bear Garden Run from its confluence with
Sleepy Creek 3.1 miles upstream.
Redbud Run from its confluence with Opequon
Creek 4.4 miles upstream.
Hot Run and its tributaries from its
confluence with Opequon Creek to its
headwaters.
Put and Take Trout Waters in Section 11a
Clearbrook Run from its confluence with Hot
Run 2.1 miles upstream.
SECTION DESCRIPTION
South Branch of the Potomac River and its
tributaries, such as Strait Creek, and the
North Fork River and its tributaries from the
Virginia-West Virginia state line to their
headwaters.
Put and Take Trout Waters in Section 12
Frank Run from its confluence with the South
Branch Potomac River 0.8 mile upstream.
South Branch Potomac River (in Highland
County) from 69.2 miles above its confluence
with the Potomac River 4.9 miles upstream.
Strait Creek (Highland County) from its
confluence with the South Branch Potomac
River 3.9 miles upstream.
Natural Trout Waters in Section 12
Blights Run from its confluence with Laurel
Fork (Highland County) o.e mile upstream
includinq all named and unnamed tributaries.
Buck Run (Highland County) from its
confluen~e with Laurel Fork 1.3 milec
upstream includinq all named and unnamed
tributaries.
Collins Run from its confluence with Laurel
Fork 0.9 mile upstream includinq all named
and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
. TEXT OF REGULATION
SEC. CLASS
ii
SP. STDS.
ii
ii
ii
ii
ii
PAGE 63
SECTION DESCRIPTION
Laurel Fork (Highland County) from 1.9 miles
above its confluence with the North Fork
South Branch Potomac River 15.7 mileo
upstream includinq all named and unnamed
tributaries.
Locust Spring Run from its confluence with
Laurel Fork 3.5 mileo upstream includinq all
named and unnamed tributaries.
Lost Run from its confluence with Laurel Fork
1.5 mileo upstream includinq all named and
unnamed tributaries.
Mullenax Run from its confluence with Laurel
Fork 1 mile upstream includinq all named and
unnamed tributaries.
Newman Run from its confluence with Laurel
Fork 1 mile upstream includinq all named and
unnamed tributaries.
Slabcamp Run from its confluence with Laurel
Fork 2.2 miles upstream includinq all named
and unnamed tributaries.
j;
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 64.
VR680-21-08.5 POTOMAC RIVER BASIN
Shenandoah River Subbasin
SEC. CLASS SP. STDS. SECTION DESCRIPTION
1 IV pH-6.5-9.5 Shenandoah River and its tributaries in
Clarke County, Virginia, from the
Virginia-West Virginia State line to Lockes
Landing~. unless otherwise desiqnated in this
requlation.
la IV PWS Shenandoah River and its tributaries from
pH-6. 5-9.5 Lockeo Landing river mile 24.66 {latitude
SR--3- 39016'1911; lonqitude 77054'3311}
aooroximatelv 0.7 mile downstream of the
confluence of the Shenandoah River and Doq
Run to a point 5 miles above Berryville's raw
. water intake~ (latitude 39005' 5611; lonqitude
77058'31"). unless otherwise desiqnated in
this requlation.
V pH-6.5-9.5 Put and Take Trout Waters in Section 1a
vi Chapel Run (Clarke County) from its
confluence with the Shenandoah River 5.7
miles upstream.
vi Soout Run (Clarke County) from its confluence
with the Shenandoah River to its headwaters.
SEC. CLASS
~
~
SP. STDS.
pI! e.s 9.5
1b
1c IV
pH-6.5-9.5
SR--3-
VI
iii
pH-6.5-9.5
***
~ . .
~~~
***
SECTION DESCRIPTION
Natural Tre~t waters iB SeetieB 1a
Cpout Run (Clarke County) from ita confluence
~dth the Chenandoah Ri,..er (in the .....icinity of
the EbeneEer Church at Route Ce1), 2.3 mileo
upotre~m.
(Deleted)
Shenandoah River and its tributaries from
a point 5 miles above Berryville's raw water
intake to the confluence of the North and
South Forks of the Shenandoah River. (The
Scenic River designation extends only to the
Warren/Clarke County line.)
Natural Trout Waters in Section 1c
Page Brook from its confluence with Spout
Run, 1 mile upstream.
Roseville Run (Clarke County) from its
confluence with Spout Run 3.2 mileo upstream
(heaffilatero) includinq all named and unnamed
tributaries.
Spout Run (Clarke County) from its confluence
with the Shenandoah River (in'the vicinity of
Calmes Neck at Rts 651 and 621), 3.9 miles
upstream.
Westbrook Run (Clarke County) from its
confluence with Spout Run 2.1 mileo upstream
(he~d'.::lt~ro) includinq all named and unnamed
tributaries.
STATE'WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
, TEXT OF REGULATION
SEC. CLASS
1d IV
2 IV
V
.:L:i:.Z.
:y:4.
vi
***
***
SEC. CLASS
VI
iii
ii
***
ii
ii
ii
ii
ii
.:L:l:...Z. :b
ii
SP. STDS.
PWS
pH-6.5-9.5
pH-6.5-9.S
SP. STDS.
pH-6.5-9.5
PAGE 65
SECTION DESCRIPTION
The South Fork Shenandoah River and its
tributaries from the Town of Front Royal's
raw water intake (at the State Route 619
bridge at Front Royal) to a point 5 miles
upstream.
South Fork Shenandoah River and its
tributaries from its confluence with the
North Fork Shenandoah River, upstream to a
'point 5 miles above the Town of Shenandoah's
raw water intake, unless otherwise designated
in this reaulation.
Put and Take Trout Waters in Section 2
Brmm Run from ito confluence ~dth Dig Run
upstream 1 mile.
CUb Run (Page County) from Pitt Cpring
upotream 6.5 mileo.
Flint Run from its confluence with the South
Fork Shenandoah River 4 miles upstream.
Gooney Run from the mouth to its confluence
with Broad Run above Browntown (in the
vicinity of Route 632) .
Hawksbill Creek from Route 675 in Luray to 1
mile above Route 631.
SECTION DESCRIPTION
Natural Trout Waters in Section 2
Browns Run from its confluence with Bio Run
upstream includino all named and unnamed
tributaries.
Cub Run (Paoe County) from Pitt Sorinq Run
upstream includino all named and unnamed
tributaries.
CUb Run from its mouth to Pitt Spring Run.
Fultz Run from the Park boundary (river mile
1.8) to ito head~l.'~tero u;>stream includino all
named and unnamed tributaries.
Gooney Run (in Warren 'County) from 6.6 miles
above its confluence with the South Fork
Shenandoah River 3.9 miles upstream.
Hawksbill Creek in the vicinity of Pine Grove
at Route 624 (river mile 17.7) 1.5 miles
upstream.
Jeremys Run from the National Park boundary
to ito headwater13 upstream includinq all
named and unnamed tributaries.
Lands Run from its confluence with Gooney Run
3.1 mileo upstream includinq all named and
unnamed tributaries.
Little Hawksbill Creek from Route 626 to ito
hca&iatet"13 upstream includinq all named and
unnamed tributaries.
Morgan Run (Page County) from its confluence
with CUb Run 4.8 mileo upstream includino all
named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
ii
4:4-
..z...:A:..*.
ii
ii
2a IV
2b .p;
SEC. CLASS
2c .p;
2d .p;
V
vii
VI
ii
ii
ii
i
ii
SP. STDS.
PWS
pH-6.5-9.5
flWS
pH 6.5 9.5
SP. STDS.
~
pH 6. 5 9. 5
flWS
pH 6.5 9.5
pH-6.5-9.5
pH-6.5-9.5
PAGE 66
SECTION DESCRIPTION
Overall Run from its confluence with the
South Fork Shenandoah River 4.8 miles
upstream includinq all named and unnamed
tributaries.
Pass Run (Page County) from its confluence
with Hawksbill Creek to ita headromtera
uostream includinq all named and unnamed
tributaries.
[raoo Run (rage County) from ito mouth 2
mileo up13tream.]
[ra1313 RHn (rage County) from 2 mileo' ~bove
it13 confluence '..iith IIa'..i]coaill Creek to ito
head\ii~tera . ]
. Pitt Spring Run from its confluence with Cub
Run 2.1 milea upstream includinq all named
and unnamed tributaries.
Roaring Run from its confluence with Cub Run
2.~ mile13 upstream includinq all named and
unnamed tributaries.
Happy Creek from Front Royal's raw water
intake to its headwaters.
Dry Run and ita tributariec from Luray'a
r~~i ~mter intake to ita head'.lUtero. (Deleted)
SECTION DESCRIPTION
Baot IIa.ukobill Creek and ita tributariea
from Id~' 0 rar..i water intake to ita
hcadwatero. (Deleted)
Couth Fork Chenandoa.h River from the Tmm of
Chenandoa.h' 0 rZl".i uater intake to a. point 5
mileo upotream. (Deleted)
Put and Take Trout Waters in Section 2d
Bear Lithia Spring from its confluence with
the South Fork Shenandoah River 0.8 mile
upstream.
Natural Trout Waters in Section 2d
Big Creek (Page County) from its confluence
with the East Branch Naked Creek 1.7 mileo
upstream includinq all named and unnamed
tributaries.
Big Ugly Run from its confluence with the
South Branch Naked Creek 0.7 mile upstream
includinq all named and unnamed tributaries.
Boone Run from 4.6 miles above its confluence
with the South Fork Shenandoah River (in the
vicinity of Route 637) 5.3 milco upstream
includinq all named and unnamed tributaries.
East Branch Naked Creek from its confluence
with Naked Creek at Route 759 to ita
he~d~mtet"o uostream includinq all named and
unnamed tributaries.
Little Creek (Page County) from its
confluence with Big Creek 0.7 mile upstream
includinq all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
SP. STDS.
ii iv
ii
3 IV
pH-6.5-9.5
v
vi
pH-6.5-9.5
SEC. CLASS
vi
SP. STDS.
vi
VI
i
pH-6.5-9.5
ii
iii
ii
ii
PAGE 67
SECTION DESCRIPTION
South Branch Naked Creek from 1.7 miles above
its confluence with Naked Creek (in the
vicinity of Route 607) e mileo upstream
includinq all named and unnamed tributaries.
Stony Run (Page County) from 1.6 miles above
its confluence with Naked Creek 2.8 miles
upstream includinq all named and unnamed
tributaries.
West Branch Naked Creek from 2.1 miles above
its confluence with Naked Creek 1.1 milc13
upstream includinq all named and unnamed
tributaries. .
South Fork Shenandoah River and its
tributaries from 5 miles above the Town of
Shenandoah's raw water intake to its
confluence with the North and South Rivers,
and the South River and its tributaries from
its confluence with the South Fork Shenandoah
River to their headwaters, unless otherwise
designated in this requlation.
Put and Take Trout Waters in Section 3
Hawksbill Creek (Rockingham County) from 0.8
mile above its confluence with the South Fork
Shenandoah River 6.6 miles upstream.
SECTION DESCRIPTION
Mills Creek (Augusta County) from 1.8 miles
above its confluence with Back Creek 2 miles
upstream.
Nortp Fork Back Creek (Augusta County) from
its confluence with Back Creek 2.6 miles
upstream, unless otherwise designated in this
requlation.
Natural Trout Waters in Section 3
Bearwallow Run from its confluence with
Onemile Run 1.9 mileo upstream includinq all
named and unnamed tributaries.
Big Run (Rockingham County) from 3.3 miles
above its confluence with the South Fork
Shenandoah River 1 mileG upstream includinq
all named and unnamed tributaries.
Cold Spring Branch (Augusta County) from
Sengers Mountain Lake (Rhema Lake) to ito
hea&i#atero uDstream includinq all named and
unnamed tributaries.
Deep Run (Rockingham County) from 1.8 miles
above its confluence with the South Fork
Shenandoah River 2.8 milea upstream includinq
all named and unnamed tributaries.
East Fork Back Creek from its confluence with
the South Fork Back Creek 1.3 miles upstream
includin~ all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
SP. STDS.
iii
ii
iv
ii
iv
iii
SEC. CLASS
ii
SP. STDS.
ii
ii
~ii
:J..
ii
ii
PAGE 68.
SECTION DESCRIPTION
Gap Run from 1.7 miles above its confluence
with the South Fork Shenandoah River ~
miles upstream includinq all named and
unnamed tributaries.
Inch Branch (Augusta County) from the dam ~
ita hea~iatero upstream includinq all named
and unnamed tributaries.
Johns Run (Augusta County) from its "
confluence with the South River to it13
heami~tcrs upstream includinq all named and
unnamed tributaries.
Jones Hollow (Augusta County) from 1.1 miles
above its confluence with the South River ~
-milea upstream includinq all named and
unnamed. tributaries.
Kennedy Creek from its confluence with the
South River to it13 headwatero upstream
includinq all named and unnamed tributaries.
Lee Run from 0.6 mile above its confluence
with Elk Run 3.3 miles upstream.
Loves Run (Augusta County) from 2". 7 miles
above its confluence with the South River ~
milco upstream includinq all named and
unnamed tributaries.
SECTION DESCRIPTION
Lower Lewis Run (Rockingham County) from 1.7
miles above its confluence with the South
Fork Shenandoah River 2.1 mileo upstream
includinq all named and unnamed tributaries.
Madison Run (Rockingham County) from 2.9
miles above its confluence with the South
Fork Shenandoah River 3.7 mileo upstream
includinq all named and unnamed tributaries.
Meadow Run (Augusta County) from its
confluence with the South River S.8 milea
upstream includinq all named and unnamed
tributaries.
North Fork Back Creek (Augusta County) from
river mile 2.6 (in the vicinity of its
confluence with Williams Creek) 1.9 mileo
upstream includinq all named and unnamed
tributaries.
Onemile Run (Rockingham County) from 1.5
miles above its confluence with the South
Fork Shenandoah River 3.1 mileo upstream
includinq all named and unnamed tributaries.
Paine Run (Augusta County) from 1.7 miles
above its confluence with the South River ~
mileo up~tream includinq all named and
unnamed tributaries.
Robinson Hollow (Augusta County) from the dam
to ito he~d\:atero upstream including all
named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
.TEXT OF REGULATION
SEC. CLASS
ii
SP. STDS.
iv
ii
ii
iii
iii
SEC. CLASS
i
SP. STDS.
* iv
ii
3a IV pH-6.5-9.5
3b , IV PWS
pH-6.5-9.5
VI PWS
ii pH-6.5-9.5
ii
PAGE 69
SECTION DESCRIPTION
Rocky Mountain Run from its confluence with
Big Run 2.9 milec upstream includinq all
named and unnamed tributaries.
Sawmill Run from 2.5 miles above its
confluence with the South River 5 mileo
upstream includinq all named and unnamed
tributaries.
South Fork Back Creek from its confluence
with Back Creek at Route 814 (river mile 2.1)
1.~ mileo upstream includinq all named and
unnamed tributaries.
Stony Run (Augusta County) from 3.5 miles
above its confluence with the South River ~
mileo upstream includinq all named and
unnamed tributaries.
Stony Run (Rockingham County) from 4.1 miles
above its confluence with the South Fork
Shenandoah River 1.9 milco upstream includinq
all named and unnamed tributaries.
Toms Branch (Augusta County) from 1.1 miles
above its confluence with Back Creek ~
mileo upstream includinq all named and
unnamed tributaries.
SECTION DESCRIPTION
Twomile Run from 1.4 miles above its
confluence with the South Fork Shenandoah
River 3.5 mileo upstream includinq all named
and unnamed tributaries.
Upper Lewis Run from 0.5 mile above its
confluence with Lower Lewis Run 2.9 mileo
upstream includinq all named and unnamed
tributaries.
White O.:l.lt: Whiteoak Run from its confluence
with Madison Run 1.9 milco upstream including
all named and unnamed tributaries.
South River from the dam above WaYnesboro
(all waters of the impoundment).
Coles Run and Mills Creek from South River
Sanitary District's raw water intake to their
headwaters.
Natural Trout Waters in Section 3b
Coles Run (Augusta County) from 3.9 miles
above its confluence with the South River
Sanitary District's raw water intake (Coles
Run Dam) 2.1 mile13 upstream includinq all
named and unnamed tributaries.
Mills Creek (Augusta County) from the South
River Sanitary District's raw water intake
(river mfle 3.8) 4 mileo upstream includinq
all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC.
3c
CLASS
IV
4
IV
V
v
vi
4a IV
V
***
VI
iv
SEC.
5
CLASS
IV
V
v
.:i:.Z..oI:.
.:i:.Z..oI:.
v
VI
iv
ii
SP. STDS.
PWS
pH-6.5-9.5
pH-6.5-9.5
pH-6. 5-.9.5
PWS
pH-6.5-9.5
pH-6.5-9.5
SP. STDS.
pH-6.5-9.5
pH-6.5-9.5
pH-6.5-9.5
PAGE 70
SECTION DESCRIPTION
A tributary to Coles Run from Stuarto Draft
Water Com~aay' 0 (R. A. Blaclca) the South
River Sanitary District raw water intake
approximately 1/2 mile south of Stuarts Draft
and just off Route 610, to its headwaters.
Middle River and its tributaries from the
confluence with the North River upstream to
its headwaters, unless otherwise designated
in this requlation.
Put and Take Trout Waters in Section 4
Barterbrook Branch from its confluence with
Christians Creek 2.8 miles upstream.
Folly Mills Creek from 2.4 miles above its
. confluence with Christians Creek (in the
vicinity of Route 81) 4.5 miles upstream.
Middle River and its tributaries from
Staunton's raw water intake at Gardner Spring
to a point 5 miles upstream.
Put and Take Trout Waters in Section 4a
East Dry Branch from its confluence with
Buffalo Branch to its headwaters.
Natural Trout Waters in Section 4a
Buffalo Branch and ita tributarieo (Augusta
County) from Route 703 to their head\.atcra
upstream includinq all named and unnamed
tributaries.
SECTION DESCRIPTION
North River and its tributaries from its
confluence with the South River upstream to
its headwaters, unless otherwise designated
in this requlation.
Put and Take Trout Waters in Section 5
Beaver Creek (Rockingham County) from river
mile 0.C3 its confluence with Briery Branch
to its headwaters.
Briery Branch (Roddngham Count}") from Route
613 to ita hco.d\latero, unle13s otherwioe
deaignated.
Dry Ri'."er (Rockingham County) froRl ito
junction \lith Route 731 (riyer mile 3.83) to
IIarrioonburg' 0 ra\.. ,,,ater intake (ri 9."cr R1ile
11. 7) .
Naked Creek (Augusta County) from 3.7 miles
above its confluence with the North River at
Route 696, 2 miles upstream.
Natural Trout Waters in Section 5
Big Run (Augusta County) from 0.9 mile above
its confluence with Little River 1.6 R1ileo
upstream~includinq all named and unnamed
tributaries.
Black Run (Rockingham County) from its
confluence ....ith Dry Ri7er mouth to ita
he~d..lQ.tcro upstream includinq all named and
unnamed tributaries.
~TATE,WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SP. STDS.
iii
iv
iii
.:i:..Z.:L i v
iv
iv
iv
SEC. CLASS SP. STDS.
iii
.:i:..Z.:L
ii
iv
Sa IV PWS
pH-6.5-9.5
5b IV PWS
pH-6.5-9.5
V PWS
~ pH-6.5-9.5
~
PAGE 71
SECTION DESCRIPTION
Briery Branch (Rockingham County) from river
mile 6.9 to 12.9 uDstream includinq all named
and unnamed tributaries.
Gum Run from its confluence ~:ith Black Run
3.2 milc13 upstream mouth uDstream includinq
all named and unnamed tributaries.
Hone Quarry Run from its confluence with
Briery Branch to its hea~.Jaters uDstream
includinq all named and unnamed tributaries.
Little River from its confluence with the
North River at Route 718 to ito heamlatero
uDstream includinq all named and unnamed
tributaries.
Maple Spring Run from its confluence with Cum
Run 2 milco up13tream mouth uDstream includinq
all named and unnamed tributaries.
Mines Run from its confluence with Briery
Branch 2.9 mileD upstream includinq all named
and unnamed tributaries.
Rocky Run (which is tributary to Briery
Branch in Rockingham County) from its
confluence \lith Briery Branch 1.5 mileo
upotream mouth uDstream includinq all named
and unnamed tributaries.
SECTION DESCRIPTION
Rocky Run (which is tributary to Dry River in
Rockingham County) from its conflucnce ~lith
Dry River 3.1 mileo upotreum mouth uDstream
includinq all named and unnamed tributaries.
Ckidmore Pork from Route 710 to ito
heam:atero.
Union Springs Run from 3 miles above its
confluence with Beaver Creek 1.9 mileo
upstream includinq all named and unnamed
tributaries.
Wolf Run (Augusta County) from its confluence
with Briery Branch 3.2 mileo upstream
includinq all named and unnamed tributaries.
Silver Lake
North River and its tributaries from
Harrisonburg's raw water intake at
Bridgewater to a point 5 miles above
Bridgewater's raw water intake to include Dry
River and Muddy Creek.
Put and Take Trout Waters in Section Sb
Beaver Crce]e (Roc]dngham Count}-) from ita
confluence uith the North Ri';cr to ri.;er
mile O.C~.
Dry Ri'i.-er (Rockingham County) from ito
confluencc uith the North Ri..p-cr to 0. point 5 .
milco. abo';e Dridge..iater' 0 ru..i r.mter intake on
the North Ri ';er .
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
v
SP. STDS.
v
5c IV
PWS
pH-6.5-9.5
V
viii
PWS
pH-6.5-9.5
VI
iv
PWS
pH-6.5-9.5
SEC. CLASS SP. STDS.
iv
iv
iv
5d VI pH-6.5-9.5
VI pH-6.5-9.5
iv
ii
ii
ii
iv
PAGE 72,
SECTION DESCRIPTION
Mossy Creek from its confluence with the
North River 7.1 miles upstream.
Spring Creek (Rockingham County) from its
confluence with the North River 2 miles
upstream.
Dry River in Rockingham County from
Harrisonburg's raw water intake
(approximately 11.7 miles above its
confluence with the North River) to a point 5
miles upstream, unless otherwise designated
in this reaulation.
Put and Take Trout Waters in Section 5c
Raccoon Run (Rockingham County) from its
. confluence with Dry River 1.7 mileo upatream
to its headwaters.
Natural Trout Waters in Section 5c
Dry River (Rockingham County) from
Harrisonburg's raw water intake
(approximately 11.7 miles above its
confluence with the North River) to a point 5
miles upstream.
SECTION DESCRIPTION
Dry Run (Rockingham County) from its
confluence with Dry River 2 mile13 upstream
includinq all named and unnamed tributaries.
Hopkins Hollow from its confluence with Peach
Run 0.8 miles upstream includinq all named
and unnamed tributaries.
Kephart Run from its confluence with Dry
River 3.3 miles upstream includinq all named
and unnamed tributaries.
Dry River and its tributaries from 5 miles
above Harrisonburg's raw water intake to its
headwaters.
Natural Trout Waters in Section 5d
Dry River (Rockingham County) from 5 miles
above Harrisonburg's raw water intake to ito
headwaterc upstream includinq all named and
unnamed tributaries.
Laurel Run (Rockingham County) from its
confluence with Dry River to itc hcafr.iatero
upstream includinq all named and unnamed
tributaries.
Little Laurel Run from its confluence with
Dry River 3.2 mile13 upstream includinq all
named and unnamed tributaries.
Low Place Run from its confluence with Dry
River 2.5 mileo upstream includinq all named
and unna~ed tributaries.
Miller Spring Run from its confluence with
Dry River 2.7 milc13 upstream includinq all
named and unnamed tributaries.
STATE' WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SP. STDS.
iii
.:I:...Z.:i:. iv
5e VI PWS
pH-6.5-9.5
6 IV pH-6.5-9.5
V pH-6.5-9.5
vi
***
vi
vi
SEC. CLASS SP. STDS.
vi
vi
***
vi
***
vi
vi
***
VI
ii
pH-6.5-9.5
iv
iii
PAGE 73
SECTION DESCRIPTION
Sand Run from its confluence with Dry River
1.8 mileo upstream includinq all named and
unnamed tributaries.
Skidmore Fork from its confluence with Dry
River to ito hea~.Jatera upstream includinq
all named and unnamed tributaries.
North River from Staunton Dam to its
headwaters.
North Fork Shenandoah River from its
confluence with the Shenandoah River to its
headwaters, unless otherwise designated in
this recrulation.
Put and Take Trout Waters in Section 6
Bear Run from its confluence with Foltz Creek
1.9 milea upatream to its headwaters.
~ Stony Creek from Route 685 above Edinburg
upstream to Basye.
Bull Run (Shenandoah County) from its
confluence with Foltz Creek 1 mile upotre~m
to its headwaters.
Falls Run from its confluence with Stony
Creek 2.C mileo up13tre~m to its headwaters.
SECTION DESCRIPTION
Foltz Creek from its confluence with Stony
Creek 3 milco upotream to its headwaters.
Little Passage Creek from its confluence with
Passage Creek to the Strasburg Reservoir Dam.
Mill Creek from Mount Jackson to Route 720 -
3.5 miles
Mountain Run from its mouth at Passage Creek
to its headwaters.
Passage Creek from the U. S. Forest Service
line (in the vicinity of Blue Hole and
Buzzard Rock) 4 miles upstream.
Passage Creek from 29.6 miles above its
confluence with the North Fork Shenandoah
River 7.8 mileo upatream to its headwaters.
Peters Mill Run from the mouth to its
headwaters.
Shoemaker River from 612 at Hebron Church to
its iunction with Route 817 at the
Shoemaker's confluence with Slate Lick
Branch.
Natural Trout Waters in Section 6
Anderson Run (Shenandoah County) from 1.1
miles above its confluence with Stony Creek
3.1 mile13 upstream includinq all named and
unnamed tributaries.
Beech Li~k Run from its confluence with the
German River 1.1 milc13 upstream includinq all
named and unnamed tributaries.
Bible Run from its confluence with Little Dry
River to ito head\Jatero upstream includinq
all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SP. STDS.
ii
iv
iv
44-:i i v
iv
ii
ii
SEC. CLASS SP. STDS.
iv
iii
~
ii
iv
iv
.&...:i:..Z. iv
.&.:i:. :II:.
PAGE 74
SECTION DESCRIPTION
Camp Rader Run from its confluence with the
-German River 1.3 mile13 upstream includinq all
named and unnamed tributaries.
Carr Run from its confluence with Little Dry
River 2.5 milea upstream includinq all named
and unnamed tributaries.
Clay Lick Hollow from its confluence with
Carr Run to ita fleamtatera upstream including
all named and unnamed tributaries.
Gate Run from its confluence with Little Dry
River to ita fleQ~:atero upstream includinq
all named and unnamed tributaries. .
German River (Rockingham County) from its
-confluence with the North Fork Shenandoah
River (~t Route 820) to ita head\mtero
upstream includinq all named and unnamed
tributaries.
Laurel Run (Shenandoah County) from its
confluence with Stony Creek ~ ri7er mile 2.4
upstream including all named and unnamed
tributaries.
Little Stony Creek from its confluence with
Stony Creek to ito flea&.l~ter13 upstream
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
Marshall Run (Rockingham County) from 1.2
miles above its confluence with the North
Fork Shenandoah River 3.1 mileo upstream
includinq all named and unnamed tributaries.
Mine Run (Shenandoah County) from its
confluence with Passage Creek 3 mile13
upstream includinq all named and unnamed
tributaries.
reters Hill Run from the mouth to ito
head~mters .
Poplar Run (Shenandoah County) from its
confluence with Little Stony Creek 1 mile
upstream includinq all named and unnamed
tributaries.
Rattlesnake Run (Rockingham County) from its
confluence with Spruce Run 1.1 mile13 upstream
includinq all named and unnamed tributaries.
Root Run from its confluence with Marshall
Run 1.e milea upstream includinq all named
and unnamed tributaries.
Seventy Buck Lick Run from its confluence
with Carr Run l.5 mileo upstream includinq
all named and unnamed tributaries.
Ehoeffiakef Ri ":er from Route 612 at Hebron
Church to ita junction ..:ith Route S17 ~t the
Caoemaker' 0 confluence ..dth Clate Lick
Dranch.
. S,TATE I WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SP. STDS
iv
iv
iv
6a IV PWS
pH-6.5-9.5
V PWS
pH-6.5-9.5
.z..z...:t:. vi
6b IV PWS
pH-6.5-9.5
SEC. CLASS
V
***
v
VI
iii
ii
***
vi**
iii
SP. STDS.
PWS
pH-6.5-9.5
PWS
pH-6.5-9.5
PWS
pH-6.5-9.5
PAGE 75
SECTION DESCRIPTION
Sirks Run (Spring Run) from 1.3 miles above
its confluence with Crab Run 3 mileo upstream
includinq all named and unnamed tributaries.
Spruce Run (Rockingham County) from its
confluence with Capon Run 1.9 mileo upstream
includinq all named and unnamed tributaries.
Sumac Run from its confluence with the German
River 1.2 mileo upstream includinq all named
and unnamed tributaries.
Little Passage Creek from the Strasburg
Reservoir Dam upstream to its headwaters~
unless otherwise desiqnated in this
regulation.
Put and Take Trout Waters in Section 6a
Little Passage Creek from the Strasburg
Reservoir Dam upstream to its headwaters.
North Fork Shenandoah River and its
tributaries from the Winchester raw water
intake to a point 5 miles upstream (to
include Cedar Creek and its tributaries to
their headwaters) .
SECTION DESCRIPTION
Put and Take Trout Waters in Section 6b
Cedar Creek (Shenandoah County) from Route 55
(river mile 23.56) to the U. S. Forest
Service Boundary (river mile 32.0) -
approximately 7 miles.
Meadow Brook (Frederick County) from
its confluence with Cedar Creek 5 miles
upstream.
Natural Trout Waters in Section 6b
Cedar Creek (Shenandoah County) from the U.
S. Forest Service boundary (river mile 32.0)
near Route 600 to ita hea&l~tero upstream
includinq all named and unnamed tributaries.
Duck Run from its confluence with Cedar Creek
5.7 mileo upstream includinq all named and
unnamed tributaries.
Paddy Run (Frederick County) from the mouth
to ito hearniatero upstream includinq all
named and unnamed tributaries.
(Paddy Run (Frederick County) from its mouth
(0.0) to river mile 1.8.)
(Paddy Run (Frederick County) from river mile
1.8 to 8.1-6.3 miles.)
Sulphur Springs Gap (Shenandoah County) from
its confluence with Cedar Creek 1.9 miles
upstream.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SP. STDS.
6c IV PWS
pH-6.5-9.5
6d IV PWS
pH-6.5-9.5
6e
IV
PWS
pH-6.5-9.5
PWS
pH-6.5-9.5
6f
IV
6g
IV
pH-6.5-9~5
V
***
pH-6.5-9.5
SEC.
CLASS
VI
iv
SP. STDS.
pH-6.5-9.5
.:LZ...:i:. i v
6h
IV
PWS
pH-6.5-9.5
6i
IV
PWS
pH-6.5-9.5
6j
IV
PWS
pH-6.5-9.5
PAGE 76
SECTION DESCRIPTION
North Fork Shenandoah River and its
tributaries from Strasburg's raw water intake
to its confluence with Posey Hollow (Deep
Hollow Run) .
North Fork Shenandoah River and its
tributaries from Woodstock's raw water intake
(approximately 1/4 mile upstream of State
Route 609 bridge near Woodstock) to a point 5
miles upstream.
Smith Creek from New Market's raw water
intake to its headwaters.
North Fork Shenandoah River and its
tributaries from the Timberville Food Process
. dam to the confluence with the Shoemaker
River. .
Shoemaker River and its tributaries from
Slate Lick Run, and including Slate Lick Run,
to its headwaters.
Put and Take Trout Waters in Section 6g
Slate Lick Run from its confluence with the
Shoemaker River upstream to the 1500 foot
elevation.
SECTION DESCRIPTION
Natural Trout Waters in Section 6g
Long Run (Rockingham County) from its
confluence with the Shoemaker River to ita
hea&.~ater13 uDstream includinq all named and
unnamed tributaries.
Slate Lick Run from the 1500 foot elevation
upstream to ito nea&.:atera uDstream includinq
all named and unnamed tributaries.
Unnamed tributary of North Fork Shenandoah
River (on the western slope of Short Mountain
opposite Mt. Jackson) from the Town of Mt.
Jackson's raw water intake (north and east
dams) to its headwaters.
Little Sulfur Creek, Dan's Hollow and
Horns Gully (tributaries of the North Fork
Shenandoah River on the western slope of
Short Mountain opposite Mt. Jackson) which
serve as a water supply for the Town of
Edinburg, from the Edinburg intakes upstream
to their headwaters.
North Fork Shenandoah River and its
tributaries from the Town of Broadway's raw
water intake (just upstream of Linville
Creek's confluence with the North Fork
Shenandoah River) to a point 5 miles
upstream~
STATE' WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
. TEXT OF REGULATION
VR680-21-08.6 JAMES RIVER
SEC. CLASS SP. STDS.
1 II a,NEW-19
1a
1b
1c
1d
1e
SEC.
1f
19
Ih
1i '
1j
1k
11
1m
1n
III
NEW-19
II
a,NEW-19
III
NEW -19
II
a,NEW-19
III
NEW-19
CLASS
II
SP. STDS.
a,NEW-19
III
NEW-19
III
PWS,NEW-19
III
NEW-19
~
III
PWS,NEW-19
III
PWS,NEW-19
III
PWS,NEW-19
III
PWS,NEW-19
PAGE 77
BASIN (LOWER)
SECTION DESCRIPTION
James River and its tidal tributaries from
Old Point Comfort - Fort Wool to Barrets
Point (Buoy 64), except prohibited or spoil
areas, unless otherwise designated in this
regulation.
Free flowing or non-tidal portions of streams
in Section 1, unless otherwise designated in
this recrulation.
Eastern Branch of the Elizabeth River and
tidal portions of its tributaries from its
confluence with the Elizabeth River to the
end of tidal waters.
Free flowing portions of the Eastern Branch
of the Elizabeth River and its tributaries.
Southern Branch of the Elizabeth River from
its confluence with the Elizabeth River to
the lock at Great Bridge.
Free flowing portions of the Western Branch
of the Elizabeth River and of the Southern
Branch of the Elizabeth River from their
confluence with the Elizabeth River to the
lock at Great Bridge.
SECTION DESCRIPTION
Nansemond River and its tributaries from its
confluence with the James River to Suffolk
(dam at Lake Meade), unless otherwise
designated in this recrulation.
Shingle Creek from its confluence with the
Nansemond River to its headwaters in the
Dismal Swamp.
Lake Prince, Lake Burnt Mills and Western
Branch impoundments for Norfolk raw water
supply and Lake Kilby - Cahoon Pond, Lake
Meade and Lake Speight impoundments for
Portsmouth raw water supply and includinq all
tributaries to these impoundments.
Free flowing portions of the Pagan River and
its free flowing tributaries.
Chioel Run and ita tributarieo, except that
tributary into ~dlich Eaatern Dtate IIoopit~l
diBchargea, to their he~dT,lQtero. (Deleted)
Skiffes Creek Reservoir (Newport News water
impoundment) .
The Lone Star lakes and impoundments in the
City of Suffolk, Chuckatuck Creek watershed
which ~ serve as a water source for the
City of Suffolk.
The Lee NaIl rReservoir system, near Skiffes
Creek and the Warwick River, in the City of
Newport News.
Chuckatuck Creek and its tributaries from
Suffolk's raw water intake (at Godwin's
Millpond) to a point 5 miles upstream.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
VR680-21-08.7
PAGE 78
SEC.
2
CLASS
II
JAMES RIVER BASIN
(MIDDLE)
SP. STDS.
NEW-18,19
2a
II
PWS,NEW-18
2b
3
III
III
PWS,NEW-18
NEW-18,19
SEC. CLASS SP. STDS.
3a III PWS,NEW-18
3b III PWS,NEW-18
4 III m.NEW-18
4a III PWS,m,NEW-18
5 III m
6
III
~ NEW-2
6a
~
PWS
6b
III
SECTION DESCRIPTION
James River and its tidal tributaries from
Buoy 64 near Barrets Point upstream to the
fall line at Richmond, to include the
Chickahominy River and its tidal tributaries
from the mouth upstream to Walkers Dam and
the Appomattox River and its tidal
tributaries from the mouth upstream to the
head of tidal waters (approximately at the
Route 1/301 Bridge across the Appomattox),
unless otherwise designated in this
reaulation.
James River from City Point to a point 5
. miles above American Tobacco Company's raw
water intake and the Appomattox River and its
tidal tributaries from its mouth to 5 miles
upstream of Virginia-Ameri9an Water Company's
raw water intake.
Free flowing tributaries to Section 2a.
Free flowing tributaries of the James River
from Buoy 64 to Brandon and free flowing
tributaries of the Chickahominy River to
Walkers Dam, unless otherwise designated in
this reaulation.
SECTION DESCRIPTION
Diascund Creek and its tributaries from
Newport News' raw water intake dam to its
headwaters.
Little Creek Reservoir and its tributaries
from the City of Newport News impoundment dam
to 5 miles upstream of the raw water intake.
Chickahominy River and its tributaries from
Walkers Dam to Bottoms Bridge (Route 60
bridge), unless otherwise desianated.
Chickahominy River from Walkers Dam to a
point 5 miles upstream.
Chickahominy River and its tributaries,
unless otherwise designated in this
reaulation, from Bottoms Bridge (Route 60
bridge) to its headwaters.
Appomattox River from the head of tidal
waters, and free flowing tributaries to the
Appomattox River, to their headwaters, unless
otherwise designated in this reaulation.
C~lift Creek and its trihutaries from Colonial
IIeights' rau ~.-ater intake to a point SmileD
upotreum. (Deleted)
Swift Criek and its tributaries from the dam
at Pocahontas State Park upstream to
Chesterfield County's raw water impoundment
dam.
,
I .
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
'TEXT OF REGULATION
SEC.
6c
6d
6e
6f
6g
7
7a
CLASS
III
~
III
~
III
III
~
SEC. CLASS
8 III
9 III
9a
10
III
III
SP. STDS.
PWS
PWS
PWS.NEW-2
PWS
PWS
PWS
SP. STDS.
SR-9-
PWS,n
PWS,o
-sR--5 NEW - 3
PAGE 79
SECTION DESCRIPTION
Swift Creek and its tributaries from
Chesterfield County's raw water impoundment
dam to a point 5 miles upstream.
Taat portion of Oldtmm. Creek ~:ithin the
corporate limito of Colonial IIeighto.
(Deleted)
Appomattox River and its tributaries from -
Appomattox River Water Authority's raw water
intake located at the dam at Lake Chesdin to
the headwaters of the lake.
Buffalo Crecle from FanRville' 0 rar..r '.mter
intake to a point 5 mile13 upotream. (Deleted)
The Appomattox River and its tributaries from
Farmville's raw water intake (approximately
2.5 miles above the Route 15/45 bridge) to a
point 5 miles upstream.
Free flowing tributaries to the James River
from Brandon to the fall line at Richmond,
unless otherwise designated~ in this
requlation.
Fallin~ Creek and ito tributarieo from
Belhmod Defen3e General Cupply Center' 0 rmi
water intalte to a point 5 mileo above
Cheoterfield County' arm: r.mter intake.
(Deleted)
SECTION DESCRIPTION
James River and its tributaries from the low
water dam above 14th Street Bridge to
Richmond's raw water intake at Williams
Island Dam.
James River and its tributaries, unless
otherwise designated in this requlation, from
Richmond's raw water intake at Williams
Island Dam to a point 5 mileo above
Richmond' 0 raw ~#ater intake at Dooner DaHl
river mile 127.26 (at iatitude 37035'24";
lonqitude 77042'33") near public landinq
site. inclusive of Henrico Countv's raw water
intake (at latitude 37033'32"; lonqitude
77037' 16") and St. John's Hospital's raw
water intake (at latitude 37034' 33" ;
longitude 77040' 39") .
Tuckahoe Creek and its tributaries from its
confluence with the James River to its
headwaters.
James River and its tributaries from a point
5 miles above Richmond' 0 rmi ~mter intake at
Booher dam at latitude 37040'32"; lonqitude
77054'08'. to, and including the Rockfish
River, unless otherwise designated in this
requlation.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SP. STDS.
V
'*-*-":. vii
***
'*-*-":.
VI
ii
iii
'*-*-":.
iii
SEC. CLASS SP. STDS.
ii
ii
iv
ii
iv
iv
'*-*-":.
ii
PAGE 80
SECTION DESCRIPTION
Put and Take Trout Waters in Section 10
I~-/ Branch 1.5 mileo ~stream from the cfltirch
abo7e the junction of Route13 C2S ana ~14.
Lvnch River from the upper Route 810 crossing
near the intersection of Route 628 2.9 miles
upstream (to Ivv Creek) .
Rockfish Creek from its confluence with the
South Fork Rockfish River to its headwaters.
Ctony Creek from it13 confluence \dth the
Couth Fork Rockfiah Ri."er to ita head\fi1ter13.
Natural Trout Waters in Section 10
Doyles River ~from 6.4 miles above its
confluence with Moormans River above Browns
. Cove at Route 629~ 2.4 miles upstream
includinq all named and unnamed tributaries.
Fork Hollow from its confluence with Ivy
Creek 1.9.mile13 upstream includinq all named
and unnamed tributaries.
IVf Branch from Route 810 to ito hearn;atero.
Ivy Creek (Greene County) from its confluence
with the Lynch River 3.5 milee upstream
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
Jones Falls Run from its confluence with
Doyles River 1.1 mileo upstream includinq all
named and unnamed tributaries.
Little Stony Creek (Nelson County) from its
confluence with Stony Creek 1.3 milee
upstream includinq all named and unnamed
tributaries.
Mill Creek (Nelson County) from its
confluence with Goodwin Creek 2 mileo
upstream includinq all named and unnamed
tributaries.
Mutton Hollow from its confluence with Swift
Run 1.8 mileo upstream includinq all named
and unnamed tributaries.
Pauls Creek (Nelson County) from 1.3 miles
above its confluence with the North Fork
Rockfish River 2.3 mile13 upstream includinq
all named and unnamed tributaries.
Rodes Creek from its confluence with Goodwin
Creek 1.9 milec upstream includinq all named
and unnamed tributaries.
Couth For]!: Rockfioh River from ito confluence
\dth the Rockfich River to ito head....atero.
[Couth Fork Rocltfiah River from its
confluence with the Rockfi13h Ri..rer 8 mileo
upDtream~ ]
~South Fork Rockfish River from 8 miles above
its confluence with the Rockfish River ~
milep upstream includinq all named and
unnamed tributaries.~
STATE' WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC.
lOa
SEC.
lOb
10c
10d
10e
10f
109'
10h
10i
CLASS
ii
ii
.:i:..Z..Z.
4-H ii
III
CLASS
III
III
III
III
III
III
III
III
SP. STDS.
PWS
SP. STDS.
PWS
PWS
PWS
PWS,NEW-3
PWS, NEW-3
PWS,NEW-3
PAGE 81
SECTION DESCRIPTION
Spruce Creek (Nelson County) from 1.5 miles
above its confluence with the South Fork
Rockfish River 2.7 miles upstream including
all named and unnamed tributaries.
Stony Creek (Nelson County) from 1 mile above
its confluence with the South Fork Rockfish
River 7.S mile13 upstream includinq all named
and unnamed tributaries.
S~:ift Run from the Albemarle County line to
it13 head\.'atero.
[Sr..:ift Run from river mile 1.39 (at the
Albemarle County line) to river mile 1i.S.]
~Swift Run from 14.5 miles above its
confluence_ with the North Fork Rivanna River
3 mileo upstream includinq all named and
unnamed tributaries.~
James River and its tributaries from, and
including, Little River to 5 miles above
State Farm's raw water intake, including
Beaverdam and Courthouse Creeks, to their
headwaters.
SECTION DESCRIPTION
Deep Creek and its tributaries from St.
Emma's Military Academy's raw water intake to
a point 5 miles upstream.
Willis River and its tributaries within
Cumberland State Forest.
Johnson Creek above the To.m of SchuylerLs
(Nelson County Service Authoritv) raw water
intake to its headwaters.
Totier Creek and its tributaries from the
ScottsvilleLe (Rivanna Water and Sewer
Authoritv) raw water intake to their
headwaters (includinq the Reservoir) .
Powell Creek and its ~ributaries from its
confluence with the Rivanna River upstream to
their headwaters.
Beaver Creek and its tributaries above
AlbeR\~rle County Service Authority'o from the
Crozet (Rivanna Water and Sewer Authoritv)
raw water intake upstream to their headwaters
(includinq the Reservoir) .
Mechums River and its tributaries from
Charlotteoville'o the Rivanna Water and Sewer
Authoritv's raw water intake to a point 5
miles upstream.
Moormans River and its tributaries from
Charlotteoville'13 the Rivanna Water and Sewer
Authoritt's raw water intake to a point 5
miles upstream (including ~ Suqar Hollow
rReservoir) .
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC.
10j
SEC.
10k
101
10m
10n
100
lOp
10q
CLASS
VI
ii
ii
iii
III
CLASS
III
III
III
III
III
- III
III
SP. STDS.
PWS,NEW-3
SP. STDS.
PWS
PWS
PWS
PWS
PWS
PWS
PAGE 82 .
SECTION DESCRIPTION
Natural Trout Waters in Section 10i
North Fork Moormans River from its confluence
with Moormans River to ita heaffil~tcro
uDstream includina all named and unnamed
tributaries.
Pond Ridge Branch from its confluence with
the North Fork Moormans River 0.9 mile
upstream includina all named and unnamed
tributaries.
South Fork Moormans River from its confluence
with Moormans River to it13 hea~.:atero
uDstream includina all named and unnamed
tributaries.
South Fork Rivanna River and its tributaries
to their headwaters; except Ivy Creek, from
CharlotteB~ille'o the Rivanna Water and Sewer
Authority's South Fork Rivanna River Dam to
the confluence of the South Fork Rivanna
River and Moormans River, and Ivy Creek to a
point 5 miles above the dam.
SECTION DESCRIPTION
James River and its tributaries from Fork
Union Sanitary District's raw water intake
(just below the Route 15 bridge) to a point 5
miles upstream, including the Slate River to
a point 5 miles above the intake.
Lake Monticello in Fluvanna County.
Rivanna River and its tributaries from the
raw water intake for Lake Monticello (about
~ 2.76 miles above the Route 600 bridge in
Fluvanna County) to a point 5 miles upstream.
Ragged Mountain Reservoir (intake for the
City of Charlotte13ville'o Oboervatory Hill
Water Treatment rlant Rivanna Water and Sewer
Authority) including its tributaries to their
headwaters.
The North Fork Rivanna River and its
tributaries from the Rivanna Water and Sewer
Authority's raw water intake (approximately
1/4 mile upstream of the U. S. Route 29
bridge north of Charlottesville) to a point 5
miles upstream.
Troublesome Creek in Buckingham County from
the Department of Correction'c Buckinaham
County's raw water intake point at a flood
control dam south of the Route 631 bridge to
a point 5 miles upstream.
Allen Creek and its tributaries from the
Wintergreen ~ Mountain Village'S primary
raw water intake at Lake Monocan at latitude
37054'15": lonaitude 78052'10" to a point 5
mileo upstream at latitude. 37053' 5911 :
lonai tude 78053' 14 II .
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 83
SEC.
lOr
CLASS
III
SP. STDS.
PWS
SECTION DESCRIPTION
Stony Creek from the diversion structure at
latitude 37054'00": lonaitude 78053'47"to its
headwaters inclusive of the Stony Creek raw
water intake iust uDstream of the Peagy's
Pinch booster DumD station.
j;
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
VR680-21-08.8 JAMES RIVER BASIN
(UPPER)
SP. STDS.
SEC.
11
CLASS
III
v
vi
vi
vi
vi
***
VI
ii
SEC. CLASS
ii
SP. STDS.
ii
ii
ii
ii
ii
ii
ii
ii
PAGE 84.
SECTION DESCRIPTION
James River and its tributaries from, but not
including, the Rockfish River to, but not
including, the Maury River, unless otherwise
designated in this requlation.
Put and Take Trout Waters in Section 11
Dancing Creek from the junction of Routes 610
and 641 to its headwaters.
North Fork Buffalo River from its confluence
with the Buffalo River 1.8 miles upstream.
Pedlar River from the confluence of Enchanted'
Creek to Lynchburg's raw water intake.
-Terrapin Creek from its confluence with Otter
Creek to its headwaters.
Tve River from Tvro upstream to its
confluence with the South and North Fork Tve
Rivers.
Natural Trout Waters in Section 11
Big Branch from its confluence with the
Pedlar River to its headwatero upstream
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
Bluff Creek from its confluence with
Enchanted Creek to its hea&latero upstream
includinq all named and unnamed tributaries.
Browns Creek from its confluence with the
Pedlar River to i to head,.."atero upstream
includinq all named and unnamed tributaries.
Campbell Creek (Nelson County) from its
confluence with the Tye River 3.1 mileo
upstream includinq all named and unnamed
tributaries.
Cove Creek from its confluence with the North
Fork Buffalo River to itc hca&:ater13 upstream
includinq all named and unnamed tributaries.
Coxs Creek from its confluence with the Tye
River 2.8 mileo upstream includinq all named
and unnamed tributaries.
Crabtree Creek (Nelson County) from its
confluence with the South Fork Tye River ~
miles upstream includinq all named and
unnamed tributaries.
Crawlevs Creek from its confluence with the
Piney River upstream includinq all named and
unnamed tributaries.
Cub Creek (Nelson County) from 1.4 miles
above its confluence with the Tye River (in
the vicinity of Route 699), ~.e mileo
upstream includinq all named and unnamed
tributaries.
Davis Mill Creek from its confluence with the
Pedlar River to ito hea&.:atero upstream
includinq all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
'TEXT OF REGULATION
SEC. CLASS
ii
SP. STDS.
ii
ii
ii
ii
ii
ii
SEC. CLASS
ii
SP. STDS
ii
iii
ii
i
ii
ii
ii
.z..z.z.
PAGE 85
SECTION DESCRIPTION
Durham Run from its confluence with the North
Fork Tye River 1.G mileo upstream including
all named and unnamed tributaries.
Elk Pond Branch from its confluence with the
North Fork Piney River uostream includinq all
named and unnamed tributaries.
Enchanted Creek from its confluence with the
Pedlar River upstream to itc hearn:aterc
uostream includinq all named and unnamed
tributaries.
Georges Creek from its confluence with the
Little Piney River uostream includinq all
named and unnamed tributaries.
Greasv Sorinq Branch from its confluence with
the South Fork Piney River uostream includinq
all named and unnamed tributaries.
Harpers Creek from its confluence with the
Tye River 1.9 mileo upstream includinq all
named and unnamed tributaries.
Kinq Creek from its confluence with the
Little Piney River uostream includinq all
named and unnamed tributaries.
SECTION DESCRIPTION
Lady Slipper Run from its confluence with the
Pedlar River to ito he~&.iatero uostream
includinq all named and unnamed tributaries.
Little Cove Creek from its confluence with
the North Fork Buffalo River to ito
heu&.:atero uostream includinq all named and
unnamed tributaries.
Little Irish Creek from its confluence with
the Pedlar River to it13 neadwatero uostream
includinq all named and unnamed tributaries.
Little Piney River from river mile 0.80
uostream includinq all named and unnamed
tributaries. .
Louisa Sorinq Branch from its confluence with
the North Fork Piney River 1.6 miles
uostream.
Maidenhead Branch from its confluence with
the South Fork Tye River 1.1 milea upstream
including all named and unnamed tributaries.
Meadow Creek (Nelson County) from its
confluence with the South Fork Tye River ~
mileo upstream includinq all named and
unnamed tributaries.
Mill Creek (Nelson County) from its
confluence with the North Fork Tye River ~
mileo up~tream includinq all named and
unnamed tributaries.
P.Hll Creelt from itc confluence ~:ith the
rcdl~r River upctream to ito nea&.Jutero.
STATE WATER CONTROL BOARD
VR 680 - 21- 0 0 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
SP. STDS.
ii
~
ii
i
iii
SEC. CLASS
iii
SP. STDS
ii
iii
'*
ii
ii
ii
ii
PAGE 86
SECTION DESCRIPTION
Mill Creek (Nelson County) from its
confluence with the South Fork Tye River ~
miles upstream includinq all named and
unnamed tributaries.
Nicholson Run from its confluence with Lady
Slipper Run to ita heaffi~aters upstream
includinq all named and unnamed tributaries.
Norta ForJe Buffalo Ri.:er from its confluence
uith the Buffalo Riv'er upstream to ita
aeamlatera. .
[North Forlt: Buffalo Ri ""'er from ito confluence
'.:i th the Buffalo River 1.8 mile13 bl13strcam.]
~North Fork Buffalo. River from 1.8 miles
above its confluence with the Buffalo River 5
. mile13 upstream includinq all named and
unnamed.tributaries.~
North Fork Piney River from its confluence
with the Piney River upstream upstream
includinq all named and unnamed tributaries.
North Fork Thrashers Creek from its
confluence with Thrashers Creek to ito
hea~:atero upstream includinq all named and
unnamed tributaries.
North Fork Tye River from its confluence with
the Tye River upstream to its aea~#atera
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
(North Fork Tye River from its confluence
with the Tye River 1.6 miles upstream.)
(North Fork Tye River from 1.6 miles above
its confluence with the Tye River 8.3 miles
upstream. )
Pedlar River from 5 miles above Lynchburg's
raw water intake upstream to ito headwatera
includinq all named and unnamed tributaries.
riney Ri7er from a point S mileo asove the
former.ArRerican Cyanamia'a rau uater intake
upotream to its hcadr.iaters.
Piney River from river mile 13.3 upstream
includinq all named and unnamed tributaries.
Pompey Creek from its confluence with the
Little Piney River upstream includinq all
named and unnamed tributaries.
Reed Creek from the junction of Routes 764
and 638 upstream to ita aead\mter13 includinq
all named and unnamed tributaries.
Rocky Branch from its confluence with the
North Fork Buffalo River to it13 hea~.iaters
upstream includinq all named and unnamed
tributaries.
, ,
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
SP. STDS.
i
iii
ii
ii
ii
.:A:..Z...:I:.
SEC. CLASS
iii
SP. STDS.
ii
ii
11a III PWS
11b III PWS
11c ~ .pws.
- !~
-H
-H
-H
-H
-H
PAGE 87
SECTION DESCRIPTION
Rocky Run (Nelson County) from 1.6 miles
above its confluence with the Tye River ~
milea upstream includinq all named and
unnamed tributaries.
Shoe Creek (Nelson County) from its
confluence with Pinev River uostream
includinq all named and unnamed tributaries.
Silver Creek from its confluence with the Tye
River 1.9 milca upstream includinq all named
and unnamed tributaries.
South Fork Piney River from its confluence
with the Piney River uostream includinq all
named and unnamed tributaries.
South For~ Tye River from its confluence with
the Tye River 10.7 milca upstream including
all named and unnamed tributaries.
Statons Creek from its confluence with the
Pedlar River upstream to ita hearni~tcro
includinq all named and unnamed tributaries.
Tye River from Tyro up13trcam to ita
headwatero.
SECTION DESCRIPTION
Wheelers Run from its confluence with the
Pedlar River to ita nearnlatcra uostream
includinq all named and unnamed tributaries.
White Rock Creek (Nelson County) from its
confluence with the North Fork Tye River ~
milea upotream uostream includinq all named
and unnamed tributaries.
Wiggins Branch from its confluence with
Statons Creek to ito head'.I1~tcro uostream
includinq all named and unnamed tributaries.
Unnamed tributary to Williams Creek from
Sweet Briar College'S raw water intake to its
headwaters.
Buffalo River and its tributaries from
Amherst's raw water intake to a point 5 miles
upstream.
riney River and ita tributariea from the
forifter American Cy~nQ;mid Company' 0 awdliary
ra.: '.li:lter intake to 0. point SmileD up13tream.
Na~~ral Trout wa~ere in Section 11c
Crmde}"a Creek from ito confluence r.:ith the
riney River to ita hcarn.ater13.
Elk rond Branch from it13 confluencc '.lith the
North Forlc ri:aey Ri ~.rer 1. 7 mile13 upatream.
Ceor~ea Creek from ito confluence \dth. Little
riney River to ita head.latera.
Creaoy C~rin~ Branch from ita conflucnce with
the Douth Fork riney River to ito hearn:atero.
King Creek from ita confluence r.lith the
Little riney River to ita heammtero.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SP. STDS .
4:4-
~
~
~
4:4-
~
4:4-
11d III
11e III
SEC. CLASS SP. STDS.
11f
11g III PWS
11h
III
PWS
11i III PWS
V
vi
VI
ii
~
iii
PAGE 88 .
SECTION DESCRIPTION
Little riney Ri-."'er frem ita confluence \:ith
tne riney River to ita hea~.~atera.
Louil3a Sprin~ Branca from ita confluence \;rith
the North Forle riney River 1. e mileo
upstream.
Norta Fork riHey River from ita confluence
with the riney Ri~er 1.2 mileo upotream.
rincy River from tae former American
Cyanamid' 13 rQ.~i ~1ater intall::e to a point S
mileo up13tream.
rompoy Creek from ito confluence ,dth the
Little riHey Ri-.rer to ita head\#utero.
Choe Creek (Nelaon County) from ito
. confluence ..:ith rine)" Ri-."'er 4.9 mileo
upotreaRl.
Couth Fork riney River from ita confluence
~:ith riney River to ita hearnl7atero. (Deleted)
James River and its tributaries from a point
~ 0.25 mile above the confluence of the Tye
River to Six Mile Bridge.
James River and its tributaries, excluding
Blackwater Creek, from Six Mile Bridge to the
Business Route 29 Bridge in Lynchburg.
SECTION DESCRIPTION
(Deleted)
James River and its tributaries from the
Business Route 29 bridge in Lynchburg to
Reusens Dam to include the City of
Lynchburg's alternate raw water intake at the
Route 29 bridge and the Uadioon IIeighto'
Amherst County Service Authoritv's intake on
Harris and Graham Creeks.
James River and its tributaries, excluding
the Pedlar River, from Reusens Dam to Coleman
Dam, including the Eagle Eyrie raw water
intake on an unnamed tributary to Judith
Creek 1.0 mile from the confluence with
Judith Creek, to its headwaters, and also the
City of Lynchburg's raw water intake on the
James River at Abert.
Pedlar River and its tributaries from
Lynchburg's raw water intake to a point 5
miles upstream.
Put and Take Trout Waters in Section 11i
Pedlar River from Lvnchburo's raw water
intake to a point 5 miles upstream.
Natural Trout Waters in Section lli
Brown Mountain Creek from its confluence with
the Pedlar River to ita hea~.iaterc upstream
includino all named and unnamed tributaries.
redlar Ri'i."'er from LYflchhur~' f3 rem '..rater
intake to a point S milea upotreaffi.
Roberts Creek from its confluence with the
Pedlar River to i to head...atero upstream
includinq all named and unnamed tributaries.
PAGE 89
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
"TEXT OF REGULATION
SEC.
11j
CLASS
III
SP. STDS.
v
vi
vi
vi
vi
VI
iii
ii
SEC.
SP. STDS.
CLASS
iii
ii
~
11k
~
flWS
12
IV
V
vi
vi
vi
vi
SECTION DESCRIPTION
James River and its tributaries from the
Owens-Illinois raw water intake near Big
Island to, but not including, the Maury
River.
Put and Take Trout Waters in Section 11j
Battery Creek from its confluence with the
James River to its headwaters.
Cashaw Creek from its confluence with the
James River to its headwaters.
Otter Creek from its confluence with the
James River to a point 4.9 miles upstream.
Rockv Row Run from its confluence with the
James River to its headwaters.
Natural Trout Waters in Section 11j
Falling Rock Creek from its confluence with
Peters Creek to it13 head\J~tero upstream
includinq all named and unnamed tributaries.
Hunting Creek from a point 3.7 miles from its
confluence with the James River to ito
hea&#atero upstream includinq all named and
unnamed tributaries.
SECTION DESCRIPTION
Otter Creek from 4.9 miles above its
confluence with the James River to ito
heaa.r.Jatero upstream includinq all named and
unnamed tributaries.
Peters Creek from a point 0.2 mile above its
confluence with the James River 3 mileo
.upstream includinq all named and unnamed
tributaries.
Rocky RO\l Run from ita confluence '.:ith the
James River to the telegraph line ab07e
Cnouden.
Opoa13um Creek and ita tributarieo from the
Jameo Ri -.rer K01\. r;:a:.: "wiater intake 0.3 mile
from the confluence r.ifth the Jameo Ri ':er in
Campbell County upatream to their head~:atero.
(Deleted)
James River and its tributaries from the
Maury River to their headwaters, unless
otherwise designated in this requlation.
(The Maury River and its tributaries to their
headwaters have a special pH standard of
6.5-9.5 due to natural conditions) .
Put and Take Trout Waters in Section 12
Alum Creek from its confluence with Brattons
Creek 1.7 miles upstream.
Back Creek (Highland County) from 37.1 miles
above it~ confluence with the Jackson River
3.2 miles upstream.
Back Run from its confluence with the James
River 2.1 miles upstream.
Borden Creek from its confluence with Catawba
Creek to a point 1.7 miles upstream.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SP. STDS.
~ pH 6.5 9.5
v pH-6.5-9.5
v
vi
vi
vi
~
vi
vi
vi
SEC. CLASS
v
SP. STDS.
v
vi
***
vi
viii
***
vi
vi
PAGE 90,
SECTION DESCRIPTION
. Buffalo Creek (Roclwridge County) from the
junction wita Route 11, Horth '.5 mileo.
Buffalo Creek (Rockbridge County) from ~
the confluence with the Haur~.. River Colliers
Creek 3 miles upstream.
Bullpasture River from the junction of the
Cowpasture River and Route 678 to its
headwaters.
Cowpasture River (Highland County) from 75.4
miles above its confluence with the James
River 2.7 miles upstream.
Craig Creek from the confluence of Muddy
Branch to its headwaters.
. Crush Run from its confluence with Catawba
Creek to a point 2.8 miles upstream.
Baat Dry Branch from ita confluence \Jith the
Calfpaoture River to ito hea~.:atero.
Elk Creek from its mouth to 0.6 mile
upstream.
Elk Creek from 1.9 miles above its confluence
with the James River 1.2 miles upstream.
Ellis Run from its confluence with Back Creek
in Botetourt County to a point 1.6 miles
upstream.
SECTION DESCRIPTION
Falling Spring Creek from its confluence with
the Jackson River to its headwaters.
Jac]mon Ri yer from 1.8 mileo above Route J 9
to ita aca~iaterc, except from river mile
85.2 89.2 which i13 claGcified aa natural
trout waters.
~ackson River from ita junction with 1.8
miles above Route 39 (river mile 65.4) 12.2
miles upstream.~
~ackson River from 77.6 miles above its
confluence with the James River to ~
headr.,atero river mile 85.4, eJccluding ri...er
mile SS.' 89.2, which ia claaoified ao
natural trout watero.]
Jackson River from river mile 89.2 to
headwaters.
Jennings Creek from the Norfolk and Western
Railroad to the confluence of Yellowstone
Branch.
Jerrys Run from its confluence with Dunlap
Creek to its junction with Routes 60 and 782.
Johns Creek (RockDrid~e Craia County) from
the junction of Routes 632 and 658 to ~
head\Jatet'o Eliber Sorinas Branch.
Lees Creek from its confluence with Catawba
Creek to a point 2.0 miles upstream.
McFalls Creek from its confluence with
Jennings Creek to ~ point 2.8 milea upotream
its headwaters.
STATE.WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
, TEXT OF REGULATION
SEC. CLASS SP. STDS.
vi
ft
vi
vi
vi pH-6.5-9.5
viii
vi
v
SEC. CLASS SP. STDS.
***
v
v-
vi
vi
v
vi
vii
VI
iv
ii
PAGE 91
SECTION DESCRIPTION
Mill Creek (Bath County) from ~ 2.2 miles
above its confluence with the Calfpasture
River 12.2 milea upotream to its headwaters.
Hill Creek (Bath Coun.ty) from ita cenfluence
with the Jackl30n River (; mileo upl3tream.
Mill Creek from its confluence with Craig
Creek to a point 2.1 miles upstream (Craig.
County) .
Miller Branch from its confluence with Tygers
Creek to its headwaters.
North Buffalo Creek from its confluence with
Buffalo Creek 2.8 miles upstream.
Pads Creek from river mile 2.2 - 8.2 (6
miles), unless otherwise designated in this
recrulation'.
Pheasanty Run (Spring Run) from its
confluence with the Cowpasture River 0.7 mile
upstream.
Potts Creek from the junction of Route5-%&
and e1S to the Craig County Line 614 upstream
to Boilinq Sprinq.
SECTION DESCRIPTION
Potts Creek from the junction of Routea 311
an.d 18 Craiq Count v line to its headwaters.
Roaring Run from Route 615 to its headwaters.
Cmith Creek (Allegaany County Clifton Forge
City) from Interotate C1 2.1 milel3 upotream
(in the vicinity of the filtration plant) .
South Fork Pads Creek from its confluence
with Pads Creek approximately 4.1 mileo
upotre~m to its headwaters.
Spreading Spring Branch from its confluence
with the James River to the intersection of
Routes 635 and 630.
Sweet Springs Creek from its confluence with
Dunlap Creek to the West Virginia State line.
Trout Creek and all of its tributaries
(except Pickles Branch) from its confluence
with Craig Creek to their headwaters
(including the tributaries' headwaters).
Tygers Creek from its confluence with Dunlap
Creek to 0. point 2.7 mileo upl3tream its
headwaters.
Natural Trout Waters in Section 12
Als Run from its confluence with Jerrys Run
0.8 mile upstream includinq all named and
unnamed tributaries.
Back Creek from its confluence with the James
River ne~r Buchanan to ita head..Tater13
upstream includinq all named and unnamed
tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SP. STDS.
ii
ii
ii
ii
ii
ii pH-6.5-9.5
iv
SEC. CLASS SP. STDS.
iii
ii
ii
iii
iv
ii
iii
~ ii
***
PAGE 92
SECTION DESCRIPTION
Barbours Creek and all of its tributaries
from its confluence with Craig Creek to ita
hea~#atera upstream includinq all named and
unnamed tributaries.
Barney Run from its confluence with Mare Run
1 mile 'upstream includinq all named and
unnamed tributaries.
Bear Hole Run from its confluence with Dry
Run 1.7 milea upstream includinq all named
and unnamed tributaries.
Bear Loop Branch from its confluence with
Wilson Creek 0.6 mile upstream includinq all
named and unnamed tributaries.
. Beaver Run (Bath County) from its confluence
with Ba~k Creek 1.2 mileo upstream includinq
all named and unnamed tributaries.
Bennetts Run (Rockbridge County) from its
confluence with the Maury River 4.9 mileo
upstream includinq all named and unnamed
tributaries.
Benson Run from its confluence with the
Cowpasture River 6.3 mileo upstream includinq
all named and unnamed tributaries.
SECTION DESCRIPTION
Biggs Run from its confluence with Craig
Creek to its hcadwatero upstream includinq
all named and unnamed tributaries.
Big Laurel Branch from its confluence with
Johns Creek to ita heam:atera upstream
includinq all named and unnamed tributaries.
Big Lick Run from its confluence with Little
Back Creek 1.8 milcs upstream includinq all
named and unnamed tributaries.
Big Run from its confluence with Little Back
Creek 1.5 milea upstream includinq all named
and unnamed tributaries.
Black Run (Augusta County) from its
conLluence with Smith Creek 1.1 milea
upstream includinq all named and unnamed
tributaries.
Blue Spring Run from its confluence with
Potts Creek to ita aeaffi:atera upstream
includinq all named and unnamed tributaries.
Blue Suck Branch from its confluence with
Simpson Creek to its hea$fatera upstream
includinq all named and unnamed tributaries.
Brattons Run from ~ the confluence \dth the
Calfpaaturc River of Alum Creek to ito
heam:ateto upstream includinq all named and
unnamed tributaries.
Broad Run from its junction with Routes 311
and 618 to ito hea&latcro upstream includinq
all named and unnamed tributaries.
STATE 'WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
-TEXT OF REGULATION
SEC.
CLASS
.:.I:..:LZ.
SP. STDS.
pI! e. 5 9. 5
ii
ii
ii
***
ii
ii
SEC.
CLASS
iii
SP. STDS.
ii
pH-6.5-9.5
ii
.:.I:..:LZ. i i
ii
ii
ii.
ii
ii
iii
PAGE 93
SECTION DESCRIPTION
Calfpaoture Ri ...-er from ito junction ~lith
Routeo 250 and 715 to it13 head....aterr3.
Cascades Creek from its confluence with Cedar
Creek (Bath County) 1.6 milea upstream
includinq all named and unnamed tributaries.
Castle Run from its confluence with the
Jackson River 1.8 milea upstream includinq.
all named and unnamed tributaries.
Cast Steel Run from its confluence with Potts
Creek to ita headwatero u~stream includinq
all named and unnamed tributaries.
Cedar Creek from its confluence with the
Jackson River to its confluence with Hot
Springs Run.
Cedar Creek (Rockbridge County) from 6.4
miles above its confluence with the James
River 5.2 miles upstream includinq all named
and unnamed tributaries.
Chestnut Run from its confluence with
Jennings Creek to ito headwatero upstream
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
Christleys Run from its confluence with
Kempers Run to ita head~mtero upstream
includinq all named and unnamed tributaries.
Clayton Mill Creek from its confluence with
the Calfpasture River upstream to ito
hea~.:ater13 includinq all named and unnamed
tributaries.
Cornelius Creek from its confluence with
North Creek to it13 headwatera upstream
includinq all named and unnamed tributaries.
Cove Creek Branch from its confluence with
Craig Barbours Creek to i to bead'.i~tero
upstream includinq all named and unnamed
tributaries.
Cowardin Run from its 'confluence with Rowen
Run upstream includinq all named and unnamed
tributaries.
Crab Run from its confluence with the
Bullpasture River to ita head,mtero upstream
includinq all named and unnamed tributaries.
Crow Run from its confluence with Dunlap
Creek to ita headwatera upstream includinq
all named and unnamed tributaries.
Cub Run (Bath County) from its confluence
with Dry Run 1.3 milea upstream includinq all
named and unnamed tributaries.
Davis Run from Route 678 to ita head't,i~tero
upstream~includinq all named and unnamed
tributaries.
Downey Branch from its confluence with Blue
Suck Branch to ito headmltero upstream
includinq all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
SP. STDS.
.&.:i:..:E.
ii
ii
ii
ii
iv
SEC. CLASS
ii
SP. STDS.
***
iii
ii
ii
***
ii
iii
ii
ii
PAGE 94
SECTION DESCRIPTION
Dry Run (Bath County) from 1.5 miles above
its confluence with the Cowpasture River ~
miles upstream includinq all named and
unnamed tributaries.
Dunlap Creel!:: from tae Tmm of Crmm to i to
headr..'atera.
East Fork Elk Creek from 0.8 mile above its
confluence with Elk Creek 1.C mileo upstream
includinq all named and unnamed tributaries.
Eliber Springs Branch from its confluence
with Johns Creek to ito headwater13 upstream
includinq all named and unnamed tributaries.
Ewin Run from its confluence with Potts Creek
. to the West Virginia State line.
Fallingwater Creek from its confluence with
Jennings Creek to ito headr.;ater13 upstream
includinq all named and unnamed tributaries.
Ferrol Creek from its confluence with the
JameD River Little Calfpasture River 1.7
miles upstream includinq all named and
unnamed tributaries.
SECTION DESCRIPTION
Ford Run (Bath County) from its confluence
with Back Creek 1.2 milc13 upstream includinq
all named and unnamed tributaries.
Fridleys Branch from its confluence with the
Calfpasture River to itD heaffiiater13 upstream
includinq all named and unnamed tributaries.
Furnace Branch from its confluence with Craig
Creek to ito headr.iatero upstream includinq
all named and unnamed tributaries.
Gochenour Branch from its confluence with
Brattons Run 3.G milec upstream includinq all
named and unnamed tributaries.
Grannys Creek and all of ito tributariea from
its confluence with Johns Creek to their
hea~Jatera upstream includinq all named and
unnamed tributaries.
Guys Run (Bath County) from its confluence
with the Cowpasture River upstream to ito
head\iatera includinq all named and unnamed
tributaries.
Guys Run (Rockbridge County) from its
confluence with the Calfpasture River (at
Camp Virginia, Route 39) 1.8 milea upstream
includinq all named and. unnamed tributaries.
Hays Creek from its confluence with Potts
Creek to ito hea&;atero upstream includinq
all namee and unnamed tributaries.
Hidden Valley Spring from its confluence with
the Jackson River 1.1 miles upstream.
Hipes Branch from its confluence with Craig
Creek to ito head".mtero upstream includino
all named and unnamed tributaries.
. STATE WATER CONTROL BOARD
VR 68u-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
***
SP. STDS.
ii
ii
iv
***
iv
ii
SEC. CLASS
ii
SP. STDS.
ii
ii
ii
ii
iv
ii
ii
***
PAGE 95
SECTION DESCRIPTION
Hypes Creek from Route 696 to ita heaEir.J'atero
uostream includinq all named and unnamed
tributaries.
Jackson River from river mile 85.4 to river
mile 89.2. _
Jennings Creek from the confluence of
Yellowstone Branch to ito hca~.:atcr13 uostream
includinq all named and unnamed tributaries.
Jerkemtight Branch from its confluence with
the Calfpasture River to ita hcaffiiatero
uostream includinq all named and unnamed
tributaries.
Jerrys Run from its junction with Routes 60
and 782 to ito heachlatero uostream includinq
all named and unnamed tributaries.
Jerrys Run- (Augusta County) from its
confluence with Ramseys Draft to ita
headwutero uostream includinq all named and
unnamed tributaries.
Johns Creek and all of ita tributaries from
the confluence of Eliber Springs Branch ~
their head~latero uostream includinq all named
and unnamed tributaries.
SECTION DESCRIPTION
Jordan Run (Bath County) from its confluence
with Thompson Creek ~.8 mileo upstream
includinq all named and unnamed tributaries.
Karnes Creek from a point 1.4 miles upstream
of its confluence with the Jackson River ~
ita he~d~iatero uostream includinq all named
and unnamed tributaries.
Kelly Run (Bath County) from its confluence
with the Jackson River 1.2 mileo upstream
includinq all named and unnamed tributaries.
Kelso Spring Branch from its confluence with
the Little Calfpasture River 1.3 miles
upstream. .
Laurel Run (Bath County) from its confluence
with Dry Run 1.S mile13 upstream includinq all
named and unnamed tributaries.
Left Prong Ramseys Draft from its confluence
with Ramseys Draft 1.9 mileo upstream
includinq all named and unnamed tributaries.
Left Prong Wilson Creek from its confluence
with Wilson Creek 2.8 milea upstream
includinq all named and unnamed tributaries.
Lick Block Run from its confluence with the
Left Prong Wilson Creek 1.2 mile13 upstream
includinq all named and unnamed tributaries.
Lick Braach from its confluence with Craig
Creek to it13 hca~.iater13 uostream includinq
all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
SP. STDS.
ii
iv
ii
ii
ii
ii
SEC. CLASS SP. STDS.
iii
ii
ii
ii
iii
ii
.z..z.:A:.
i
iii
ii
PAGE 96
SECTION DESCRIPTION
Lick Run (Bath County) from 3.3 miles above
its confluence with Stuart Run 3.3 miles
upstream.
Little Back Creek (Bath County) from Route
600 to ita heaffi:atera uostream includinq all
named and unnamed tributaries.
Little Calfpasture River from 17.2 miles
above its confluence with the Maury River ~
milea upstream includinq all named and
unnamed tributaries.
Little Crow Run from its confluence with Crow
Run to ita heam:atera uostream includinq all
named and unnamed tributaries.
. Little Mill Creek (Bath County) from its
confluence with Mill Creek i.9 mile13 upstream
includinq all named and unnamed tributaries.
Little Wilson Creek (from 1 mile above its
confluence with Mill Creek) 3.9 milea
upstream includinq all named and unnamed
tributaries.
Long Spring Run from its confluence with
Little Back Creek 1 mile upstream includinq
all named and unnamed tributaries.
SECTION DESCRIPTION
Lowry Run from 0.2 mile above its confluence
with the Maury River 2.i milea upstream
includinq all named and unnamed tributaries.
Madison Creek from Route 682 to ita
head~iaterc uostream includinq all named and
unnamed tributaries.
Mare Run from its junction with Route 39 at
Bath Alum to ita aeam:atero uostream
includinq all named and unnamed tributaries.
Meadow Creek from its confluence with Craig
Creek to ita heaffiiatera uostream includinq
all named and unnamed tributaries.
Middle Creek from its confluence with
Jennings Creek to ita hea~:atero uostream
includinq all named and unnamed tributaries.
Mill Branch from its confluence with Potts
Creek to ita head~\'atera upstream includinq
all named and unnamed tributaries.
~~ill Cree][ (Bath Co.) from ita confluence
'ttdth the Calfpaoture River to Route 39.
Mill Creek (Bath County) from its confluence
with the Cowpasture River 3.2 miles upstream.
Mill Creek from Rebecca Furnace to ita
hea&.:atera uostream includinq all named and
unnamed .ributaries.
Mill Creek from its confluence with Craig
Creek near Webbs Mill in Craig County to ito
heamiater13 uostream includinq all named and
unnamed tributaries.
STATE'WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
SP. STDS.
ii
ii
ii
ii
ii
ii
SEC. CLASS
ii
SP. STDS.
ii
iii
ii
ii
iii
iii
ii
ii
PAGE 97
SECTION DESCRIPTION
Mill Creek (Bath Countv) from its confluence
with the Jackson River (Lake Moomaw) upstream
includinq all named and unnamed tributaries.
Mill Run (Highland County) from its
confluence with the Bullpasture River 0.5
mile upstream.
Muddy Run (Bath County) from its confluence
with the Jackson River to ito ae~dwatero
upstream includinq all named and unnamed
tributaries.
Nelse Branch from its confluence with Mill
Branch to ita ae~rn\atcro u?stream includinq
all named and unnamed tributaries.
North Branch Simpson Creek from its
confluence- with Simpson Creek to ito
hea.d\latero upstream includinq all named and
unnamed tributaries.
North Creek from its confluence with Jennings
Creek to ito neamlatero upstream includinq
all named and unnamed tributaries.
Paint Bank Branch from its confluence with
Potts Creek to ito hcad~~atero upstream
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
Panther Run from its confluence with Mare Run
1.3 mileo upstream includinq all named and
unnamed tributaries.
Paxton Branch from its confluence with Johns
Creek to ito hcamiatcro upstream including
all named and unnamed tributaries.
Pedlar Gap Run from 1 mile above its
confluence with the Maury River 2.G mileo
upstream includinq all named and unnamed
tributaries.
Pickles Branch (a tributary to Trout Creek)
from its mouth (1 mile upstrea~ including
all named and unnamed tributaries.
Piney Branch (Rockbridge County) from its
confluence with Guys Run 1.5 mileo upstream
includinq all named and unnamed tributaries.
Poplar Cove Run from its confluence with
Lowry Run apprOJdmatcly 2 mileo upstream
includinq all named and unnamed tributaries.
Porters Mill Creek from its confluence with
Mill Creek 2.3 mile13 upstream includinq all
named and unnamed tributaries.
Pounding Mill Creek from its confluence with
the Jackson River to it13 hcadr.:atero upstream
includin6 all named and unnamed tributaries.
Purgatory Creek from its confluence with the
James River to it13 hea&#atero upstream
includinq all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
iv
SP. STDS.
ii
iv
ii
ii
ii
ii
SEC. CLASS SP. STDS.
ii
ii
ii
iii
iii
ii
ii
ii
ii
iv
iii
PAGE 98
SECTION DESCRIPTION
Ramseys Draft from its confluence with the
Calfpasture River to ita hca&.iater13 upstream
includina all named and unnamed tributaries.
Reservoir Hollow from 0.7 mile above its
confluence with Indian Gap Run 1.7 mileo
upstream includina all named and unnamed
tributaries.
Right Prong Ramseys Draft from its confluence
with Ramseys Draft 1.9 milc13 upstream
includina all named and unnamed tributaries.
Rocky Creek from its confluence with Ramseys
Draft 1.9 milea upstream includinq all named
and unnamed tributaries.
. Rocky Run (Bath County) from its confluence
with the Jackson River 2.1 milea upstream
includinq all named and unnamed tributaries.
Rowan Run from its confluence with the
Jackson River 4.e milea up13tream to the
confluence with Cowardin Run.
Sawmill Run (Bath County) from its confluence
with Back Creek 1.5 mileo upstream includinq
all named and unnamed tributaries.
SECTION DESCRIPTION
Shawvers Run from its confluence with Potts
Creek to ita headwatera upstream includina
all named and unnamed tributaries.
Simpson Creek from the junction of Route 776
and U. S. Route 60 to ita aoadwatera upstream
includina all named and unnamed tributaries.
Sinking Creek from Route 697 to it13
hea~JaterG upstream includinq all named and
unnamed tributaries.
Smith Branch from its confluence with Mill
Creek to ita hcamiaterc upstream includinq
all named and unnamed tributaries.
Smith Creek (Alleghany-Clifton Forge City)
from Interstate 64, 2.4 miles upstream.
Snake Run from its confluence with Dunlap
Creek to ita hea~.iatera upstream including
all named and unnamed tributaries.
South Buffalo Creek from its confluence with
Buffalo Creek 12.6 mileo upstream includina
all named and unnamed tributaries.
Spring Branch (Bath County) from its
confluence with Mill Creek 0.8 mile upstream.
Spring Run (Bath County) from its confluence
with Back Creek 1.8 milco upstream includina
all named and unnamed tributaries.
Still Run from its confluence with the
Calfpasture River 2.7 mileo upstream
includina all named and unnamed tributaries.
Stony Run from its confluence with Craig
Creek to ito hea&~atero upstream includinq
all named and unnamed tributaries.
'll
ST~TE vlATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
ii
H-
ii
iii
ii
12a IV
SEC. CLASS
V
***
***
v
VI
iv
ii
ii
ii
iii
i
SP. STDS.
SR-4
pH-6.5-9.5
SP. STDS.
pH-6.5-9.5
pH-6.5-9.5
PAGE 99
SECTION DESCRIPTION
Trout Run from its confluence with Sinking
Creek to ito hea&.~atero upstream includinq
all named and unnamed tributaries.
Unnamed tributary to Brattons Run 0.7 mile
above the confluence of Gochenour Branch from
its mouth upstream includinq all named and
unnamed tributaries.
Unnamea tributary to Ca13cadeo Creek (Dath .
County) froffi it13 confluence to ito
headuatero.
Valley Branch from its confluence with Potts
Creek to ito he~&.iatero upstream includinq
all named and unnamed tributaries.
Wildcat Hollow from its confluence with
Little Back Creek 1.1 mileo upstream
includinq all named and unnamed tributaries.
Wilson Creek (Bath County) within Douthat
State Park (river mile 8.4) to ita headr..:~tero
upstream includinq all named and unnamed
tributaries.
Maury River and its tributaries, unless
otherwise designated in this requlation, from
U. S. Route 60 bridge to its confluence with
the Little Calfpasture River.
SECTION DESCRIPTION
Put and Take Trout Waters in Section 12a
Hays Creek from its confluence with the Maury
River to Brownsburg (9.5 miles) .
Irish Creek from its confluence with the
South River to ito he~d.mtero, eJccept from
river mile 8.9 15.9 ~hich io cl~ooified ~o
n~tural trout '.mtera.
Marlbrook Creek from its confluence with the
South River 2.2 miles upstream.
Natural Trout Waters in Section 12a
Big Bend Creek from its confluence with Irish
Creek 1.6 mileo upstream includinq all named
and unnamed tributaries.
Big Marys Creek from its confluence with the
South River to ito headr.:u.tero upstream
includinq all named and unnamed tributaries.
Chimney Branch from its confluence with Saint
Marys River 1.5 mileo upstream includinq all
named and unnamed tributaries.
Hogback Creek from its confluence with Saint
Marys River 0.9 mile upstream includinq all
named and unnamed tributaries.
Irish Creek from river mile 8.9 to river mile
~ ups~ream includinq all named and unnamed
tributaries.
Laurel Run from its confluence with the Maury
River to ito head'.mtero (2 mileo) upstream
includinq all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC.
SEC.
12b
12c
12d
12e
12f
CLASS
ii
***
ii
ii
ii
ii
iv
CLASS
ii
i
ii
ii
ii
IV
tv
IV
IV
IV
SP. STDS.
SP. STDS.
BR-4-
PWS
pH-6.5-9.5
PWS
PWS
PWS
PAGE 100
SECTION DESCRIPTION
Little Marys Creek from its confluence with
the South River 2.e mileo upstream including
all named and unnamed tributaries.
Mill Creek from its confluence with the Maury
River at Lexington to ita heaffi/aters upstream
includinq.all named and unnamed tributaries.
Mine Bank Creek from its confluence with
Saint Marys River G.9 mile upstream including
all named and unnamed tributaries.
Nettle Creek from its confluence with Irish
Creek 3.2 miles upstream includinq all named
and unnamed tributaries.
Nettle Spring Branch from its confluence with
.Nettle Creek 1.9 mileo upstream includinq all
named and unnamed tributaries.
North Fork Spy Run from its confluence with
Spy Run 1.2 milcc upstream includinq all
named and unnamed tributaries.
Rock Branch from its confluence with Irish
Creek 1.2 mileo upstream includinq all named
and unnamed tributaries.
SECTION DESCRIPTION
Saint Marys River from its confluence with
the South River to ita flcaffiiatero upstream
includinq all named and unnamed tributaries.
(Saint Marys River from its confluence with
the South River 3.6 miles upstream.)
. (Saint Marys River from 3.6 miles above its
confluence with the South River 5.6 miles
upstream. )
Spy Run from its confluence with the South
River 3.2 milec upstream includinq all named
and unnamed tributaries.
Sugartree Branch from its confluence with
Saint Marys River 1.4 miles upstream
includinq all named and unnamed tributaries.
Wigwam Creek from its confluence with Nettle
Creek 1.9mileo upstream includinq all named
and unnamed tributaries.
Maury River and its tributaries from
Lexington's raw water intake to a point 5
miles upstream.
Black Run from Craigsville's raw water intake
to its headwaters.
Moores Creek located on Brushy Mountain.
Cowpasture River from the Alleghany-Botetourt
County line upstream to U. S. Route 60
bridge.
Smith Creek and Clifton Forge Reservoir from
Clifton Forge's raw water intake to their
headwaters.
STATE 'WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
VI
ii
ii
12g IV
12h IV
12i IV
12j IV
V
SEC. CLASS
12k IV
121 IV
12m IV
SP. STDS.
PWS
PWS
PWS
PWS
PWS
SP. STDS.
PWS
PWS
PWS
PAGE 101
SECTION DESCRIPTION
Natural Trout Waters in Section 12f
Piney Branch from its confluence with Smith
Creek to ita heamiaterc upstream including
all named and unnamed tributaries.
Smith Creek (Alleghany County) from 4 miles
north of Clifton Forge near Route 606 (at the
stream gage upstream of the filtration plant)
to ita heu~iatero upstream includinq all
named and unnamed tributaries.
Mill Branch and its tributaries located on
Horse Mountain.
Potts Creek and its tributaries from
Hercules, Inc.'s raw water intake to a point
5 miles upstream.
Dunlap Creek and its tributaries from the
Covington Boys Home raw water intake to a
point 5 miles upstream.
Jackson River and its tributaries from
Covington's raw water intake to a point 5
miles upstream.
Put and Take Trout Waters in Section 12;
Jackson River from the confluence of Dunlap
Creek to the Gathriqht Dam.
SECTION DESCRIPTION
Roaring Run above Clearwater Park's raw water
intake to its headwaters.
Catawba Creek and its tributaries from the
City of Roanoke's raw water intake 0.1 mile
upstream from its confluence with Buchanan
Branch to a point 5 miles upstream.
Unnamed tributary to Catawba Creek from the
Catawba State Hospital's raw water intake
(approximately 1,000 feet north of the
Hospital's main building), upstream to its
headwaters.
j;
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 102
VR680-21-08.9 RAPPAHANNOCK RIVER BASIN
SEC. CLASS SP. STDS. SECTION DESCRIPTION
1
II
a,NEW-15.16
1a
II
NEW-16
2
III
NEW-15.16
3
III
q
3a
III
PWS,q
SEC.
'4
CLASS
III
SP. STDS.
q. NEW-15
v
***
q
***
***
***
VI
ii
q
ii
ii
i
Rappahannock River and the tidal portions of
its tributaries from Stingray and Windmill
Points to Route 1 Alternate Bridge at
Fredericksburg.
Hoskins Creek from the confluence with the
Rappahannock River to its tidal headwaters.
Free flowing tributaries of the Rappahannock
from Stingray and Windmill Points upstream to
Blandfield Point, unless otherwise designated
in this reoulation.
The Rappahannock River from the Route 1
Alternate Bridge at Fredericksburg upstream to
ito headr.,ratero, unleoo otneniioe deoi~natcd
the low dam water intake at Waterloo (Fauquier
County) .
The main stem of the Rappahannock River from
the propooed low'dam water intake at Waterloo,
Fauquier County, to the headwaters of the
Rappahannock River.
SECTION DESCRIPTION
Free flowing tributaries of the Rappahannock
from Blandfield Point to its headwaters,
unless otherwise designated in this
reoulation.
Put and Take Trout Waters in Section 4
Huqhes River (Madison County) from Route 231
upstream to the upper crossinq of Route 707
near the confluence of Rockv Run.
Robinson River from ita confluence '.lith the
Rapidan River Route 231 to ito hea&.iatero,
unleoo otheniiae deoignated river mile 26.7.
Rose River from its confluence with the
Robinson River 2.6 miles upstream.
South River from 5 miles above its confluence
with the Rapidan River 3.9 miles upstream.
Natural Trout Waters in Section 4
Berry Hollow from its confluence with the
Robinson River to ito headr.:atero upstream
includinq all named and unnamed tributaries.
Bolton Branch from 1.7 .miles above its
confluence with Hittles Mill Stream 2.1 mileo
upstream includinq all named and unnamed
tributaries.
Broad Hollow Run from its confluence with
Hazel ~ River 1.9 mileo upstream includinq
all named and unnamed tributaries.
Brokenback Run from its confluence with the
Hughes River to ito hea&..atero upstream
includinq all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SP. STDS.
i
i
i
ii
i
SEC. CLASS SP. STDS.
iii
.:4:...Z...:&.
~ iii
ii
ii
ii
i
iii
PAGE 103
SECTION DESCRIPTION
Bush Mountain Stream from its confluence with
the Conway River 0.9 mile upstream including
all named and unnamed tributaries.
Cedar Run (Madison County) from 0.8 mile above
its confluence with the Robinson River ~
~ upstream includinq all named and unnamed
tributaries.
Conway River (Greene County) from the Town of
Fletcher to ito hea~iatero uDstream includinq
all named and unnamed tributaries.
Dark Hollow from its confluence with the Rose
River 1 mile upstream includinq all named and
unnamed tributaries.
Devils Ditch from its confluence with the
Conway River to ito he;1d'llmtero upstream
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
Entry Run from its confluence with the South
River ~ milea upstream includinq all named and
unnamed tributaries.
Carth Run from it13 conflucncc ~lith thc Rapid~n
Ri7er to ito he~d'lli~ter13.
[Carth Run from ito confluence ,lith the
Rapiclan River 1.9 mileo upotrcam at the Route
665 croooing.]
fGarth Run from 1.9 miles above its confluence
with the Rapidan River at the Route 665
crossing ~.5 mileo upstream includinq all
named and unnamed tributaries.~
Hannah Run from its confluence with the Hughes
River 2 miles upstream includinq all named and
unnamed tributaries.
Hazel River (Rappahannock County) from 38.6
miles above its confluence with the
Rappahannock River C mileo upstream includinq
all named and unnamed tributaries.
Hogcamp Branch from its confluence with the
Rose River 2.5 mileo upstream includinq all
named and unnamed tributaries.
Hughes River (Madison County) from the upper
crossinq of Route ~ 707 near the confluence
of Rockv Run to ita heafr.iatero upstream
includinq all named and unnamed tributaries.
Indian Run (Rappahannock County) from 3.4
miles above its confluence with the Jordan
River 3.9~milcc upstream includinq all named
and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
SP. STDS.
iii
ii
ii
ii
SEC. CLASS
-*-*.:l:.
SP. STDS.
-ii
-*-*.:l:.
ii
ii
ii
i
ii
i
PAGE 104
SECTION DESCRIPTION
Jordan River (Rappahannock County) from 10.9
miles above its confluence with the
Rappahannock River 3.9 mile13 upstream
includinq all named and unnamed tributaries.
Kinsey Run from its confluence with the
Rapidan River 2.1 milec upstream includinq all
named and unnamed tributaries.
Laurel Prong from its confluence with the
Rapidan River 1.1 milea upstream includinq all'
named and unnamed tributaries.
Mill Prong from its confluence with the
Rapidan River 1 mile upstream includinq all
named and unnamed tributaries.
Negro Run (Madison Countv) from its confluence
with the Robinson River 1.1 mileo upstream
includinq all named and unnamed tributaries.
North For]e Thornton Ri9Jer from ito confluence
..dth the Thornton River to itD heackl~tero.
SECTION DESCRIPTION
[!lorth Fork Thornton Ri9y~er from ita confluence
'lith the Thornton River 3.2 mileo l:lpctrcam.]
~North Fork Thornton River from 3.2 miles
above its confluence with the Thornton River
S.S mileo upstream includinq all named and
unnamed tributaries.~
Piney BrancR from ita confluence ~:ith the
Thornton River to ito headimtera.
Piney River (Rappahannock County) from 0.8
mile above its confluence with the North Fork
Thornton River 6.4 mileo upstream includinq
all named and unnamed tributaries.
Pocosin Hollow from its confluence with the
Conway River to ita heaffi;ater13 uDstream
includinq all named and unnamed tributaries.
Ragged Run from 0.6 mile above its confluence
with Popham Run 1.9 mileo upstream includinq
all named and unnamed tributaries.
Rapidan River from Graves Mill (Route 615) ~
ita heamiaterc uDstream includinq all named
and unnamed tributaries.
Robinoon River (Uadiaon County) from ito
confluence uita the RoDe River to ita
headwatero.
~Robinson River (Madison County) from ~
confluence ~ith the Roce River at river mile
26.7 3 Mileo upotream to river mile 29.7.~
~Robinson River (Madison County) from river
mile 29.7 to river mile 32.8 3.1 mileo
upstream includinq all named and unnamed
tributaries.~
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
i
SP. STDS.
iv
ii
.z..:t:..z.
ii
SEC. CLASS
ii
SP. STDS.
i
ii
iii
.z..:t:..z. ii
4a
4b III PWS,q
4c III PWS,q
4d III q
4e III PWS,q
4f III q
4g III q
4h
4i III PWS,q
4j VI PWS,q
PAGE 105
SECTION DESCRIPTION
Rose River from ito confluence ~dth the
Robinoon River to it13 hea~~atero river mile
2.6 upstream includinq all named and unnamed
tributaries.
Rush River (Rappahannock County) from the
confluence of Big Devil Stairs (approximate
river mile 10.2) to 2 mileo upstream includinq
all named and unnamed tributaries.
Sams Run from its confluence with the Hazel
River O.S ffiileo upstream includinq all named
and unnamed tributaries.
South Ri7er froffi ita confluence with the
Rapid~n River to ito hearnJatero.
[Couta Ri7er frOffi ita confluence '.:ith the
R~pidan River 8.9 mileo upotream.]
~South River from 8.9 miles above its
confluence with the Rapidan River ~.8 mileo
upstream includinq all named and unnamed
tributaries.
SECTION DESCRIPTION
Sprucepine Branch from its confluence with
Bearwallow Creek 1.7 mileo upstream includinq
all named and unnamed tributaries.
Staunton River (Madison County) from its
confluence with the Rapidan River 3.5 mileo
upstream includinq all named and unnamed
tributaries.
Strother Run from its confluence with the Rose
River 2.3 mileo upstream includinq all named
and unnamed tributaries.
Thornton River (Rappahannock County) from 25.7
miles above its confluence with the Hazel
River 2.5 ffiileo upstream includinq all named
and unnamed tributaries.
Wilson Run from its confluence with the
Staunton River to ita aeaffilatcro upstream
includinq all named and unnamed tributaries.
(Deleted)
The Rappahannock River and its tributaries, to
include the VEPCO Canal, from Fredericksburg's
raw water intake to a point 5 miles upstream.
Motts Run and its tributaries.
Horsepen Run and its tributaries.
Hunting Run and its tributaries.
Wilderness Run and its tributaries.
Deep Run and its tributaries.
(Deleted) ~
Mountain Run from Culpeper's raw water intake
to its headwaters.
White Oak Run from the Town of Madison's raw
water intake upstream to its headwaters.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 106
SEC. CLASS
4k III
SP. STDS.
PWS,q
PWS,q
SECTION DESCRIPTION
Rapidan River from Orange's raw water intake
upstream 5 miles.
Rapidan River and its tributaries from the
Rapidan Service Authority's raw water intake
(just upstream of the Route 29 bridge)
upstream to a point 5 miles above the intake.
Rapidan River and its tributaries from the
Wilderness Shores raw water intake (Oranqe
County - Rapidan Service Authoritv) to a point ,
5 miles upstream.
41 III
4m III
PWS,q
j;
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
VR680-21-08.10
SEC. CLASS
1 III
1a III
2 III
2a III
2b III
SEC. CLASS
2c III
2d IIi
2e \ III
2f III
~ III
3 III
ROANOKE
Roanoke
SP. STDS.
PWS
s
PWS
PWS
SP. STDS.
flW.S
PWS
PWS
PWS
PWS
PAGE 107
RIVER BASIN
River Subbasin
SECTION DESCRIPTION
Lake Gaston and the John Kerr Reservoir in
Virginia and their tributaries in Virginia, _
unless otherwise designated in this reaulation
(not including the Roanoke or the Dan Rivers) .
The Baskerville Correctional Unit's water
supply intake is in this section.
Dockery Creek and its tributaries to their
headwaters.
Dan River and its tributaries from the John
Kerr Reservoir to the Virginia-North Carolina
State line just east of the
Pittsylvania-Halifax County line, unless
otherwise designated in this reaulation.
Dan River from South Boston's raw water intake
upstream to Paces (below Route 658 bridge) .
Banister River and its tributaries from
Burlington Industries' raw water intake (about
2000 feet downstream of Route 360) to a point
5 milea upC3tream above IIalifaJc' C3 rQ.\l ".mter
impoundment dam the Pittsylvania/Halifax
Count v Line.
SECTION DESCRIPTION
Banister River and its tributaries from 5
ftIileo above IIalifaJc' 0 rar.i ~\'ater impoundment
eam the Pittsylvania/Halifax County Line
upstream to a point below its confluence with
Bearskin Creek (at latitude 36046'15";
lonaitude 79027'08") iust east of Route 703.
their hearnfatcrC3, unless otherwise designated
in this reaulation.
Cherrystone Creek from 'Chatham's raw water
intake upstream to its headwaters.
Georges Creek from Gretna's raw water intake
upstream to its headwaters.
Banister River and its tributaries from point
below its confluence with Bearskin Creek (at
latitude 36046' 15" ; lonaitude 79027' 08") iust
east of Route 703. upstream to their
headwaters.
Whitethorn Creek and its tributaries from its
confluence with Georaes Creek upstream to
their headwaters.
Dan River and its tributaries from the
Virginia-North Carolina State line just east
of the Pittsylvania-Halifax County line
upstream to the State line just east of
Draper, N. C., unless otherwise designated in
this reaulation.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC.
3a
CLASS
III
Spy STDS.
PWS
3b IV PWS
3c IV PWS
3d VI PWS
VI PWS
ii
3e IV
SEC. CLASS Spy STDS.
V
v
v
v
VI
ii
ii
ii
3f IV PWS
3g
IV
PAGE 108
SECTION DESCRIPTION
Dan River from the Schoolfield Dam including
the City of Danville's main water intake
located just bclmJ uostream of the Schoolfield
Dam, upstream to the Virginia-North Carolina
State line.
Cascade Creek and its tributaries.
Smith River and its tributaries from the
Virginia-North Carolina State line to, but not
including; Home Creek.
Smith River from DuPont's raw water intake
upstream to the Philpott Dam, unless otherwise
designated in this requlation.
Natural Trout Waters in Section 3d
Smith River from DuPont's raw water intake
upstream to the Philpott Dam, unless otherwise
designated in this requlation.
Philpott Reservoir, Fairystone Lake and their
tributaries.
SECTION DESCRIPTION
Put and Take Trout Waters in Section 3e
Otter Creek from its confluence with Rennet
Bag Creek (Philpott Reservoir) to its
headwaters.
Smith River (Philpott Reservoir portion) from
the Philpott Dam (river mile 46.80) to river
mile 61.14, just above the confluence with
Small Creek.
Rennet Bag Creek from its confluence with the
Smith River to the confluence of Long Branch
Creek.
Natural Trout Waters in Section 3e
Brogan Branch from its confluence with Rennet
Bag Creek to ita hca~.iatcra uostream includinq
all named and unnamed tributaries.
Rennet Bag Creek from the confluence of Long
Branch Creek to ita aCQ~.latcrG uostream
includinq all named and unnamed tributaries.
Roaring Run from its confluence with Rennet
Bag Creek to ita hcadr.iQ.tcro uostream includinq
all named and unnamed tributaries.
North Mayo River and South Mayo River and
their tributaries from the Virginia-North
Carolina State line to a point 5 miles
upstream.
Interstate streams in the Dan River watershed
above the-point 'where the Dan crosses the
Virginia-North Carolina State line just east
of Draper, N. C., (including the Mayo and the
Smith watersheds), unless otherwise designated
in this requlation.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS Spy STDS.
V
vi
***
iii..
v
VI
44-i- i i
ii
SEC. CLASS Spy STDS.
iii
i
ii
iii
ii
ii
3h IV PWS
VI
iii
iii
PAGE 109
SECTION DESCRIPTION
Put and Take Trout Waters in Section 3g
Dan River from Route 773 the Virginia-North
Carolina State line upstream to the To;mea D~ffi
Pinnacles Power House. _
Little Dan River from ita confluence ',lith the
Dan River to ita hea~,latera.
~Little Dan River from its confluence with the
Dan River 7.8 miles upstream.~
[Little Dan River from 7.8 milea above ita
confluence "lJdth the Do.n River e.6 milea
upCltreaffi. ]
Smith River' from river mile 61.14 (just below
the confluence of Small Creek), to Route 704
(river mile 69.20).
Natural Trout Waters in Section 3g
Dan River from Otter Arm Pinnacles Power House
to ita heo.dwo.tera Townes Dam.
Dan River from headwaters of Townes Reservoir
to Talbott Dam.
SECTION DESCRIPTION
Little Dan River from 7.8 miles above its
confluence with the Dan River uostream
includinq all named and unnamed tributaries.
North Prong of the North Fork Smith River from
its confluence with the North Fork Smith River
to ita heo.&io.tera uostream includinq all named
and unnamed tributaries.
North Fork Smith River from its confluence
with the Smith River to ita headr.Jo.tera
uostream includinq all named and unnamed
tributaries.
Smith River from Route 704 (river mile 69.20)
to Route 8 (river mile "77.55).
Smith River above Route 8 (approximate river
mile 77.55) to itCl hea~.latera (river mile
86.10) uostream includinq all named and
unnamed tributaries.
South Mayo River from river mile 38.8 to ita
hea&:o.tera uostream includinq all named and
unnamed tributaries.
South Mayo River and its tributaries from the
Town of Stuart's raw water intake 0.4 mile
upstream of its confluence with the North Fork
South Mayo River to a point 5 miles upstream.
Natural Trout Waters in Section 3h
Brushy Fork from its confluence with the South
Mayo River to ita hcad"IJiatoro upstream
includinq all named and unnamed tributaries.
Lily Cove Branch from its confluence with Rye
Cove Creek to ita heo.&iatera u~stream
includinq all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
iii
Spy STDS.
iii
3i IV
PWS
3j VI
PWS
4 III
SEC. CLASS SP.STDS.
V
vi
..&.:i:.Z..
vi
iii......
vi
***
~
iii......
VI
- ii
ii
iii
PAGE 110
SECTION DESCRIPTION
Rye Cove Creek from its confluence with the
South Mayo River to ita hca~:aterCl uostream
includinq all named and unnamed tributaries.
South Mayo River from river mile 33.8 to 38.8
5 mileo uostream includinq all named and
unnamed tributaries.
Hale Creek and its tributaries from the Fairy
Stone State Park's raw water intake 1.7 miles
from its confluence with Fairy Stone Lake
upstream to its headwaters. .
Smith River and its tributaries from the Henry'
County Public Service Authority's raw water
intake about 0.2 mile upstream of its
confluence with Town Creek upstream to the
Philpott Dam.
Intrastate tributaries to the Dan River above
the Virginia-North Carolina State line just
east of Draper, North Carolina, to their
headwaters, unless otherwise designated in
this requlation.
SECTION DESCRIPTION
Put and Take Trout Waters in Section 4
Browns Dan River from the intersection of
Routes 647 and 646 to its headwaters.
IV:-j Creek from Coleman' a Hill I:'ond upatream to
Route 58 (approximately 2.5 milcCl) .
Little Spencer Creek from its confluence with
Spencer Creek to its headwaters.
North Fork Couth Hayo Ri i,-er from ita
confluence ~dtn the Douth Hal'O Ri..-cr to ita
hco.d\mtera.
Poorhouse Creek from its confluence with North
Fork South Mayo River upstream to Route 817.
Rock Castle Creek from its confluence with the
Smith River upstream to Route 40.
Sa~lpit Branch from ita confluence ..:ith. Round
t1cadml Creek to ita neo.m:atcra.
Cquall Creek from ita confluence ..dth the Do.n
River to i ta hcaEi~iatero.
Natural Trout Waters in Section 4
Barnard Creek from its confluence with the Dan
River to ita hca~,iatcra uostream includinq all
named and unnamed tributaries.
Big Cherry Creek from its confluence with ~
Ivy Creek to ita nCo.mlatcra uostream includinq
all named and unnamed tributaries.
~ Ivy Cfeek from its confluence with the Dan
River to ~ta hco.d..:o.tcra uostream includinq all
named and unnamed tributaries.
PAGE 111
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
iii
Spy STDS
.:LZ.:i:..
iii
ii
iii
iii
iii
SEC. CLASS
ii
Spy STDS
iii
ii
iii
vi**
iii
ii
ii
iii
SECTION DESCRIPTION
Camp Branch from its confluence with Big Ivy
Creek to ita hco.dwatera upstream includinq all
named and unnamed tributaries.
Cherry Creck from ita confluencc ~lith I-Y-.i
Crcck upatreilm to ita head'.iatcro.
Haunted Branch from its confluence with
Barnard Creek to ita heamlatcro uostream
includinq all named and unnamed tributaries.
Hookers Creek from its confluence with the
Little Dan River to ita hoadwatero uostream
includinq all named and unnamed tributaries.
Ivv Creek from Coleman's Mill Pond uostream to
Route 58 (aooroximatelv 2.5 miles) .
Little Ivy Creek from its confluence with Big
Ivy Creek to ita headwatcro uostream includinq
all .named and unnamed tributaries.
Little Rock Castle Creek from its confluence
with Rock Castle Creek to ita hcarn/atero
uostream includinq all named and unnamed
tributaries.
SECTION DESCRIPTION
Maple Swamp Branch from its confluence with
Round Meadow Creek upstream to ita hcad'.iatcro
includinq all named and unnamed tributaries.
Mayberry Creek from its confluence with Round
Meadow Creek upstream to ita heo.d~i~tcro
includinq all named and unnamed tributaries.
Mill Creek from its confluence with the Dan
River to ita heo.mlatera uostream includinq all
named and unnamed tributaries.
North Fork South Mayo River from its
confluence with the South Mavo River uostream
includinq all named and unnamed tributaries.
Patrick Springs Branch from its confluence
with Laurel Branch to ita bCo.~.latcro upstream
includinq all named and unnamed tributaries.
Polebridge Creek from Route 692 to itCl
hco.fr./atcro uostream includinq all named and
unnamed tributaries.
Poorhouse Creek from Route 817 to ita
hcad'.iU.tera upstream includinq all named and
unnamed tributaries.
Rhody Creek from its confluence with the South
Mayo River to ita hCo.fr.lo.tcro uostream
includinq all named and unnamed, tributaries.
Rich Creek from Route 58 to ita headuatcro
upstream includinq all named and unnamed
tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
Spy STDS
i
iii
ii
ii
vi**
SEC. CLASS Spy STDS
iii
ii
ii
4a III PWS
4b
III
PWS
4c
III
PWS
5
IV
rWCCR 7
PAGE 112
SECTION DESCRIPTION
Roaring Creek from its confluence with the Dan
River to its hca~iatcrs upstream includinq all
named and unnamed tributaries.
Rock Castle Creek from Route 40 to itCl
heamiaters uostream includinq all named and
unnamed tributaries.
Round Meadow Creek from its confluence with
the Dan River to ita hcad~latcro uostream
includinq all named and unnamed tributaries.
Sawoit Branch from its confluence with Round
Meadow Creek uostream includinq all named and
unnamed tributaries.
Shooting" Creek from its confluence with the
Smith River to its hea~.latcro uostream
includinq all named and unnamed tributaries.
Spencer Creek from Route 692 to ita hcam:atcro
uostream includinq all named and unnamed
" tributaries.
SECTION DESCRIPTION
Squall Creek from its confluence with the Dan
River uostream includinq all named and unnamed
tributaries.
Tuggle Creek from its confluence with the Dan
River upstream to ita hcamlatcro includinq all
named and unnamed tributaries.
Widgeon Creek from its confluence with the
Smith River to ito hca~iatcro uostream
includinq all named and unnamed tributaries.
Intrastate tributaries (includes Beaver Creek.
Little Beaver Creek. and Jones Creek. for the
City of Martinsville) to the Smith River from
DuPont's raw water intake to a point 5 miles
upstream from Fieldalc'o Fieldcrest Cannon's
raw water intake.
Marrowbone Creek and its tributaries from the
Henry County's raw water intake {about 1/4
mile upstream from Route 220} to their
headwaters.
Leatherwood Creek and its tributaries from the
Henry County Public Service Authority's raw
water intake 8 miles upstream of its
confluence with the Smith River to a point 5
miles upstream.
Roanoke River from the headwaters of the
John Kerr Reservoir to Leesville Dam, and
includiRg~LccGville Reoeri..oir and Cmith
r~ount~in Lake unless otherwise desiqnated in
this requlation.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
Sa III
Spy STDS
~
v
vi
VI
iii
ii
5b III PWS
5c III PWS
SEC. CLASS
5d III
Spy STDS
5e III
PWS
Sf III
PWS
VI
ii
PWS
_ ii
5g III
5h III
w
si III
PWS
PAGE 113
SECTION DESCRIPTION
Tributaries to the Roanoke River from the
headwaters of the John Kerr Reservoir to
Leesville Dam, unless otherwise designated in
this requlation.
Put and Take Trout Waters in Section Sa
Day Creek from Route 741 to its headwaters.
Natural Trout Waters in Section Sa
Gunstock Creek from its confluence with
Overstreet Creek to i to hCQ.d~~:Ltero uostream
includinq all named and unnamed tributaries.
Overstreet Creek from its confluence with
North Otter Creek to ita headwatero uostream
includinq all named and unnamed tributaries.
Spring Creek from Keysville's raw water intake
upstream to its headwaters.
Falling River and its tributaries from a point
just upstream from State Route 40 (the raw
water source for Drookncal Hillo/Durlington
Induotrieo the Bibb Comoany/Brookneal Plant)
to a point 5 miles upstream and including the
entire Phelps Creek watershed which contains
the Brookneal Reservoir.
SECTION DESCRIPTION
Falling River and its tributaries from 5 miles
above the Droolmcal l1illo/Durlin~ton
Induotrico' the Bibb ComoanY/Brookneal Plant
raw water intake to its headwaters.
Reed Creek from Altavista's raw water intake
upstream to its headwaters.
Big Otter River and its tributaries from
Bedford's raw water intake to a point 5 miles
upstream, and Stony Creek and Little Stony
Creek upstream to their headwaters.
Natural Trout Waters in Section Sf
Little Stony Creek from 1 mile above its
confluence with Stony Creek to ito heo.&;~tero
uostream includinq all named and unnamed
tributaries.
Stony Creek from the Bedford Reservoir to ita
hcarn/atero upstream includinq all named and
unnamed tributaries.
Big Otter River and its tributaries from 5
miles above Bedford's raw water intake
upstream to their headwaters.
Ash Camp Creek and that portion of Little
Roanoke Cfeek from its confluence with Ash
Camp Creek to the Route 47 bridge.
The Roanoke River and its tributaries from the
Town of Altavista's raw water intake, Q.1 mile
upstream from the confluence of Sycamore
Creek, to a point 5 miles upstream.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
5j III
6 IV
V
***
6a III
V
vi
SEC. CLASS
..lI:...:A:...Z
~
..lI:...:A:...Z vi
vii
vi
VI
iii
~
ii
ii
Spy STDS
PWS
pH-6.5-9.5
pH-6.5-9.5
NEW-1
Spy STDS
PAGE 114
SECTION DESCRIPTION
Big Otter River and its tributaries from the
Campbell County Utilities and Service
Authority's propooed raw water intake to a
point 5 miles upstream.
Roanoke River from a ooint (at latitude
37015' 53" : lonqitude 79054' OO") 5 miles above
the headwaters of Smith Mountain Lake upstream
to Salem's #1 raw water intake.
Put and Take Trout Waters in Section 6
Roanoke River from its junction from Routes 11
and 419 to Salem's #1 raw water intake.
Tributaries of the Roanoke River from
Leesville Dam to Niagra Reservoir, unless
otherwise designated in this requlation.
Put and Take Trout Waters in Section 6a
Gourd Creek from i.3 miles above its
confluence with Snow Creek to its headwaters.
Green CrccJr from ito confluence '.dth the Couth
Forlt: Blacbmter Ri ...er upotremR to i to
hearniatero.
SECTION DESCRIPTION
[Green Creek froHl ita confluence r,,;ith the
Couth Fork Dlack\i'Cl.ter Ri ...er 3.1 mileo
upotrea] .
[Green Creek froHl 3.1 milco above ita
confluence ~dth the E:outh Fork Dlack-.:atcr
Ri~er 7.2 milco upotream.]
Maggodee Creek from Boones Mill upstream to
Route 862 (approximately 3.8 miles).
South Fork Blackwater River form its
confluence with the Blackwater River uostream
to Roarinq Run.
South Prong Pigg River from its confluence
with the Pigg River to its headwaters.
Natural Trout Waters in Section 6a
Daniels Branch from its confluence with the
South Fork Blackwater River to ita hcad'.mtero
uostream includinq all named and unnamed
tributaries.
Gourd Creek from Route eS2 to ito hcarnmter13.
[Gourd Creek from 1.3 mileo above ito
confluence ..lith Cnm; Creek 3. e Hlileo
upotream. ]
Green Creek from Roarinq Run uostream
includinq all named and unnamed tributaries.
Pigg Rive~ from 1 mile above the confluence of
the South Prong Pigg River to ita hCarnlatcro
uostream includinq all named and unnamed
tributaries.
PAGE 115
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC.
6b
6c
6d
CLASS
ii
Spy STDS.
III
PWS
IV
v
vii
VI
iii
6e IV PWS
6f IV PWS,NEW-1
SEC.
6g
6h
6i
7
CLASS
IV
Spy STDS.
PWS
IV
PWS
IV
PWS
IV
pH-6.5-9.S
V
vi
pH-6.5-9.5
vi
vi
***
SECTION DESCRIPTION
Roaring Run from its confluence with the South
Fork Blackwater River to it~ heQrn:~tcro
uostream includinq all named and unnamed
tributaries.
(Deleted)"
Falling Creek Reservoir and Beaverdam
R"eservoir.
Tributaries of the Roanoke River from Niagra
Reservoir to Salem's #1 raw water intake~
unless otherwise desiqnated in this
requlation.
Put and Take Trout Waters in Section 6d
Tinker Creek from its confluence with the
Roanoke River north to Routes 11 and 220.
Natural Trout Waters in Section 6d
Glade Creek from its junction with Route 633
to the Bedford County line.
Carvin Cove Reservoir and its tributaries to
their headwaters.
Blackwater River and its tributaries from the
Town of Rocky Mount's raw water intake (just
upstream of State Route 220) to a point 5
miles upstream.
SECTION DESCRIPTION
Tinker Creek from the City of Roanoke's raw
water intake (about 0.4 mile downstream from
Glebe Mills) upstream 5 miles.
Roanoke River from Leesville Dam to Smith
Mountain Dam (Gao of Smith Mountain) ,
excludinq all tributaries to Leesville Lake.
Roanoke River and its tributaries from Smith
Mountain Dam (Gao of Smith Mountain) uostream
to a ooint (at latitude 37015'53": lonqitude
79054' 00") S miles above the headwaters of
Smith Mountain Lake and 0.2 mile below the
confluence of Tinker Creek.
Roanoke River and its tributaries, unless
otherwise designated in this requlation, from
Salem's #1 raw water intake to their
headwaters.
Put and Take Trout Waters in Section 7
Elliott Creek from the confluence of Rocky
Branch to its headwaters.
Goose Creek from its confluence with the South
Fork Roanoke River to its headwaters.
Mill Creek from its confluence with Bottom
Creek to its headwaters.
Roanoke River from 5 miles above Salem's #2
raw water intake to the Montqomerv Count v
line.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC.
SEC.
7a
7b
CLASS
vi
vi-
VI
ii
~ ii
ii
ii
iii
CLASS
.:L:LZ.
ii
IV
V
***
IV
Spy STDS
pH-6.5-9.5
SPy STDS
PWS
pH-6.5-9.5
PWS
pH-6.5-9.5
PWS
oH-6.5-9.5
PAGE 116
SECTION DESCRIPTION
Smith Creek from its confluence with Elliott
Creek to its headwaters.
South Fork Roanoke River from its confluence
with the Roanoke River to the mouth of Bottom
Creek (river mile 17.1).
Natural Trout Waters in Section 7 .
Big Laurel Creek from its confluence with
Bottom Creek to ita hcadwatera uostream
includinq all named and unnamed tributaries.
Bottom Creek from its confluence with the
South Fork Roanoke River to ita heo.mJatcro
upstreamincludinq all named and unnamed
tributaries.
Lick Fork (Floyd County) ana itCl trihut~rieo
from its confluence with Goose Creek to ita
hcafr.:~tero uostream includinq all named and
unnamed tributaries.
Mill Creek from its confluence with the North
Fork Roanoke River to ito hea&.latcro upstream
includinq all named and unnamed tributaries.
Purgatory Creek from Camp Alta Mons to ito
hea~./Qtero uostream includinq all named and
unnamed tributaries.
SECTION DESCRIPTION
Roanoke Ri ....cr from 5 mileo abo7c Calcn' G #2
rm: "Jater intah:c to the l~ontgomery County
line.
Spring Branch from its confluence with the
South Fork Roanoke River to ita hcam/atero
upstream includinq all named and unnamed
tributaries.
Roanoke River and its tributaries from
Salem's #1 raw water intake to a point 5 miles
upstream from Salem's #2 raw water intake.
Put and Take Trout Waters in Section 7a
Roanoke River from Salem's #1 raw water intake
to a point 5 miles upstream from Salem's #2
raw water intake.
Roanoke River and its tributaries from
the Sorinq Hollow Reservoir intake uostream to
a ooint iust below the Elliston-LaFayette
Wastewater Treatment Plant discharqe on the
South Fork Roanoke River and uostream to a
ooint iust below the Ironto 1-81 Rest Area
Wastewater Treatment Plant discharqe on the
North Fork Roanoke River.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 117
SEC. CLASS
1 IV
Spy STDS.
PWS
VR680-21-08.11 ROANOKE RIVER BASIN
Yadkin River Subbasin
V
***
PWS
vi
vi
vii
SEC. CLASS Spy STDS.
vii
VI PWS
iii
iii
iii
i
ii
iii
ii
SECTION DESCRIPTION
Yadkin River Basin in Virginia including
Ararat River, Johnson Creek, Little Fisher
River, Lovills Creek, Pauls Creek and Stewarts
Creek - the entire reach of these streams from
the Virginia-North Carolina State line to
their headwaters.
Put and Take Trout Waters in Section 1
Ararat River from Route 823 upstream to Route
671.
Halls Branch from its confluence with Lovills
Creek 4.5 miles upstream.
Johnson Creek from the Virginia-North Carolina
State line to its headwaters.
Lovills Creek from the Virqinia-North Carolina
State line 1~8 miles uostream (to the Soil
Conservation Service dam) .
SECTION DESCRIPTION
Pauls Creek (at the Carroll County line at
Route 690) from 6.7 miles above its confluence
with Stewarts Creek 4.2 miles upstream.
Natural Trout Waters in Section 1
Ararat River from Route 671 upstream to ita
he~dr"iaterD includinq all named and unnamed
tributaries.
East Fork Johnson Creek from its confluence
with Johnson Creek to ita hc~fr.i~tero uostream
includinq all named and unnamed tributaries.
Elk Spur Branch from its confluence with
Lovills Creek 5.1 mileo upstream includinq all
named and unnamed tributaries.
Little Fisher River Creek from the
Virginia-North Carolina State line 2.5 mileo
upstream (at Route 71e) includinq all named
and unnamed tributaries.
Little Pauls Creek in the vicinity of Route
692 (4 miles above its confluence with Pauls
Creek) 1.1 mileo upstream includinq all named
and unnamed tributaries.
Lovills Creek from the Virginia North Carolin~
Ctatc line 2.1 mileo upotream the Soil
Conservation Service dam (1.8 miles above the
Virqinia-North Carolina State line) to river
mile 7.8 (at the confluence of Elk Sour and
Waterfall$Branch) .
North Fork Stewarts Creek from its confluence
with Stewarts Creek 2.1 milc3 upstream
includinq all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
Spy STDS
i
iii
iii
iii
ii
ii
PAGE 118
SECTION DESCRIPTION
Pauls Creek (Carroll County) from 10.9 miles
above its confluence with Stewarts Creek ~
milco upstream includinq all named and unnamed
tributaries.
South Fork Stewarts Creek fr9m its confluence
with Stewarts Creek 2.5 milea upstream
includinq all named and unnamed tributaries.
Stewarts Creek below Lambsburg in the vicinity
of Route 696 (10.4 miles above its confluence
with the Ararat River) 8.8 mileCl upstream to
the confluence of the North and South Forks of
Stewarts Creek.
Sun Run from its confluence with the Ararat
River to ita hca~.iatera uostream includinq all
named and unnamed tributaries.
Thompson Creek from its confluence with the
Ararat River to ita acamlatcro uostream
includinq all named and unnamed tributaries.
Turkey Creek from its confluence with Stewarts
Creek 2.1 milco upstream includinq all named
and unnamed tributaries.
Waterfall Branch from its confluence with
Lovills Creek 0.9 mile upstream includinq all
named and unnamed tributaries.
i'
'STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 119
SEC. CLASS
1 II
VR680-21-08-12 CHOWAN AND DISMAL SWAMP
Chowan River Subbasin
2 III
2a III
SEC. CLASS
2b
2c III
2d
2e III
2f III
2g III
2h III
2i III
2j III
3 III
Spy STDS.
NEW-21
BR--8-NEW-21
PWS
Spy STDS.
PWS
PWS
PWS
PWS
PWS
PWS
PWS
SECTION DESCRIPTION
Blackwater River and its tidal tributaries
from the Virginia-North Carolina State line to
the end of tidal waters at approximately State
Route 611 at river mile 20.90; Nottoway River
and its tidal tributaries from the
Virginia-North
Carolina State line to the end Df tidal waters
at approximately Route 674.
Blackwater and Nottoway Rivers from the end of
tidal waters to their headwaters and their
free-flowing tributaries in Virginia, unless
otherwise designated in this requlation.
Blackwater River and its tributaries from
Norfolk's auxiliary raw water intake near
Burdette, Virginia, to a point 5 miles above
the raw water intake, to include Corrowaugh
Swamp to a point 5 miles above the raw water
intake.
SECTION DESCRIPTION
(Deleted)
Nottoway River and its tributaries from
Norfolk's auxiliary raw water intake near
Courtland, Virginia, to a point 5 miles
upstream.
(Deleted)
Nottoway River from the Georgia-Pacific and
the Town of Jarratt's raw water intakes near
Jarratt, Virginia, to a point 5 miles above
the intakes.
Nottoway River and its tributaries from Camp
Pickett's raw water intake to a point 5 miles
above the raw water intake.
Lazaretto Creek and its tributaries from
Crewe's raw water intake to a point 5 miles
upstream.
Modest Creek and its tributaries from
Victoria's raw water intake to their
headwaters.
Nottoway River and its tributaries from the
Town of Victoria's raw water intake at the
Falls (about 200 feet upstream from State
Route 49) to a point 5 miles upstream.
Big Hounds Creek from the Town of Victoria's
auxiliary raw water intake (on Lunenburg Lake)
to its headwaters.
Meherrin River and its tributaries in Virginia
from the Virginia-North Carolina State line to
its headwaters.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC.
3a
CLASS
III
Spy STDS.
PWS
3b
III
PWS
3c
III
PWS
3d
III
PWS
3e
III
PWS
3f
III
PAGE 120
SECTION DESCRIPTION
Meherrin River and its tributaries from
Emporia's water supply dam to a point 5 miles
upstream.
Great Creek from Lawrenceville's raw water
intake to a point-5 7.6 miles upstream.
Meherrin River from Lawrenceville'sraw water
intake to a point 5 miles upstream.
Flat Rock Creek from Kenbridge's raw water
intake upstream to its headwaters.
Meherrin River and its tributaries from South
Hill's raw water intake to a point 5 miles
upstream~
Couches Creek from a point 1.6 miles
downstream from the Industrial Development
Authority discharge to its headwaters.
$
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY ST~ARDS
TEXT OF REGULATION
PAGE 121
VR680~21-08.13 CHOWAN AND DISMAL SWAMP
Albemarle Sound Subbasin
SEC. CLASS Spy STDS. SECTION DESCRIPTION
1 II Back Bay and its tributaries in the City of
Virginia Beach to the Virginia-North
Carolina State line and the Northwest River
and its tidal tributaries from the
Virginia-North Carolina State line to the free
flowing portion, unless otherwise desiqnated
in this requlation and North Landing River and
its tidal tributaries from the Virginia-North
Carolina State line to the Great Bridge Lock.
la III The free flowing portions of streams in
Section 1 and tributaries of Stumpy Lake.
1b III PWS Stumpy Lake (raw water supply for the City of
Norfolk) and feeder streams to a point 5 miles
upstream.
1c ~ XI PWS Northwest River and its tributaries from the
City of Chesapeake's raw water intake to a
point 5 miles upstream and a point 5 miles
downstream.
2 III Intracoastal Waterway (portions not described
in Section 1) .
3 III Lake Drummond, including feeder ditches, and
all interstate tributaries of the Dismal Swamp
between Virginia and North Carolina.
~
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
TENNESSEE AND BIG SANDY RIVER BASINS
Big Sandy River Subbasin
Spy STDS. SECTION DESCRIPTION
All tributaries of Tug Fork in Virginia.
All tributaries of Jacobs Fork and Dry Fork in
Virginia.
PWS Crockett Cove, a tributary to Jacobs Fork,
from Bishop's raw water intake to its
headwaters.
Levisa Fork and its tributaries and Knox Creek,
and its tributaries, unless otherwise
gesignated in this requlation, from the
Virginia~ Kentucky State line upstream to
their headwaters.
Put and Take Trout Waters in Section 3
Slate Creek from the northern corpor~te limite
of Crundy to the Clo.tc poot office.
Dismal Creek from its mouth to its headwaters.
Russell Fork and its tributaries, unless
otherwise designated in this requlation, from
the Virginia-Kentucky State line upstream to
their headwaters.
VR680-21-08-14
SEC. CLASS
1 IV
2 IV
2~ IV
3 IV
V
.:LZ.:i:..
vi
4 IV
SEC. CLASS
V
***
Spy STDS.
vi
.:&..:i:...Z. vi
***
VI
iii
.:&..:i:...Z.
4a IV PWS
4b IV
PWS
4c
II'
PAGE 122
SECTION DESCRIPTION
Put and Take Trout Waters in Section 4
Caney Creek from Long Branch Creek upstream
5.5 miles.
Fryingpan Creek from 1.3 miles above its
confluence with Russell Fork upDtream to the
junction of the otream and Routeo eo! and 600
8.6 miles uostream (in vicinity of Bucu) .
North Fork Pound River from the town limits of
Pound upstream to the water supply dam.
Russell Fork from the confluence of Pound
River to the Virqinia-Kentucky State line.
Natural Trout Waters in Section 4
Pound River from its confluence with Russell
Fork upstream to the John W. Flannagan Dam.
Ruaaell Fork from the Virginia Kentucky Ctate
line to the confluence with the I:'ound River.
Pound River and its tributaries from the John
W. Flannagan Dam, including the Cranes Nest
River and its tributaries to a point 5 miles
above the John W. Flannagan Water Authority's
raw water intake.
North Fork Pound River and its tributaries
from North Fork Pound River Dam and the Town
of Pound'5 raw water intake upstream to their
headwaters, unless otherwise designated in
this requlation.
(Deleted)
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 123
SEC. CLASS
4d IV
Spy STDS.
SECTION DESCRIPTION
Phillips Creek from its mouth to its
headwaters and the North Fork Pound River from
Wise County's swimming area around the mouth
of Phillips Creek to a point 1/2 mile
upstream.
Laurel Branch from the Breaks Interstate
Park's raw water intake to the Kentucky State
line, including the Laurel Lake Reservoir.
4e IV
PWS
$
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
TENNESSEE AND BIG SANDY RIVER BASIN
Clinch River Subbasin
Spy STDS. SECTION DESCRIPTION
Powell River and its tributaries from the
Virginia-Tennessee State line to their
headwaters; Indian Creek and Martin Creek in
Virginia, unless otherwise designated in this
requlation.
Put and Take Trout Waters in Section 1
Batie Creek from its confluence with the
Powell River 0.8 mile upstream.
Dry Creek from its confluence with Hardy Creek
to its headwaters.
Hardy Creek and its tributaries to their
headwaters.
Lick Branch from its confluence with Indian
Creek 1.4 miles upstream.
Martin Creek (Lee County) from the
Virginia-Tennessee State line to its
headwaters.
VR680-21-08.15
SEC. CLASS
1 IV
V
vi
vi
vi
vi
vi
SEC. CLASS Spy STDS.
..&.:i:.Z..
vii
vi
vi
vi
vi
vi
~
.:l:..:i:.
.:LZ.:i:..
~
viii......
..&.:i:.Z..
PAGE 124
SECTION DESCRIPTION
North Fork I:'o'.iell Ri .y"er abovc I:'cnniR!3ton Cap
to the confluence of Ctraight Fork.
North Fork Powell River from the confluence of
Straiqht Creek to its headwaters.
Poor Valley Branch from its confluence with
Martin Creek 1.4 miles upstream.
Sims Creek from its confluence with the Powell
River 1.1 miles upstream to Sims Spring.
Station Creek at the boundary of the
Cumberland Gao National Historical Park (river
mile 2.2) 2.6 miles uostream.
Wallen Creek above its confluence with the
Powell River (at Rasnic Hollow) 5.9 milco
upstream to its headwaters.
White Branch from its confluence with Poor
Valley Branch 0.7 mile upstream (to the Falls
at Falling Water Gap) .
!~tural Traut Waters iB SeetiaB 1
Laurel Forlt (Ccott County) from ito confluence
..d th Ctoclt Cree]t 1 mileo upstream.
North Fork I"O\iell Ri..rer from the confluence of
Ctraight Fork to ita heammtero.
Ctation Creek at the boundary of the
Cmnberland Cap National Iliatorical I"ark (ri.....er
mile 2.2) 2.C miles upotream.
Straight Forlt (Ccott County) from ita
confluence \lith Stony Creek 5.1 milco
upotrcam.
Wolf Creek (Ccott County) from ita confluence
\dth L~urcl Fork 1.8 milco upotrcmn.
PAGE 125
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS Spy STDS.
1a IV PWS
1b IV PWS
lc IV PWS
Id IV PWS
Ie IV PWS
2 IV
SEC. CLASS Spy STDS.
V
vi
***
viii
viii
vi
..&.:i:.Z..
*
vi
A "Ti
vi
vi
vi
vi
vi
SECTION DESCRIPTION
Powell River from Pennington Gap's raw water
intake to 5 miles upstream.
Bens Branch from Appalachia's raw water intake
to its headwaters.
South Fork Powell River from Big Stone Gap's
raw water intake to its headwaters.
Benges Branch from Norton's raw water intake
to its headwaters.
Robinette Branch from Norton's raw water
intake to its headwaters.
Clinch River and its tributaries from the
Virginia-Tennessee State line to their
headwaters; North Fork Clinch River and its
tributaries, Blackwater Creek and its
tributaries, and Little Creek in Virginia,
unless otherwise designated in this
requlation.
SECTION DESCRIPTION
Put and Take Trout Waters in Section 2
Amos Branch from its confluence with Copper
Creek 3.3. miles upstream.
Biq Cedar Creek from its confluence with
Little Cedar Creek to the mouths of Elk Garde~
Creek and Looo Creek.
Burns Creek from its confluence with the Guest
River 2.3 milco upotreo.ffi to its headwaters.
Clear Creek (Wise County) from 1/2 mile above
its confluence with the Guest River 2.6 mileo
upotrcam to its headwaters.
Copper Creek (Russell County) from Route 678
below Parsonage - river mile 52.5 - 4.3 miles
upstream. .
Corder Branch. from its confluence ;lith Little
~tony Creek to ita heo.dwatero.
Co..-e Creek from the firot bridge on Cta.te
Route G 4.9 ~ieot of Kerno to Ctanlcytmm.
Cove Creek from river mile 6.5 (above
Stanley town) 5.5 miles upstream.
Cowan Creek from its confluence with Sinking
Creek 2.7 miles upstream.
Devil Fork from its confluence with Straiqht
Fork 3.2 miles upstream.
Fall Creek from its confluence with the Clinch
River 4.6 miles upstream.
_Gillinswater Branch from its confluence with
Obeys Creek 2.8 miles upstream.
Gray Branch from its confluence with Mill
Creek (Scott County) 1.6 miles upstream.
Jessee Branch from its confluence with Copper
Creek at Thompson Ford 2 miles upstream.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS Spy STDS.
vi
viii
vi
vi
vi
vi
vi
vi
SEC. CLASS Spy STDS.
vi
***
vi
vi
vi
viii
VI
.:L:Ic..:Ii:.
~
~
"Jiii ......
.:L:Ic..:Ii:.
PAGE 126
SECTION DESCRIPTION
Lark Creek from its confluence with Copper
Creek 3 miles upstream.
Laurel Fork (Scott County) from its confluence
with Stock Creek 4 miles uostream.
Liberty Creek from its confluence with Little
River 1.6 miles upstream.
Little Stony Creek from the intersection of
the stream and Route 72 upstream to its
headwaters.
Mill Creek (Scott County) from its confluence
with the Clinch River at Grays Fork 1.6 miles
upstream.
Obeys Creek from 2 1/2 2.5 miles above its
confluence with Copper Creek 6 miles upstream.
Palmer Branch from its confluence with the
Clinch River 1.8 miles upstream.
Powers Branch from its confluence with the
Clinch River 2.4 miles upstream.
SECTION DESCRIPTION
Stock Creek from ~ 0.25 mile north of
Sunbright to 1 1/2 1.5 miles north of Mabe.
Stony Creek from Fort Blackmore upstream to
its headwaters.
(Stony Creek from Fort Blackmore (river mile
0.56) 5.5 miles upstream.}
(Stony Creek from 5.5 miles above its
confluence with the Clinch River (in the
vicinity of Greens Chapel) 7.2 miles
upstream. }
Straiqht Fork (Scott County) from its
confluence with Stony Creek 5.1 miles
uostream.
Valley Creek from 1.1 miles above its
confluence with Copper Creek 6.8 miles
upstream.
Wolf Creek (Scott County) from its confluence
with Laurel Fork 1.8 miles uostream.
Natural Trout Waters in Section 2
Big Cedar Creek from ita con.fluence ".lith
Little Cedar Creek to ita hcarnmtero upotrcaffi
to Lebanon' 0 rD.\i ',mter intake.
Co";e Creek from river ffiile 6.5 (above
"Ctanlcyto~m) 5.5 mileo upotream.
DC7il Fork from ita confluence ,lith Ctraight
Forlt: 3.2 mileo upotreQm.
Laurel FO~t (Ccott County) from ita confluence
with CtocJt Creek -4 mileo upotream.
Little Cedar Crce]t from ita confluence \lith
Dig Cedar Creek to ita hcad\:a.tcra.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS Spy STDS.
iii
iii
~
.....iii w~
2a IV PWS
2b IV
PWS
SEC. CLASS
2c IV
Spy STDS.
PWS
2d IV
PWS
2e IV
PWS
2f IV
PWS
2g IV
PWS
2h IV
PWS
2i IV
PWS
2j IV
PWS
2k IV
PWS
PAGE 127
SECTION DESCRIPTION
Maiden Spring Creek from 15 miles above its
confluence with Little River at Route 602
above Benbow 5.3 miles upstream.
Mill Creek (Russell County) from its
confluence with the Clinch River 2.7 miles
upstream.
Ctraight Fork (Ccott County) from ita
confluence with Ctony Creek 5.1 milco
upotrcam.
Wolf Creek (Ccott County) from ita confluence
with Laurel Fork 1.8 mileo upotream.
Clinch River and its tributaries to their
headwaters from the propoocd Carfax and Wise
County Public Service Authority's raw water
intakes to 5 miles upstream from St. Paul's
raw water intake.
Clinch River and its tributaries to their
headwaters from Raven-Doran's raw water intake
to a point 5 miles upstream of the Richland's
raw water intake.
SECTION DESCRIPTION
Clinch River and its tributaries from
Tazewell's raw water intake to their
headwaters.
North Fork Clinch River and its tributaries,
including Spurlock Branch, from Duffield
Development Authority's raw water intake at
the confluence with Spurlock Branch and the
intake on Spurlock Branch to 5 miles upstream.
Bear Creek from Wise's raw water intake to its
headwaters.
Toms Creek from Coeburn's raw water intake to
its headwaters.
Little River and its tributaries from the
Tazewell County Water and Sewer Authority's
(Claypool Hill Water Treatment Plant) raw
water intake to a point 5 miles upstream.
Unnamed tributary to the North Fork Clinch
River from the Divides raw water intake
upstream to its headwaters.
Big Cedar Creek and its tributaries from
Lebanon's raw water intake to a point 5 miles
upstream.
Cavitts Creek from the proposed Biohopo
Baotist Valley raw water intake to its
headwaterEi.
Unnamed tributary to Big Creek (Tazewell
County) from the Tazewell County Water and
Sewer Authority's Jewell Ridqe raw water
intake upstream to its headwaters.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 128
SEC.
21
CLASS
IV
Spy STDS.
PWS
SECTION DESCRIPTION
Fleenortown Creek and its tributaries from the
Winn #1 and Barker Sorinqs intakes (which
orovide raw water to the Town of Jonesville
WTP) to ooints 5 miles uostream.
$
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
TENNESSEE AND BIG SANDY RIVER BASINS
Holston River Subbasin
Spy STDS. SECTION DESCRIPTION
North Fork Holston River and its tributaries,
unless otherwise designated in this _
regulation, from the Virginia-Tennessee State
line to their headwaters, and those sections
of Timbertree Branch and Boozy Creek in
Virginia.
Put and Take Trout Waters in Section 1
Drier Cove from ita confluence uith TuFAhling
Creek 2.1 miles upstream.
Greendale Cxeek from its confluence with the
North Fork Holston River 4.1 miles upstream.
Laurel Bed Creek from its confluence with
Tumbling Creek 1.8 miles upstream.
Laurel Creek within the Thomas Jefferson
National Forest boundaries.
Laurel Creek from Route 16 to its confluence
with Roarinq Fork.-
VR680-21-08.16
SEC. CLASS
1 IV
V
~
vi
v
vi
***
SEC. CLASS Spy STDS.
vi
vi
vi
vi
v
VI
ii
ii
ii
***
PAGE 129
SECTION DESCRIPTION
Lick Creek (Bland County) from 5.5 miles above
its confluence with the North Fork Holston
River 10.9 miles uostream.
Little Tumbling Creek from Tannersville
upstream to where the powerline crosses the
stream.
Lynn Camp Creek from its confluence with Lick
Creek 3.9 miles upstream.
Punch and Judy Creek from its confluence with
Laurel Creek 3.2 miles upstream.
Tumbling Creek from its confluence with the
North Fork Holston River 7.1 miles upstream.
Natural Trout Waters in Section 1
B~rk Ca.mp Barkcamo Branch from its confluence
with Roaring Fork 2 mileo upstream includinq
all named and unnamed tributaries.
Beartown Branch from its confluence with
Sprouts Creek 2.2 mileo upstream includinq all
named and unnamed tributaries.
Beaver Creek (Smyth County) from its
confluence with the North Fork Holston River
2.8 miles upstream.
Big Tumbling Creek from its confluence with
the North Fork Holston River to ita hearn:atero
uostream includinq all named and unnamed
tributari~s.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
Spy STDS.
***
iii
iii
ii
SEC. CLASS
ii
Spy STDS.
ii
.:k..:E..Z.
.:k..:E..Z.
~
ii
.:k..:E..Z. i i
v**
ii
PAGE 130
SECTION DESCRIPTION
Brier Cove from its confluence with Tumbling
Creek uostream includinq all named and unnamed
tributaries.
Brumley Creek from its confluence with the
North Fork Holston River to its hca~latero
uostream includinq all named and unnamed
tributaries.
(Brumley Creek from its confluence with the
North Fork Holston River (at Duncanville) 4
miles upstream.}
.(Brumley Creek from 4 miles above its
confluence with the North Fork Holston River
(at Duncanville) 6.9 miles upstream.}
Campbell Creek (Smyth County) from its
confluence with the North Fork Holston River
at Ellendale Ford 1 mile upstream.
Coon Branch from its confluence with Dark C~mp
Barkcamo 1.~ mileo upstream includinq all
named and unnamed tributaries.
SECTION DESCRIPTION
Cove Branch from its confluence with Roaring
Fork 2.1 milea upstream includinq all named
and unnamed tributaries.
Henshaw Branch _from its confluence with Lick
Creek 1 mile upstream includinq all named and
unnamed tributaries.
Laurel Crecl( from Route 1C to ita conflucnce
with Roaring Fork.
Lick Creek (Blane County) from ita confluence
ui th the :North Fork Holston River to i to
heamlatcro.
[Lick Creek (Dland County) from ita confluence
'ii:ith the North Fork Holoton River 5.S milco
upotrcam. ]
[Licl( Creek (Bland County) from 5.5 mileo
above ita confluence ..dth the North Fork
Holaton Riv-cr 1.0.9 miles upatrcam.]
Little Sprouts Creek from its confluence with
Sprouts Creek 3 milca upstream includinq all
named and unnamed tributaries.
Little Tumbling Creek from the powerline
crossing to ita heamlatero uostream includinq
all named and unnamed tributaries.
Red Creek from its confluence with Tumbling
Creek 4.7 mileo upstream includinq all named
and unnamed tributaries.
Roaring Fork (Tazewell County) from its
confluence with Laurel Creek to ita head..mtcro
upstream includinq all named and unnamed
tributaries.
..,
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
ii
1a IV
1b IV
~ c .p;;
1d IV
SEC. CLASS
2 IV
3 IV
V
vi
vi
ii
.:L:I:.Z..
~
3a IV
4 IV
Spy STDS.
PWS
PW&
PWS
Spy STDS.
PWS
PAGE 131
SECTION DESCRIPTION
Sprouts Creek from its confluence with the
North Fork Holston River 3.8 milco upstream
includinq all named and unnamed tributaries.
Toole Creek from its confluence with the North
Fork Holston River 5.9 miles upstream.
North Fork Holston River from the Olin
Corporation downstream to the
Virginia-Tennessee State line.
Big Moccasin Creek and its tributaries from
Weber City's raw water intake to a point 5
miles upstream from Gate City's raw water
intake.
UnnQ.'ffted tributary to nil ton Cree]!: from
niltoa' B COHlfftURity #1 rml '.mter int~kc to ito
hcarn1O.tera. (Latitude 3e039'30" and Longitude
-8-2-~27' 29"). (Deleted)
Unnamed tributary to the North Fork Holston
River from Hilton's Community No.2 public
water supply raw water intake to its
headwaters. (Latitude 36039'32" and Longitude
82027' 30") .
SECTION DESCRIPTION
All waters of the South Holston Lake in
Virginia.
Tributaries of the South Holston Lake, and
Sinking Creek and Nicely Branch in Virginia,
unless otherwise designated~ in this
requlation.
Put and Take Trout Waters in Section 3
Berry Creek from its confluence with
Fifteenmile Creek (Washington County) 2 miles
upstream.
Sorinq Creek from its confluence with the
South Holston Lake to its headwaters.
Natural Trout Waters in Section 3
Cox Mill Creek from its confluence with the
South Fork Holston River 1.8 mileCl upstream
includinq all named and unnamed tributaries.
Fifteel'HRile Creek from ita confluence '.dth the
Couth IIolstoR Lake to i.ta head\latero.
Spring Creek fOnR ita confluence ,lith the
South IIoloton La]re to ita head\l~tero.
Wolf Creek and its tributaries from the
northern corporate limits of Abingdon to their
headwaters.
Steel Creek and Beaver Creek and their
tributaries in Virginia.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
V
vi
Spy STDS.
vi
5 IV
V
vi
vi
vi
SEC. CLASS Spy STDS.
~
vi
vi
vi
VI
iii
iii
iii
Sa IV
5b IV
5c IV
PWS
PAGE 132
SECTION DESCRIPTION
Put and Take Trout Waters in Section 4
Beaver Creek (Washington County) and its
tributaries from the flood control dam (near
Route 11) to their headwaters.
Sinking Creek (tributary to Paperville
Creek-Washington County) from the
Virginia-Tennessee State line at Bristol 3.4
miles upstream.
Middle Fork Holston River and its tributaries,
unless otherwise designated in this
requlation.
Put and Take Trout Waters in Section 5
bry Run from its confluence with the Middle
Fork Holston River 1.6 miles upstream.
Dutton Branch from its confluence with the
Middle Fork Holston River 2 miles upstream.
Laurel Springs Creek from its confluence with
the Middle Fork Holston River 2 miles
upstream.
SECTION DESCRIPTION
tUddle Fork IIolaton River from the caotcrn
town limits of Uarion to ita heammtero.
Middle Fork Holston River from 5 miles above
Marion's raw water intake (river mile 45.83)
to the headwaters.
Preston Hollow from ~ 0.5 mile above its
confluence with the Middle Fork Holston River
1.5 miles upstream.
Staley Creek from its confluence with the
Middle Fork Holston River 1 mile upstream.
Natural Trout Waters in Section 5
East Fork Nicks Creek from its confluence with
Nicks Creek 2.8 milca upstream includinq all
named and unnamed tributaries.
Nicks Creek within the National Forest
boundary (river mile 1.6) to ita heaGwatero
uostream includinq all named and unnamed
tributaries.
Staley Creek from 1 mile above its confluence
with the Middle Fork Holston River to ita
heamiatcra uostream includinq all named and
unnamed tributaries.
Middle Fork Holston River and its tributaries
from Edmondson Dam upstream to the Route 91
bridge.
Hungry Mother Creek from the dam to ita
neadr",'atera uostream includinq all named and
unnamed tributaries.
Middle Fork Holston River and its tributaries
from Marion's raw water intake to a point 5
miles upstreaID7, unless otherwise desiqnated
in this requlation.
..
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
V
vi
Spy STDS.
~
.:l:.:II:..Z.
5d IV
PWS
6 IV
V
..&.:i:.Z..
SEC. CLASS SPy STDS.
.:l:.:II:..Z.
vi
..&.:i:.Z..
vi
vi
VI
iii
iii
iii
iii
PAGE 133
SECTION DESCRIPTION
Put and Take Trout Waters in Section 5c
Middle Fork Holston River from Marion's raw
water intake at Mt. Carmel from 46.1 mileo
ubo7e itCl confluence '.dth the fJouth Fork
IIoloton Ri....er 12. €> mileo upstream at river -
mile 45.83 to a ooint 5 miles uostream (river
mile 50.83).
Nat~ral Traut Waters iB SectiaB Sc
Bear Creek from ito confluence '.:ith the niddlc
Fork IIoloton Riv'er to ita he;).d\:~tero.
Middle Fork Holston River and its tributaries
from Washington County Service Authority's raw
water intake to a point 5 miles upstream.
South Fork Holston River and its tributaries
in Virginia.
Put and Take Trout Waters in Section 6
Creooy Creek from the Forcat Cervicc bound~ry
to ita head~~atcro (unlcoo othCr\lioc
deoignated) .
SECTION DESCRIPTION
Dickey Creek from the Foreot Cervicc boundary
to ita hcaa.-.:atero (unlcoo othendoc
dcoing~ted) .
Grosses Creek from its confluence with the
South Fork Holston River 3.4 miles upstream.
Rouland Creclr from the Foreot Cervicc boundary
to ita head\:~tcrs (unleoo othenlioc
dcoignated) .
Rush Creek (Washington County) from its
confluence with the South Fork Holston River
2.2 miles upstream.
.Straight Branch from its confluence with
Whitetoo Laurel Creek 2.5 miles uostream.
Natural Trout Waters in Section 6
Barkcamp Branch from its confluence with
Rowland Creek 1.3 milea upstream includinq all
named and unnamed tributaries.
Beaverdam Creek (Washington County) from its
confluence with Laurel Creek to the
Virginia-Tennessee State line 2 miles
upstream.
Bell Hollow from its confluence with Dickey
Creek 0.9 mile upstream includinq all named
and unnamed tributaries.
Big Branch from its confluence with Big Laurel
Creek 1.G~mileo upstream includinq all named
and unnamed tributaries.
Big Laurel Creek (Smyth County) from its
confluence with Whitetop Laurel Creek to ita
heafr.latero uostream includinq all named and
unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS Spy STDS.
iii
ii
iii
iii
ii
SEC. CLASS Spy STDS.
iii
~iv
ii
ii
iii
ii
-~ ii
ii
ii
ii
PAGE 134
SECTION DESCRIPTION
(Big Laurel Creek (Smyth County) from its
confluence with Whitetop Laurel Creek 2.6
miles upstream.}
(Big Laurel Creek (Smyth County) from 2.6
miles above its confluence with Whitetop
Laurel Creek (at Laurel Valley Church) 2.7
miles upstream.}
Brush Creek from its confluence with Rush
Creek 1.5 milco upstream includinq all named
and unnamed tributaries.
Buckeye Branch from its confluence with Green
Cove Creek 2.2 mileo upstream includinq all
named and unnamed tributaries.
Charlies Branch from its confluence with Big
Laurel Creek 1.b mileo upstream includinq all
named and unnamed tributaries.
SECTION DESCRIPTION
Cold Branch from its confluence with Jerrys
Creek 0.8 mile upstream includinq all named
and unnamed tributaries.
Comers Creek from its confluence with the
South Fork Holston River to ita hcadwatero
uostream includinq all named and unnamed
tributaries.
Cressy Creek from 1.7 miles above its
confluence with the South Fork Holston River
at Route ~ 16 ~.e mileCl upstream includinq
all named and unnamed tributaries.
Daves Branch from its confluence with Big
Laurel Creek 1.8 milco upstream includinq all
named and unnamed tributaries.
Dickey Creek from 0.6 mile above its
confluence with the South Fork Holston River
(.7 miles upstream includinq all named and
unnamed tributaries.
Dry Fork from 1.2 miles above its confluence
with St. Clair Creek 2.3 mi~cs upstream
includinq all named and unnamed tributaries.
Feathercamp Branch from its confluence with
Straight Branch 1.8 mileo upstream includinq
all named and unnamed tributaries.
Grassy Branch from its confluence with Big
Laurel Creek 1.1 milea upstream includinq all
named and unnamed tributaries.
Green Cove Creek from its confluence with
Whitetop taurel Creek 4.8 milco upstream
includinq all named and unnamed tributaries.
Grindstone Branch from its confluence with Big
Laurel Creek 1.1 mileo upstream includinq all
named and unnamed tributaries.
.
PAGE 135
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS Spy STDS.
iii
iii
iii
~ii
iii
iii
SEC. CLASS Spy STDS.
ii
***
ii
iii
ii
iii
ii
iii
iii
SECTION DESCRIPTION
High Trestle Branch from its confluence with
Buckeye Branch 1.6 mileo upstream includinq
all named and unnamed tributaries.
Hopkins Branch from its confluence with the
South Fork Holston River 1.~ mileo upstream
includinq all named and unnamed tributaries.
Houndshell Branch from its confluence with
Cressy Creek 3.8 mileo upstream includinq all
named and unnamed tributaries.
Hurricane Creek (Smyth County) from its
confluence with Comers Creek to ita heCld~mtcro
uostream includinq all named and unnamed
tributaries.
Hutton Branch from its confluence with Dickey
Creek 1.1 mileo upstream including all named
and unnamed tributaries.
Jerrys Creek (Smyth County) from 1 1/2 1.5
miles above its confluence with Rowland Creek
J.S mileo upstream includinq all named and
unnamed tributaries.
SECTION DESCRIPTION
Little Laurel Creek (Smyth County) from its
confluence with ~ Whitetoo Laurel Creek ~
miles upstream includinq all named and unnamed
tributaries.
Little Laurel Creek from its confluence with
Beaverdam Creek (Washington County) O.C mile
upotrcam to the State line.
London Bridge Branch from its confluence with
Beaverdam Creek (Washington County) 0.6 mile
upstream.
Long Branch from its confluence with Jerrys
Creek 1 mile upstream includinq all named and
unnamed tributaries.
Mill Creek (Washington County) from its
confluence with the South Fork Holston River
3.6 milcG upstream includinq all named and
unnamed tributaries.
Parks Creek from its confluence with Cressy
Creek 2.1 milco upstream includinq all named
and unnamed tributaries.
Pennington Branch from its confluence with ~
Whitetop Laurel Creek 2.7 milco upstream
includinq all named and unnamed tributaries.
Quarter Branch from 1.1 miles above its
confluenc~ with Cressy Creek 1.9 mileo
upstream includinq all named and unnamed
tributaries.
Raccoon Branch from its confluence with Dickey
Creek 2.9 mileo upstream including all named
and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS Spy STDS.
ii
ii
iii
iii
ii
ii
SEC. CLASS Spy STDS.
ii
~
ii
iii
.:&:.:i:.:&. ii
i
iii
PAGE 136
SECTION DESCRIPTION
Rowland Creek from 2 1/2 2.5 miles above its
confluence with the South Fork Holston River 4
miles upstream includinq all named and unnamed
tributaries.
Rush Creek (Washington County) from 2.2 miles
above its confluence with the South Fork
Holston River 5 milco upstream includinq all
named and unnamed tributaries.
Scott Branch from its confluence with Dickey
Creek 1.3 mileo upstream includinq all named
and unnamed tributaries.
Slemp Creek from 2 miles above its confluence
with Cre~sy Creek 2.e milca upstream includinq
all named and unnamed tributaries.
South Fork Holston River from 101.8 miles
above its confluence with the Holston River
12.9 miles upstream.
Star Hill Branch from its confluence with
Green Cove Creek 2.5 milco upstream including
all named and unnamed tributaries.
SECTION DESCRIPTION
St. Clair Creek from 3.3 miles above its
confluence with the South Fork Holston River
(at Route 600) above Horseshoe Bend 2.1 milco
upstream includinq all named and unnamed
tributaries.
Straight Brandi from ita confluence '.lith
Whitetop Laurel Creel!: to ito hcadr.:atera.
Sturgill Branch from its confluence with
Whitetop Laurel Creek 2.5 mileo upstream
includinq all named and unnamed tributaries.
Valley Creek (Washington County) from its
confluence with Whitetop Laurel Creek to its
headwaters.
Whitetop Laurel Creek from its confluence with
Laurel Creek to its hcad"IJmterCl uostream
includinq all named and unnamed tributaries.
(Whitetop Laurel Creek from its confluence
.with Laurel Creek 8.1 miles upstream.)
(Whitetop Laurel Creek from 8.1 miles above
its confluence with Laurel Creek 4.4 miles
upstream. )
(Whitetop Laurel Creek from 12.5 miles above
its confluence with Laurel Creek 3.8 miles
upstream. )
$
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 137
VR680-21-08.17 CHESAPEAKE BAY, ATLANTIC OCEAN
AND SMALL COASTAL BASINS
SEC. CLASS Spy STDS. SECTION DESCRIPTION
1 I a The Atlantic Ocean from Cape Henry Light
(Latitude 36055' 06" North; Longitude
76000'04" West) east to the three mile limit
and south to the North Carolina State line.
The Atlantic Ocean from Cape Henry Light to
Thimble Shoal Channel (Latitude 36057'30"
North; Longitude 76002'30" West) from Thimble
Shoal Channel to Smith Island (Latitude
37007'04" North; Longitude 75054'04" West) and
north to the Virginia- Maryland State line.
1a III All free flowing portions of the streams,
creeks and coves in Section 1 east of the
east-west divide boundary on the Eastern Shore
of Virginia.
1b II a Tidal portions of streams, creeks and coves in
Section 1 east of the east-west divide
boundary on the Eastern Shore of Virginia.
SEC. CLASS
2 II
Spy STDS.
a,NEW-20
2a 11"7:
2b III
2c III
2d III
SECTION DESCRIPTION
Chesapeake Bay and its tidal tributaries from
Old Point Comfort Tower (Latitude 37000'00"
North; Longitude 76018'08" West) to Thimble
Shoal Light (Latitude 37000' 09" North;
Longitude 76014' 04" West) to and along the
south side of Thimble Shoal Channel to its
eastern end (Latitude 36057'03" North;
Longitude 76002' 03" West) to Smith Island
(Latitude 37007' 04" North; Longitude 75054' 04"
West) north to the Virginia-Maryland border
following the east-west divide boundary on the
Eastern Shore of Virginia, west along the
Virginia-Maryland border, to the Virginia
Coast, (Latitude 37053'23" North; Longitude
76014'25" West) and south following the
Virginia Coast to Old Point Comfort Tower
(previously described), unless otherwise
designated in this regulation.
Free flowing portions of streams lying on the
Eastern Shore of Virginia west of the
east-west divide boundary unless otherwise
designated in this reaulation.
Drummonds Millpond including Coards Branch.
The Virginia Department of Agriculture
experimental station pond and its tributaries.
The free flowing streams tributary to the
western portion of the Chesapeake Bay lying
between the Virginia-Maryland State line and
Old Point Comfort. .
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
2e III
2f III
19 III
3 II
SEC. CLASS
3a II
3b II
3c III
3d III
3e II
3f III
3g III
Spy STDS.
PWS
PWS
PWS
a,NEW-20
Spy STDS.
a,NEW-20
a,NEW-20
PWS
NEW - 20
PAGE 138
SECTION DESCRIPTION
Harwood's Mill Reservoir (in poquoson River's
headwaters - a source of water for the City of
Newport News) and its tributaries.
Brick Kiln Creek and its tributaries from Fort
Monroe's raw water intake (at the Big Bethel
Reservoir) to a point 5 miles upstream. .
Beaverdam Swamo and its tributaries (including
Beaverdam Swamo Reservoir) from the Gloucester
County Water System raw water intake (at
latitude 37026'2311; lonqitude 76032'4711) to
its headwaters.
Chesapeake Bay from Old Point Comfort Tower
(Latitude 37000' 0011 North; Longitude
76018'0811 West) to Thimble Shoal Light
(Latitude 37000' 0911 North;
Longitude 76014'0411 West) along the south side
of Thimble Shoal Channel to Cape Henry Light
(Latitude 36055' 06 n North; Longitude 76000' 0411
West) .
SECTION DESCRIPTION
Little Creek from its confluence with
Chesapeake Bay (Lynnhaven Roads) to end of
navigable waters.
Tidal portions of Lynnhaven watershed from its
confluence with the Chesapeake Bay (Lynnhaven
Roads) to and including Lynnhaven Bay, Western
Branch Lynnhaven River, Eastern Branch
Lynnhaven River, Long Creek, Broad Bay and
Linkhorn Bay, Thalia Creek and its tributaries
to the end of tidal waters. Great Neck Creek
and Little Neck Creek from their confluence
with Linkhorn Bay and their tidal tributaries.
Rainey Gut and Crystal Lake from their
confluence with Linkhorn Bay.
Free flowing portions of streams in Section
3b, unless otherwise designated in this
requlation.
The impoundments on the Little Creek watershed
includinq Little Creek Reservoir, Lake Smith,
Lake Whitehurst, Lake Lawson, and Lake Wriqht.
London Bridge Creek from its confluence with
the Eastern Branch of Lynnhaven River to the
end of tidal waters. Wolfsnare Creek from its
confluence with the Eastern Branch Lynnhaven
River to the fall line.
Free flow~ng portions of London Bridge Creek
and Wolfsnare Creek and their free flowing
tributaries.
Lake Joyce and Lake Bradford.
. STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 139
VR680-21-08.18 YORK RIVER BASIN
SEC. CLASS Spy STDS SECTION DESCRIPTION
1 II a,NEW-17 York River and the tidal portions of its
tributaries from Goodwin Neck and Sandy Point
upstream to Thorofare Creek and Little Salem
Creek near West Point; Mattaponi River and the
tidal portions of its tributaries from Little
Salem Creek to the end of tidal waters;
Pamunkey River and the tidal portions of its
tributaries from Thorofare Creek near West
Point to the end of tidal waters.
2 III NEW-17 Free flowing tributaries of the York River,
free flowing tributaries of the Mattaponi
River to Clifton and the Pamunkey River to
Romancoke, unless otherwise designated in this
reaulation.
2a III PWS,NEW-17 Queen Creek and Waller Mill -PeftEi Reservoir ...@
tributary of Queen Creek which serves as a raw
water suoolv for the City of Williamsburq) to
the headwaters of the ~ reservoir.
2b III PWS,NEW-17 Jones Pond (a tributary of Queen Creek near
Williamsburg which serves as the raw water
supply for Cheatham Annex Naval Station) and
its tributaries to a point 5 miles upstream.
SEC. CLASS
3 III
SPy STDS.
3a III
PWS
3b III
PWS
3c III
3d \ III
PWS
3e III
PWS
3f III
PWS
SECTION DESCRIPTION
Free flowing portions of the Mattaponi and
Pamunkey Rivers, free flowing tributaries of
the Mattaponi above Clifton, and free
flowing tributaries of the Pamunkey above
Romancoke, unless otherwise designated in this
requlation.
South Anna River from Ashland's raw water
intake to a point 5 miles upstream. .
Northeast Creek from the Louisa County Water
Authority's impoundment dam (approximately 1/8
mile upstream of Route 33) to its headwaters.
South Anna River from Route 15 upstream to a
point 1.5 miles below the effluent from the
Gordonsville Sewage Treatment Plant.
Ni River and its tributaries from
Spotsylvania's raw water intake near ~ Route
627 to their headwaters.
The North Anna River and its tributaries from
Hanover County's raw water intake near Doswell
(approximately 1/2 mile upstream from State
Route 30) to a point 5 miles upstream.
Stevens Mill Run from the Lake Caroline water
impoundment, and other tributaries into the
impoundment upstream to their headwaters.
~
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
PAGE 140
VR680-21-08.19 NEW RIVER BASIN
SEC. CLASS Spy STDS SECTION DESCRIPTION
1 IV u New River and its tributaries, unless
otherwise designated in this reaulation, from
the Virginia-West Virginia State line
to the Montgomery-Giles County line.
V Put and Take Trout Waters in Section 1
~ Clcar Font (Bland COUBty) from 8.5 milco aeove
ita confluence \lith Wolf Creek 10.1 !RileD
upstream.
*** Laurel Creek (a tributary to Wolf Creek in
Bland County) from Rocky Gap to the Route 613
bridge one mile west of the junction of Routes '
613 and 21.
viii Laurel Creek (Bland County) from its
confluenae with Hunting Camp Creek 3.2 miles
upstream.
viii Little Wolf Creek (Bland County) from its
confluence with Laurel Creek 2.6- miles
upstream.
v Sinking Creek from 5.1 miles above its
confluence with the New River 10.8 miles
upstream (near the Route 778 crossing).
SEC. CLASS Spy STDS
vi
vi
v
***
.:i:..:i:..:i:.
VI
ii
.:i:..:i:..:i:. iii
ii
ii
iii
iii
SECTION DESCRIPTION
Sinking Creek from the Route 778 crossing to
the Route 628 crossing.
Sour Branch from its confluence with Little
Walker Creek to its headwaters.
Walker Creek from the Route 52 bridge to its
headwaters.
Wolf Creek (Bland County) from Graoefield to
its headwaters.
Wolf Creek (Dland Count}.) from Roclry Cap to
ita confluence ~dth Wildcrncoo Creek.
Natural Trout Waters in Section 1
Bear Spring Branch from its confluence with
the New River to ita hea.m:atero uostream
includinq all named and unnamed tributaries.
Clear Fork (Bland County) from its confluence
with Wolf Cree]r river mile 8.5 !Rilco upstream
includinq all named and unnamed tributaries.
Cove Creek (Tazewell County) from its
confluence with Clear Fork to ita hcarn.atero
uostream includinq all named and unnamed
tributaries.
Cox Branch from its confluence with Clear Fork
to Tazewell's raw water intake (river mile
1. 6) .
Ding Branch from its confluence with
Nobusines~ Creek 4.9 !Rileo upstream includinq
all named and unnamed tributaries.
Dismal Creek from its confluence with
Kimberling Creek to ita hc~m.atcrD upstream
includinq all named and unnamed tributaries.
~TATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
. TEXT OF REGULATION
SEC. CLASS
ii
.:t....Z..Z.
ii
***
iii
ii
ii
SEC. CLASS
ii
.:L-LZ.
ii
ii
-H-
ii
***
iii
Spy STDS
Spy STDS
PAGE 141
SECTION DESCRIPTION
Dry Fork (Bland County) from 4.8 miles above
its confluence with Laurel Creek 3.7 mileo
upstream includinq all named and unnamed
tributaries.
Eaot Fork Clcar Fork from ita confluence ~dth
Clear Fork to its hco.ffilU.tera.
East Fork Cove Creek (Tazewell County) from.
its confluence with Cove Creek 3.2 mileD
upstream includinq all named and unnamed
tributaries.
Hunting Camp Creek from its confluence with
Wolf Creek to ita hca~.~atcro uostream
includinq all named and unnamed tributaries.
(Hunting Camp Creek from its confluence with
Wolf Creek 8.9 miles upstream.)
(Hunting Camp Creek from 8.9 miles above its
confluence with Wolf Creek 3 miles upstream.)
Laurel Creek (tributary to Wolf Creek in Bland
County) from Camp Laurel in the vicinity of
Laurel Fork Church, 4.5 milca upstream
includinq all named and unnamed tributaries.
Laurel Creek from a point 0.7 mile from its
confluence with Sinking Creek to itD
head~,'atcro upstream includinq all named and
unnamed tributaries.
SECTION DESCRIPTION
Little Creek (Tazewell County) from 1 1/2 1.5
miles above its confluence with Wolf Creek
above the Tazewell County Sportsmen's Club
Lake 1 milcD upstream includinq all named and
unnamed tributaries.
Little Wallter Creclt from the rul~o]d Dland
Count}" line to ita head".,'atero.
Mercy Branch from its confluence with Mill
Creek to ito neafr.:atera uostream includinq all
named and unnamed tributaries.
Mill Creek from the Narrows Town line to the
Narrows Reoeri.-oir aam uostream includinq all
named and unnamed tributaries.
~Hll Creek from thc Narrmis Reservoir dam to
ito head\1~tcra.
Mudley Branch from its confluence. with the
West Fork Cove Creek 0.7 mile upstream
includinq all named and unnamed tributaries.
Nobusiness Creek from its confluence with
Kimberling Creek to its aearnlatcro uostream
includinq all named and unnamed tributaries.
(Nobusiness Creek from its confluence with
Kimberlin~ Creek 4.7 miles upstream.)
(Nobusiness Creek from 4.7 miles above its
confluence with Kimberling Creek 8.2 miles
upstream. )
STATE WATER CONTROL BOARD
VR 680 - 21- 0 0 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS SPy STDS
ii
iii
ii
~
ii
ii
.:LZ.:i:..
1a
1b IV u
1c
SEC. CLASS SPy STDS
1d IV u
V
vi
.&.:L:iI:.
~
VI
iii
ii
ii
ii
PAGE 142
SECTION DESCRIPTION
Oneida Branch from its confluence with the
West Fork Cove Creek 1 mile upstream including
all named and unnamed tributaries.
Panther Den Branch from its confluence with
Nobusiness Creek to its hcad,:atcra uostream
includinq all named and unnamed tributaries.
Piney Creek from its confluence with the New
River to ita hea~.:atera uostream includinq all
named and unnamed tributaries.
Dpur Branch from its confluence with Littlc
Walker Creek to ita hcadwaterCl.
Wabash Creek from its confluence with Walker
Creek to its Rcad',latera uostream includinq all
named and unnamed tributaries.
West For~ Cove Creek from its confluence with
Cove Creek 5.1 miles upstream includinq all
named and unnamed tributaries.
Wolf Creek (Bland County) from Crapefield to
i to Rcam:aters.
(Deleted)
Wolf Creek and its tributaries in Virginia
from its confluence with Mill Creek upstream
to the Giles-Bland County line.
(Deleted)
SECTION DESCRIPTION
Stony Creek and its tributaries, unless
otherwise designated in this requlation, from
its confluence with the New River upstream to
its headwaters, and Little Stony Creek and its
tributaries from its confluence with the New
River to its headwaters.
Put and Take Trout Waters in Section ld
Stony Creek from its confluence with the New
River to its headwaters.
[Ctony Creek from ita confluence -.dth the Nc~..
River 1.9 miles upotrcam (in the vicinity of
Route 611).]
[Ctony Creek from 1.9 miles above ito
confluence ".:ith the New Ri vcr 12.7 mileo
upotreaftl. ]
Natural Trout Waters in Section ld
Dismal Branch from. its confluence with Stony
Creek to its heamiaters uostream includinq all
named and unnamed tributaries.
Dixon Branch from its confluence with North
Fork Stony Creek to its heam:atcra uostream
includinq all named and unnamed tributaries.
Hemlock Branch from its confluence with Little
Stony Creek to ita hea~.laterD uostream
includinq~all named and unnamed tributaries.
Laurel Branch from its confluence with Stony
Creek to ita hearniatero upstream includinq all
named and unnamed tributaries.
PAGE 143
'STATE WATER CONTROL BOARD
vR 686-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS Spy STDS
ii
ii
ii
ii
iii
ii
iii
ii
ii
SEC. CLASS Spy STDS
ii
1e IV
VI
iii
iii
iii
If - FJ
PWS,u
PWS
I'WC,u
19
IV
u
1h
IV
PWS,u
SECTION DESCRIPTION
Laurel Creek from its confluence with Little
Stony Creek to ito hca&#atero uostream
includinq all named and unnamed tributaries.
Little Stony Creek from its confluence with
the New River to ita heafr.iatera uostream
includinq all named and unnamed tributaries.
Maple Flats Branch from its confluence with
Little Stony Creek to itCl heamlatcrD uostream
includinq all named and unnamed tributaries.
Meredith Branch from its confluence with
Little Stony Creek to ita hearn:aterD uostream
includinq all named and unnamed tributaries.
Nettle Hollow from its confluence with Little
Stony Creek to ita hca~.'atcro uostream
includinq all named and unnamed tributaries.
North Fork -Stony Creek from its confluence
with Stony Creek to ito bcadwatero uostream
includinq all named and unnamed tributaries.
Pine Swamp Branch from its confluence with
Stony Creek to ita hea~.iatera uostream
includinq all named and unnamed tributaries.
Pond Drain from its confluence with Little
Stony Creek to itCl hea~.iatcrCl u?stream
includinq all named and unnamed tributaries.
White Rock Branch from its confluence with
Stony Creek to ito beam/otero uostream
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
Wildcat Hollow from its confluence with Stony
Creek to ito hcad;:atcro uostream including all
named and unnamed tributaries.
Kimberling Creek and its tributaries from
Bland Correctional Farm's raw water intake to
a point 5 miles upstream.
Natural Trout Waters in Section Ie
Dismal Creek from its confluence with
Kimberling Creek to ita heafr.:atcro uostream
includinq all named and unnamed tributaries.
pearis Thompson Branch from its confluence
with Dismal Creek to ita hcafr.:atcro uostream
includinq all named and unnamed tributaries.
Standrock Branch from its confluence with
Dismal Creek to i to hcad"./atere uostream
includinq all named and unnamed tributaries.
Lo.urcl Fork and ita tributariea from the
I'ocahontao rar.l ~iater intake at the Wcot
Virginia Ctatc line to thcir hearnJatero.
(Deleted)
Bluestone River and its tributaries, unless
otherwise designated in this requlation, from
the Virgi~ia-West Virginia State line upstream
to their headwaters.
Bluestone River and its tributaries from
Bluefield's raw water intake upstream to its
headwaters.
STATE WATER CONTROL BOARD
VR 680 - 21-- 00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
VI
iii
Spy STDS
PWS
1i IV
PWS
l.j -Pi-
PWS
1k IV
PWS
1.1 VI
ii
PWS
2 IV
v, NEW-5
SEC. CLASS Spy STDS
V
v
v
vi
***
vi
vi
***
vi
vi
PAGE 144
SECTION DESCRIPTION
Natural Trout Waters in Section 1h
Bluestone River (at Route 650 in the vicinity
of Dills Spring) 5.7 miles upstream.
Big Spring Branch in Virginia, from the Town
of Pocahontas' intake, from the Virqinia-West
Virqinia State line, including the entire
watershed in Abbs Valley (the Town of
Pocahontas' intake is located in West Virqinia
(at latitude 37018'23" and lonqitude
81018' 54") .
ClcnGennin Creek from the Celco IIei!Jhto ra"IJi
".later intake to ita hcamiatcrs including the
impounEime~t. (Deleted)
Walker Creek and its tributaries from the
Wythe-Bland Water and Sewer Authority's raw
water intake (for Bland) to a point five miles
upstream.
Cox Branch and its tributaries from Tazewell's
raw water intake at the Tazewell Reservoir
(river mile 1.6) to headwaters.
New River and its tributaries, unless
otherwise designated in this requlation, from
the Montgomery- Giles County line upstream to
the Virginia- North Carolina State line~ (to
include Peach Bottom Creek from its confluence
with the New River to the mouth of Little
Peach Bottom Creek) .
SECTION DESCRIPTION
Put and Take Trout Waters in Section 2
Beaverdam Creek from its confluence with the
Little River to its headwaters.
Big Indian Creek from its confluence with the
Little River to a point 7.4 miles upstream.
Boyd Spring Run from its confluence with the
New River to its headwaters.
Brush Creek from the first bridge on Route 617
south of the junction of Routes 617 and 601 to
the Floyd County line.
Camp Creek from its confluence with the Little
River to its headwaters.
Cove Creek (Wythe County) from Route 77, 8.1
miles above its confluence with Reed Creek,
10.5 miles upstream.
Dodd Creek from its confluence with the West
Fork Little River to its headwaters.
(Dodd Creek from its confluence with the West
Fork Little River 4 miles upstream.)
(Dodd Creek from 4 miles above its confluence
with the West Fork Little River to its
headwaters.) ,
East Fork Stony Fork from its confluence with
Stony Fork 4 miles upstream.
, .
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS Spy STDS
***
v~
vi
vi
vi
vi
vi
v
vi
vi
vi
SEC. CLASS Spy STDS
vi
vi
vi
vi
vi
vi
vi
vi
vi
vi
***
PAGE 145
SECTION DESCRIPTION
Elk Creek from its confluence with Knob Fork
Creek to the junction of State Routes 611 and
662.
Gullion Fork from its confluence with Reed
Creek 3.3 miles upstream.
Little Brush Creek from its confluence with
Brush Creek 1.9 miles uostream.
Lost Bent Creek from its confluence with the
Little River to its headwaters.
Middle Creek from its confluence with Little
River to its headwaters.
Middle Fox Creek from its confluence with Fox
Creek 4.1 miles uostream.
Mill Creek (Wythe County) from its confluence
with the New River 3.7 miles upstream.
North Fork Greasy Creek from its confluence
with Greasy Creek to its headwaters.
Oldfield Creek from its confluence with the
Little River to its headwaters.
Peach Bottom Creek from the mouth of Little
Peach Bottom Creek to its headwaters.
Pine Branch from its confluence with the
Little River to its headwaters.
SECTION DESCRIPTION
Pine Creek (Carroll County) from its
confluence with Big Reed Island Creek ~
mileo upotreaRI to its headwaters.
Piney Fork from its confluence with Greasy
Creek 2.1 milco upotrcam to its headwaters.
Poor Branch from its confluence with the New
River 4.1 mileo upotrcam to its headwaters.
Poverty Creek (Montgomery County) from its
confluence with Toms Creek to its headwaters.
Reed Creek (Wythe County) within the Jefferson
National Forest from 57 miles above its
confluence with the New River 6.8 miles
upstream, unless otherwise designated in this
requlation.
Shady Branch from its confluence with Greasy
Creek to its headwaters.
Shorts Creek from 6.2 miles above its
confluence with the New River in the vicinity
of Route 747, 3 miles upstream.
South Fork Reed Creek from river mile 6.8 (at
Route 666 below Groseclose) 11.9 miles
upstream.
St. Lukes Fork from its confluence with Cove
Creek 1.4 miles upstream.
Stony Fork (Wythe County) from 1.9 miles above
its confluence with Reed Creek at the
intersection of Routes 600, 682, and 21/52 at
Favonia 5.7 miles upstream.
Toms Creek from its confluence with the New
River to its headwaters.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
iii..
vi
***
vi
VI
ii
ii
ii
iii
SEC. CLASS
iii
ii
iii
ii
ii
iii
iii
iii
Spy STDS
Spy STDS
PAGE 146
SECTION DESCRIPTION
Tract Fer)r from the Foreat Service bouBdaryto
ita hcaawatcrs.
West Fork Big Indian Creek from its confluence
with Big Indian Creek to its headwaters.
West Fork Peak Creek from the Forest Service
Boundary to its headwaters.
Wolf Branch from its confluence with Poor
Branch 1.2 miles upstream.
Natural Trout Waters in Section 2
Baker Branch from its confluence with Cabin
Creek 0.9 mile upstream to ita hea~:aterD
includinq all named and unnamed tributaries.
Baldwin Branch from 0.2 mile above its
confluence with Big Horse Creek at the Grayson
County --Ashe County State line 2.4 milco
upstream includinq all named and unnamed
tributaries.
Bear Creek (Carroll County) from its
confluence with Laurel Fork 2.1 milco upstream
includinq all named and unnamed tributaries.
Beaver Creek from its confluence with the
Little River to ito hca&:atero uostream
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
Beaverdam Creek (Carroll County) from its
confluence with Crooked Creek l.8 milcCl
upstream includinq all named and unnamed
tributaries.
Big Branch from its confluence with Greasy
Creek 1.7 miles upstream includinq all named
and unnamed tributaries.
Big Horse Creek from 12.8 miles above its
confluence with the North Fork New River
(above the State line below Whitetop) ~
mileD upstream includinq all named and unnamed
tributaries.
Big Indian Creek from a point 7.4 miles
upstream of its confluence with the Little
River to its hca~.iatcro uostream includinq all
named and unnamed tributaries.
Big Laurel Creek from its confluence with the
Little River to ita hcaa\1atero uostream
includinq all named and unnamed tributaries.
Big Laurel Creek from its confluence with Pine
Creek 1.5 milco upstream includinq all named
and unnamed tributaries.
Big Reed Island Creek from Route 221 to ita
hearn/atcro u~stream includinq all named and
unnamed tributaries.
Big Run from its confluence with the Little
River to ita hcnd'.mtcro uostream includinq all
named and unnamed tributaries.
· ~TATE.WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
Spy STDS.
***
ii
iii
ii
ii
iii
SEC. CLASS
ii
Spy STDS
ii
iii
iii
ii
ii
i
ii
ii
PAGE 147
SECTION DESCRIPTION
Big Wilson Creek from its confluence with the
New River to ita hea~.:Qtero uostream including
all named and unnamed tributaries.
(Big Wilson Creek from its confluence with the
New River 8.8 miles upstream.)
(Big Wilson Creek from 8.8 miles above its
confluence with the New River 6.6 miles
upstream.)
Blue Spring Creek from its confluence with
Cripple Creek 1.4 mileo upstream includinq all
named and unnamed tributaries.
Boothe Creek from its confluence with the
Little River to its hcarnlatcro uDstream
includinq all named and unnamed tributaries.
Bournes Branch from its confluence with Brush
Creek 3.1 mileo upstream includinq all named
and unnamed tributaries.
Brannon Branch from its confluence with Burks
Fork 1.8 milco upstream includinq all named
and unnamed tributaries.
SECTION DESCRIPTION
Brier Run from its confluence with Big Wilson
Creek 1.3 mileo upstream includinq all named
and unnamed tributaries.
Buffalo Branch from its confluence with Laurel
Fork to ita hcad~latcrCl uostream includinq all
named and unnamed tributaries.
Burgess Creek from its confluence with Big
Horse Creek 1.8 milco upstream includinq all
named and unnamed tributaries.
Burks Fork from the Floyd-Carroll County line
to ito hcad~;atcro uostream includinq all named
and unnamed tributaries.
Byars Creek from its confluence with Whitetop
Creek 2.8 mileD upstream includinq all named
and unnamed tributaries.
Cabin Creek from its confluence with Helton
Creek to ita head~iatero uostream includinq all
named and unnamed tributaries.
(Cabin Creek from its confluence with Helton
Creek 3.2 miles upstream.)
(Cabin Creek from 3.2 miles above its
confluence with Helton Creek 2.5 milco
upstream includinq all named and unnamed
tributaries.)
Cherry Creek from its confluence with Big Reed
Island Creek 1.4 miles upstream includinq all
named and unnamed tributaries.
Chisholm Creek from its confluence with Laurel
Fork 2.7 ~ilcs upstream includinq all named
and unnamed tributaries.
STATE WATER ~ONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
iv
Spy STDS
***
iii
ii
iii
iii
iv
SEC. CLASS
iii
Spy STDS
iii
iii
ii
.ii
ii
_ j.i
iii
ii
PAGE 148
SECTION DESCRIPTION
Crigger Creek from its confluence with Cripple
Creek 5.9 milea upstream includinq all named
and unnamed tributaries.
Cripple Creek from the junction of the stream
and U. S. Route 21 in Wythe County to ito
hcaEiwatcrD uostream including all named and
unnamed tributaries.
Crooked Creek (Carroll County) from Route 707
to Route 620.
Crooked Creek from Route 620 to ita neamlo.ters
uostream includinq all named and unnamed
tributaries.
Daniel Branch from its confluence with Crooked
Creek 3.1 milcD upstream includinq all named
and unnamed tributaries.
Dobbins Creek from its confluence with the
West Fork Little River to ita hearniatero
upstream includinq all named and unnamed
tributaries.
Dry Creek from 1.9 miles above its confluence
with Blue Spring Creek 4.e milco upstream
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
Dry Run (Wythe County) from its confluence
with Cripple Creek to its head~.'atcro uostream
includinq all named and unnamed tributaries.
Earls Branch from its confluence with Beaver
Creek to ita acam#atcro uostream includinq all
named and unnamed tributaries.
East Fork Crooked Creek from its confluence
with Crooked Creek to ita heo.d\#iJ.tero uostream
includinq all named and unnamed tributaries.
East Fork Dry Run from its confluence with Dry
Run 2.8 milcD upstream includinq all named and
unnamed tributaries.
East Prong Furnace Creek from its confluence
with Furnace Creek to its heafr.:atero uostream
includinq all named and unnamed tributaries.
Elkhorn Creek from its confluence with Crooked
Creek 4.5 mileo upstream includinq all named
and unnamed tributaries.
Fox Creek from junction of the Creek and Route
734 to ita hcad".iaters upstream includinq all
named and unnamed tributaries.
Francis Mill Creek from its confluence with
Cripple Creek to ita heamiatero upstream
includinq all named and unnamed tributaries.
Furnace Creek from its confluence with the
West Fork$Little River to ita hc~fr./atero
upstream includinq all named and unnamed
tributaries.
'STAT~ WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
. TEXT OF REGULATION
SEC. CLASS
***
Spy STDS
iii
vi**
iii
iii
iii
SEC. CLASS
ii
Spy STDS
ii
ii
***
iii
ii
- iii
iii
iii
PAGE 149
SECTION DESCRIPTION
Glade Creek (Carroll County) from its
confluence with Crooked Creek to ita
hcadwatero uostream including all named and
unnamed tributaries.
Grassy Creek (Carroll County) from its
confluence with Big Reed Island Creek at Route
641, 6.3 milco upstream includinq all named.
and unnamed tributaries.
Grassy Creek (Carroll County) from its
confluence with Little Reed Island Creek at
Route 769, 2.5 mileo upstream includinq all
named and unnamed tributaries.
Greasy Creek from the Floyd-Carroll County
line to ito hcarnlatcrCl uostream includinq all
named and unnamed tributaries.
Greens Creek from its confluence with Stone
Mountain Creek 1.9 mileo upstream includinq
all named and unnamed tributaries.
Guffey Creek from its confluence with Fox
Creek ~.9 mileo upstream includinq all named
and unnamed tributaries.
SECTION DESCRIPTION
Helton Creek from the Virginia-North Carolina
State line to ita hea&latcrD uostream
includinq all named and unnamed tributaries.
Howell Creek from its confluence with the West
Fork Little River to ita hcad\JatcrD uostream
includinq all named and unnamed tributaries.
Jerry Creek (Grayson County) from its
confluence with Middle Fox Creek 6.1 milco
upstream includinq all named and unnamed
tributaries.
Jones Creek from its confluence with Harris
Branch to ito hcad~mtero uostream includinq
all named and unnamed tributaries.
Jones Creek (Wythe County) from its confluence
with Kinser Creek 1.9 milco upstream includinq
all named and unnamed tributaries.
Killinger Creek from its confluence with
Cripple Creek and White Rock Creek to ito
hcadwatcro uostream includinq all named and
unnamed tributaries.
Kinser Creek from 0.4 mile above its
confluence with Crigger Creek above the
National Forest Boundary at Groseclose Chapel
3.~ mileo upstream includinq all named and
unnamed tributaries.
Laurel Branch (Carroll County) from its
confluenc~ with Staunton Branch 1.2 milco
upstream includinq all named and unnamed
tributaries.
Laurel Creek (Grayson County) from its
confluence with Fox Creek 6.1 mileo upstream
including all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
ii
Spy STDS
iii
i
~
iii
ii
SEC. CLASS
***
Spy STDS
-H4
***
ii
ii
; ;
iii
iii
iii
PAGE 150
~
SECTION DESCRIPTION
Laurel Fork from the Floyd-Carroll County line
to ita hcadwatcrs uostream includinq all named
and unnamed tributaries.
Laurel Fork (Carroll County} from its
confluence with Big Reed Island Creek ~
milco upatrcam to the Flovd-Carroll County
line.
Lewis Fork from its confluence with Fox Creek
2.C milca upstream includinq all named and
unnamed tributaries.
Little Bruoh Creek from its conflueRce 1idth
Brush Creek 1.9 miles 1:lpotream.
Little Cranberry Creek from its confluence
with Crooked Creek 2.8 milcD upstream
includinq all named and unnamed tributaries.
Little Helton Creek from the Grayson County-
Ashe County State line 3.7 milco upstream
includinq all named and unnamed tributaries.
Little Rcea Island Creek from the junction of
the otream and Ctate Route 782 and 772 to ito
hco.~..atero, including the Weot Fork Little
Reca Island Crcck (unleoo othendoc
dcDignatcd) .
SECTION DESCRIPTION
~Little Reed Island Creek from the junction of
the stream and State Routes 782 and 772 to ita
headwatcrCl uostream includinq all named and
unnamed tributaries, unless otherwise
designated~ in this reaulation.
[West Fork Little Reea Island Creck from ita
conflueRce with Little Reed Ioland Crcck 7.1
mileo upstream.]
Little River from its junction with Route 706
to ita hcam:atero uostream includinq all named
and unnamed tributaries.
Little Snake Creek from its confluence with
Big Reed Island Creek 5.1 mileo upstream
includinq all named and unnamed tributaries.
Little Wilson Creek from its confluence with
Wilson .Creek (at Route 16 at Volney) 6.1 milco
upstream includinq all named and unnamed
tributaries.
Long Mountain Creek from its confluence with
Laurel Fork to ita hcam:atcrD uostream
includinq all named and unnamed tributaries.
Meadow Creek from its confluence with the
Little River to itD head\mtero uostream
includinq all named and unnamed tributaries.
Meadow View Run from its confluence with Burks
Fork 1.6 mileo upstream includinq all named
and unnamed tributaries.
Middle Creek from its confluence with Crigger
Creek 1.8 mileo upstream includinq all named
and unnamed tributaries.
S"i'ATE"WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
'TEXT OF REGULATION
SEC. CLASS
ii
Spy STDS
i
.:LZ.:i:..
iii
iii
ii
iii
SEC. CLASS
ii
Spy STDS
iii
ii
ii
iii
~
iii
iii
iii
PAGE 151
SECTION DESCRIPTION
Middle Fork Helton Creek from its confluence
with Helton Creek 2.2 miles upstream.
Middle Fork Helton Creek from 2.2 miles above
its confluence with Helton Creek 1.8 mileo
upstream includinq all named and unnamed
tributaries.
Hiddle FOlC Crce]c from itCl confluence ....ith Fox
Creek to i to aeafr.mtcrs.
[Middle FQ]c Creek froR\ ito confluence ~dth Fox
Creek ~. 1 milcD upotream.]
~Middle Fox Creek from 4.1 miles above its
confluence with Fox Creek 8 milea upstream
includinq all named and unnamed tributaries.
Mill Creek (Carroll County) from its
confluence with Little Reed Island Creek ~
milco upstream includinq all named and unnamed
tributaries.
Mill Creek (Grayson County) from its
confluence with Fox Creek 6.2 milco upstream
includinq all named and unnamed tributaries.
Mira Fork from its confluence with Greasy
Creek to ito hc~dr.liltero uostream includinq all
named and unnamed tributaries.
SECTION DESCRIPTION
North Branch Elk Creek from its confluence
with Elk Creek 3.7 mileo upstream includinq
all named and unnamed tributaries.
North Prong Buckhorn Creek from its confluence
with Buckhorn Creek 1.3 mileo upstream
includinq all named and unnamed tributaries.
Oldfield Creek from its confluence with Laurel
Fork to ita hea&:aterD uostream includinq all
named and unnamed tributaries.
Opossum Creek from its confluence with Fox
Creek 1.9 mileo upstream includinq all named
and unnamed tributaries.
PaYne Creek from its confluence with the
Little River to ita headr..'atcro uostream
includinq all named and unnamed tributaries.
rcach Bottom Crec]c from ita confluence \lith
the nC~i River to its headwaters.
Peak Creek from 19 miles above its confluence
with the New River above the Gatewood
Reservoir 5.S R\ilcCl upstream includinq all
named and unnamed tributaries.
Pine Creek (Carroll County} from its
confluence with Big Reed Island Creek ~
mileo upstream includinq all named and unnamed
tributaries.
Pine Creek (Floyd County) from its confluence
with Little River to ita hcad\mtero upstream
includinq all named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
iii
Spy STDS
i
iv
***
ii
iii
ii
SEC. CLASS
iv
Spy STDS
iii
iii
ii
vi**
iii
iii
iii
iii
PAGE 152
,.
SECTION DESCRIPTION
Pipestem Branch from its confluence with Big
Reed Island Creek 1 mile upstream includinq
all named and unnamed tributaries.
Quebec Branch from its confluence with Big
Wilson Creek 1.1 mileD upstream includinq all
named and unnamed tributaries.
Raccoon Branch from its confluence with White
Rock Creek 1.3 milea upstream includinq all
named and unnamed tributaries.
Reed Creek (Wythe County) from 5 miles above
Wytheville's raw water intake to ita
hea&#Qtcro upstream includinq all named and
unnamed tributaries.
Ripshin Creek from its confluence with Laurel
Creek 5 ~ilco upstream includinq all named and
unnamed tributaries.
Road Creek (Carroll County) from its
confluence with Big Reed Island Creek ~
mileo upstream includinq all named and unnamed
t.ributaries.
Roads Creek (Carroll County) from its
confluence with Laurel Fork 3.3 milco upstream
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
Rock Creek from its confluence with Big Reed
Island Creek to ito heamiatcrCl uostream
includinq all named and unnamed tributaries.
Silverleaf Branch from its confluence with the
Little River to itD hcarni~terD uostream
includinq all named and unnamed tributaries.
Snake Creek from Route 670 (3.2 miles above
its confluence with Big Reed Island Creek) ~
milca upstream includinq all named and unnamed
tributaries.
Solomon Branch from its confluence with Fox
Creek 2.7 mileo upstream includinq all named
and unnamed tributaries.
South Branch Elk Creek from its confluence
with Elk Creek 2.9 mileo upstream includinq
all named and unnamed tributaries.
Spurlock Creek from its confluence with the
West Fork Little River to ita heafr.iatero
uostream includinq all named and unnamed
tributaries.
Staunton Branch from its confluence with
Crooked Creek ~.5 mileo upstream includinq all
named and unnamed tributaries.
Stone Mountain Creek from its confluence with
Big Reed Island Creek 5.5 mileo upstream
includinq all named and unnamed tributaries.
Straight Branch (Carroll County) from its
confluence with Greens Creek 1.1 milco
upstream includinq all named and unnamed
tributaries.
.',)f
STAT~ WATER CONTROL BOARD
VF. 680-21-00 WATER QUALITY STANDARDS
. TEXT OF REGULATION
SEC. CLASS
ii
Spy STDS
iii
iii
ii
iii
ii
iii
SEC. CLASS
iii
Spy STDS
iii
iii
***
iii
- ***
iv
ii
i
PAGE 153
SECTION DESCRIPTION
Sulphur Spring Branch from its confluence with
Big Reed Island Creek 1.5 ffiileo upstream
includinq all named and unnamed tributaries.
Tory Creek from its confluence with Laurel
Fork 3.6 mileo upstream includinq all named
and unnamed tributaries.
Tract Fork from the confluence of Big Chufflc
Branch to ito heaa."lJlaterD Fortnerfield Branch
uostream includinq all named and unnamed
tributaries.
Trout Branch from its confluence with Little
Reed Island creek 2 mileD upstream includinq
all named and unnamed tributaries.
Turkey Fork from 2.6 miles above its
confluence~ith Elk Creek 3.1 milco upstream
including all named and unnamed tributaries.
Venrick Run from its confluence with Reed
Creek 3.2 milco upstream includinq all named
and unnamed tributaries.
West Fork Comers Rock Branch from its
confluence with Comers Rock Branch to ito
hcadr.;atcro uostream includinq all named and
unnamed tributaries.
SECTION DESCRIPTION
West Fork Dodd Creek from its confluence with
Dodd Creek 7.6 milcD upstream includinq all
named and unnamed tributaries.
West Fork Dry Run from its confluence with Dry
Run 2 miles upstream.
West Fork Little Reed Island Creek (Carroll
County) from its confluence with Little Reed
Island Creek 7.1 mileD upstream includinq all
named and unnamed tributaries.
West Fork Little River from its confluence
with Little River to ito he~&1atero uostream
includinq all named and unnamed tributaries.
West Prong Furnace Creek from its confluence
with Furnace Creek to ita bcafr.;atcro upstream
includinq all named and unnamed tributaries.
White Rock Creek from its confluence with
Cripple Creek to ito hcad'.mtcro uostream
includinq all named and unnamed tributaries.
(White Rock Creek from its confluence with
Cripple Creek 1.9 miles upstream.)
(White Rock Creek from 1.9 miles above its
confluence with Cripple Creek 3.5 miles
upstream. )
Whitetop Creek from its confluence with Big
Horse Cre~k 1.1 milcCl upstream includinq all
named and unnamed tributaries.
Wilburn Branch from its confluence with Big
Wilson Creek 1.5 mileo upstream includinq all
named and unnamed tributaries.
STATE WATER CONTROL BOARD
VR 680 - 21- 00 WATER QUALITY STANDARDS
TEXT OF REGULATION
SEC. CLASS
2a IV
Spy STDS
PWS,v
2b IV
PWS,v
2c IV v, NEW-4
V
vi
vi
SEC. CLASS Spy STDS
VI
44-i- ii
44-i- ii
iii
4-3.:4 ii
2d IV PWS,v,NEW-5
2e
2f IV
PWS,V
VI
iii
***
PWS
iii
PAGE 154
SECTION DESCRIPTION
New River from Radford Army Ammunition Plant's
raw water intake (that intake which is the
further downstream), upstream to a point 5
miles above the Blacksburg- Christiansburg,
V.P.I. Water Authority's raw water intake and
including tributaries in this area to a point
5 miles above the respective raw water
intakes.
New River and its tributaries from Radford's
raw water intake upstream to Claytor Dam, and
Little River and its tributaries from its
confluence with the New River to the mouth of
Burks Run.
~ew River and its tributaries, except Peak
Creek above Interstate Route 81, from Claytor
Dam to B~g Reed Island Creek (Claytor Lake) .
Put and Take Trout Waters in Section 2c
Chimney Branch from its confluence with Big
Macks Creek to its headwaters.
White Oak Camp Branch from its confluence with
Chimney Branch to its headwaters.
SECTION DESCRIPTION
Natural Trout Waters in Section 2c
Bark Camp Branch from its confluence with Big
Macks Creek to ita hcam:~tcro uostream
includinq all named and unnamed tributaries.
Big Macks Creek from Powhatan Camp to ita
hcamiatero uostream includinq all named and
unnamed tributaries.
Little Macks Creek from its confluence with
Big Macks Creek to ita hcam~atero uostream
includinq all named and unnamed tributaries.
Puncheoncamp Branch from its confluence with
Big Macks Creek to ita hcad..mtcro uostream
includinq all named and unnamed tributaries.
Peak Creek and its tributaries from Pulaski's
raw water intake upstream, including Hogan
Branch to its headwaters and Gatewood
Reservoir.
(Deleted)
Little Reed Island Creek and its tributaries
from Hillsville's upstream raw water intake
near Cranberry Creek to a point 5 miles above
Hillsville's upstream raw water intake,
including the entire watershed of the East
Fork Little Reed Island Creek.
Natural Trout Waters in Section 2f
East Fork Little Reed Island Creek.
Little Reed Island Creek from Hillsville's
upstream raw water intake to a point 5 miles
upstream.
Mine Branch from its confluence with the East
Fork Little Reed Island Creek 2 miles
upstream.
-STATE WATER CONTROL BOARD
VR 680-21-00 WATER QUALITY STANDARDS
. TEXT OF REGULATION
SEC.
2g
2h
SEC.
2i
2j
2k
2l
2m
2n
CLASS
IV
VI
***
IV
VI
***
ii
iii
CLASS
iii
IV
IV
IV
IV
V
vi
IV
-Rf
Spy STDS
PWS,v
PWS,V
PWS,v
PWS
Spy STDS
PWS
PWS
PWS
PWS, NEW-4,5
flW&
PAGE 155
SECTION DESCRIPTION
Reed Creek and its tributaries from
Wytheville's raw water intake to 5 miles
upstream.
Natural Trout Waters in Section 2g
Reed Creek from the western town limits of
Wytheville to 5 miles upstream.
Chestnut Creek and its tributaries from
Galax's raw water intake upstream to their
headwaters or to the Virginia-North Carolina
State line.
Natural Trout Waters in Section 2h
Coal Creek from its confluence with Chestnut
Creek to ita hcadr.:atcro uostream includinq all
named and unnamed tributaries.
East Fork Chestnut Creek (Grayson County) from
its confluence with Chestnut Creek 6.2 milco
upstream includinq all named and unnamed
tributaries.
Hanks Branch from its confluence with the East
Fork Chestnut Creek 2.9 milco upstream
includinq all named and unnamed tributaries.
SECTION DESCRIPTION
Linard Creek from its confluence with Hanks
Branch 1.2 milco upstream includinq all named
and unnamed tributaries.
Fries Reservoir section of the New River.
Eagle Bottom Creek from Fries' raw water
intake upstream to its headwaters.
Stuart Reservoir section of the New River.
New River and its tributaries inclusive of the
Austinville Water and Sewer Authority's
intake, New Jersey Zinc Company's raw water
intake, and the Wythe-Bland Water Authority's
Ivanhoe intake to points 5 miles above the
intakes.
Put and Take Trout Waters in Section 2l
Powder Mill Branch (from 0.6 mile above its
confluence with the New River) 2.1 miles
upstream.
New River (Claytor Lake) and its tributaries
from the Klopman Mills raw water intake to a
point 5 miles upstream of the Pulaski County
Public Service Authority'S raw water intake.
Cool Cpring La]tc, a tributary to I'cak Crcck,
from the Cool Cpring rml r.:ater intake to ita
hc~d".l~tcro, including thc impoundment.
(Deleted)
AGENDA ITEM NO. ;?~t13tJ( J7'"
DATE: ;:?-L f'.6'
ITEM NAME:8d..,?b?;~'~.s-::1;'4'4'/j-...Ird
c/
4fl ~~ !Jy ft)~ U~
~, ~< &/~
THIS ITEM HAD NO PAPERWORK
"
COUNTY OF ALBEMARLE
!:;i:,tr:buted &l &l:m.i:.!!::/~
~endl item No !!f!.:..~~L ~
MEMORANDUM
TO:
Board of Supervisors
Ella W. Carey, Clerk, CMC ~
FROM:
DATE:
March 1, 1996
RE:
Reading List for March 6,1996
~mber 15, 1993 - pages 1 - 16 (Item #12) - Mr. Perkins ~
pages 16 (Item #12) - 30 - Mrs. Humphris ~/~---
November 17,1993 - Mr. Bowerman
~arch 8, 1995 - Mr. Marshall v/
S€ptemeer 19(A), 1<}~5 - Ml. Martin
~
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( ~ ~JJL.LL1-eC)
1- ~;;..,
~ :i'/ 9~
MEMO
To:
From:
Subject:
Date:
David Benish, Chief of Community Development .
Lettie E. Neher, Senior Deputy Clerk ;e1~
Revenue Sharing Program, FY 1996-97
March 7, 1996
COflf
Enclosed is the original letter addressed to James S. Givens signed by Charlotte Humphris to use
in applying for the State's Revenue Sharing Program for Fiscal Year 1996-97. It needs to have
the list of roads attached. Please send a copy of this correspondence to Angela Tucker, and
return a copy to me when it is completed.
len!
Attachment
c: Wayne Cilimberg
DRAFT
February 12, 1996
County Primary and Secondary Road Fund
(Revenue Sharing Program)
Code of Virginia, Section 33.1-75.1
Fiscal Year 1996-97
County of Albemarle
Mr. James S. Givens
State Secondary Roads Engineer
Virginia Department of Transportation
1401 East Broad Street
Richmond, Virginia 23219
Dear Mr. Given:
The County of Albemarle, Virginia, indicates by this letter its official intent to participate in the "Revenue Sharing Program" for
Fiscal Year 1996-97. The County will provide $500,000 for this program, to be matched on a dollar-for-dollar basis from funds
of the State of Virginia.
The County worked with its Resident Engineer, and developed the attached prioritized list of eligible items of work recommended
to be undertaken with these funds. The County also understands that the program will be reduced on a pro rata basis if requests
exceeds available funds.
Sincerely,
Charlotte Humphris
Chairperson, Board of Supervisors
pc: Angela Tucker
David P. Bowerman
OlarlottesviUe
COUNTY OF ALBEMARLE
Office of Board of Supervisors
401 Mcintire Road
Charlottesville, Virginia 22902-4596
(804) 296-5843 FAX (804) 296-5800
Charles S. Martin
R ivanna
Charlotte Y. Humphris
Jack Jouett
Walter F. Perkins
White Hall
Forrest R. Marshall, Jr.
ScOl15ville
Sally H. Thomas
Samuel Miller
March 6, 1996
Mr. James S. Givens
state Secondary Roads Engineer
Virginia Department of Transportation
1401 East Broad Street
Richmond, VA 23219
RE: County Primary and Secondary Road Fund'
(Reyenue Sharing Program)
Code of Virginia, S 33.1-75.1
Fiscal Year 1996-97
County of Albemarle
Dear Mr. Givens:
The County of Albemarle, Virginia, indicates by this letter
its official intent to participate in the "Revenue Sharing
Program" for the Fiscal Year 1996-97. The County will provide
$500,000 for this program, to be matched on a dollar-for-dollar
basis from funds of the Commonwealth of Virginia.
The County worked with its Resident Engineer, and developed
the attached prioritized list of eligible items of work recom-
mended to be undertaken from these funds. The County also
understands that the program will be reduced on a pro rata basis
if requests exceed available funds.
Sincerely,
~7'~~
Charlotte Y. Humphris
Chair, Board of County Supervisors
len\
Attachment (1)
c: Angela Tucker, Resident Engineer
*
Printed on recycled paper
..
COUNTY OF ALBEMARLE
EXECUTIVE SUMMARY
0; <;t., ,:1.,:.,.,; '.," ' ~/-$
'" --~-- ""'" ,1\,.~1\.l, .~~_.....IIllIJt;l---.~.-~"....~
.\;ltrn1' Item No. .!!~~!!{Lb
AGENDA TITLE:
VDOT Revenue Sharing Program
AGENDA DATE:
March 6, 1996
ITEM NUMBER:
ACTION:
INFORMATION:
SUBJECTIPROPOSALIREOUEST:
Request by County to participate in the VOOT Revenue
Sharing Program
CONSENT AGENDA:
ACTION: X
INFORMATION:
ATTACHMENTS:
STAFF CONTACT(S):
Messrs. Tucker,Cilimerg,Benish
REVIEWED BY:
BACKGROUND
VOOT's County Primary and Secondary Road Fund, or "Revenue Sharing Program," provides the opportunity for the County to
receive an additional $500,000 for road improvements. The program requires a dollar-for-dollar match by the County. The result
is a total commitment of an additional $1,000,000 toward improvements to the local road system. The County has participated
in this Program since 1988.
DISCUSSION
The County must formally request participation in this program by March 22, 1996.
Attached is a draft letter of intent to participate in the program for 96/97. The funds for FY96/97 would be used for the
construction of the Meadow Creek Parkway from Charlottesville city limits to the CSX Railroad.
The Board has planned for participation in the Revenue Sharing Program in the proposed FY1996-200 1 Capital Improvements
Program, and recently reviewed the proposed FY 96/97 Capital Improvement Budget which included $500,000 in matching funds
for the Revenue Sharing Program.
Future revenue sharing projects include Rio Road, Greenbrier Extended, Georgetown Road, Airport Road, Old Ivy Road, Old
Lynchburg Road, and Jarman Gap Road.
RECOMMENDATION
Participate in the Revenue Sharing Program consistent with the proposed FY 1996-2001 Capital Improvements Program and
authorize the Chairman to notify VDOT of our intent to participate in the program.
I:\g\s\revsh96.surn
96.027
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COMMONWEALTH of VIRGINIA
DAVID R. GEHR
COMMISSIONER
DEPARTMENT OF TRANSPORTATION
1401 EAST BROAD STREET
RICHMOND. 23219.1939
JAMES S. GIVENS
STATE SECONDARY ROADS ENGINEER
January 26 1996
Boards of Supervisors of All Counties
and the City of Suffolk Council
Re: County Primary and
Secondary Road Fund
(Revenue Sharing Program)
Fiscal Year 1996-97
Dear Members of the Boards of Supervisors
and Members of the Council:
The County Primary and Secondary Road Fund, more commonly known as the "Revenue
Sharing Program," allows the Virginia Department of Transportation (VDOT) to provide state
funds to match local funds for the construction, maintenance, or improvement of primary and
secondary highways in your county. This money also may be used for the addition of subdivision
streets otherwise eligible under Section 33.1-72.1 Code of Virginia. Such a cooperative program
between local governments and VDOT allows for an increased number of road improvements
throughout the Commonwealth. In the current fiscal year, 36 counties chose to participate in the
Revenue Sharing Program, thereby providing $20 million for additional improvements to the
primary and secondary system.
The Commonwealth Transportation Board's annual allocation of state funds in this program
is limited to $10,000,000 (Code of Virginia, Section 33.1-75.1 [C]). If your county wishes to
participate in the program for the fiscal year ending June 30, 1997, the Board of Supervisors or
members of Council must notify VDOT of:
*
its intent to participate in the Revenue Sharing Program,
the amount of local funds to be provided, not to exceed $500,000, and
the prioritized list of eligible projects with individual estimated project costs.
*
*
The Resident Engineer for your locality will work with you to identify a list of one or more
improvement projects to be undertaken with these funds. Your Resident Engineer will also help
you establish estimated project costs. VDOT must receive this information on the attached form by
March 22, 1996.
TRANSPORTATION FOR THE 21 ST CENTURY
~, ~
page 2
This package of information should be sent to:
Virginia Department of Transportation
Secondary Roads Division
140 I E. Broad Street
Richmond, Virginia 23219
NDk: A sample letter of notification is attached for your reference.
In the event that localities throughout the state request a total in excess of the available
matching funds, the Commonwealth's participation will be adjusted downwards on a pro rata basis
to remain within the limits of the appropriation. The adjustment may require that the lowest
priority project or projects be dropped from the program. You will be notified of the preliminary
amount available to your locality in April, 1996; this amount will be subject to approval by the
Commonwealth Transportation Board in June, 1996.
Conversely, should total requests require less than the available funds, those counties which
initially requested the $500,000 maximum may apply for a part of the remaining appropriation
(Code of Virginia, Section 33.1-75.1[D]). The allocation of any remaining funds will be decided in
June, 1997.
NDk: A set of guidelines for administering this program is enclosed to assist you in making
these assignments.
Thank: you for your continued support of this effort.
Sincerely,
9
James S. Givens
State Secondary Roads Engineer
"
Attachments
pc: Mr. James W. Atwell
District Administrators
Ge; :~_/J$
J;.~ 1"/
.
GUIDE
to the
REVENUE SHARING PROGRAM
of the
.
Virginia Department of Transportation
Secondary Roads Division
Memorandwn SR-48-92
Richmond, Virginia
March, 1992
Copyright 1992, Commonwealth of Virginia
.
.
!&
.
.
.
VIRGINIA DEPARTMENT OF TRANSPORTATION
SECONDARY ROADS DIVISION
MEMORANDUM
Subject: Revenue Sharing Program
Number:SR - 48 - 92
Specific Subject: GUIDE TO THE
REVENUE SHARING PROGRAM per
Code of Virainia 33.1-75.1
Date: 3/l0/92
Supersedes:prev. guide
Directed to:
LOCAL GOVERNMENTS
DISTRICT ADMINISTRATORS
RESIDENT ENGINEERS
Sig ature: ~~12
cL/~ 1, ~~
state Seconda Roads Engineer
This revised document provides a comprehensive summary of the Revenue Sharing
program as established by the Code of Virginia and as governed by the policies of the
CommQnwealth Transportation Board. It is inten,ded to serve as a reference for local
jurisdictions and VDOT staff in the preparation and disposition of applications for program
funding.
This document defines eligible projects, summarizes funding limitations, and describes
the roles of the parties involved in the application and approval process.
All previous instructions regarding administrative procedures for Revenue Sharing
projects are hereby superseded.
Copyright 1992) Commonwealth of Virginia
"
. REVENUE SHARING GUIDELINES
CONTENTS
~ I. Purpose 1
II. Definitions 1
A. Budget Item Number
B. Construction Improvements
C. County Primary and Secondary Road Fund
D. Incidental Improvements
E. Maintenance
F. Matching Funds
G. New Hardsurfacing (paving)
H. Plant Mix
I. Project (eligible)
J. Project Number
K. Secondary Six-Year Plan
. m. Eligible Work 3
A. Deficits on Completed Construction or Improvements
B. Supplemental Funding for Ongoing Construction or Improvements
C. Supplemental Funding for Future Construction or Improvements
D. Construction or Improvements not Included in the Adopted Six Year Plan
E. Construction or Improvements for the Acceptance of Subdivision Streets
F. Unprogrammed Maintenance
IV. Application Process 5
V. Approval Process 6
VI. Implementation Process 6
A. VDOT Administered Work
B. County Administered Work
VII. Additional Allocations 8
:.
.
.
~
.
REVENUE SHARING GUIDELINES
I. PURPOSE
The "Revenue Sharing Program" provides additional funding for the maintenance or
improvement of the primary and secondary highway systems and eligible additions in the counties
of the Commonwealth, including the fonner Nansemond County portion of the City of Suffolk.
The program is administered by the Department of Transportation, in cooperation with the
participating localities, under the Authority of Section 33.1-75.1 of the Code of Vir~inia. An
annual appropriation of funds for this program is designated by the Commonwealth Transportation
Board, with statutory limitations on the amount authorized per locality.
Application for program funding must be made by resolution of the governing body of the
jurisdiction in which the road is located. Project funding is allocated by resolution of the
Commonwealth Transportation Board. Construction may be accomplished by the Department of
Transportation or, where appropriate, by the locality under an agreement with the Department.
D. DEFINITIONS
The following terms are important in understanding the revenue sharing program.
A. Budget Item Number, means a multi-digit code which identifies work to be completed; it is
used for minor activities which are usually done in one year. (See incidental improvements).
B. Construction Improvements, means operations which usually require more than one fiscal year
to complete, and which change or add to the characteristics of a road, facility, or structure.
C. "..... County Primary and Secondary Road Fund", means the designation given to the
specially funded program developed by the county government and the Department of
Transportation subject to approval by the Commonwealth Transportation Board. This is more
commonly referred to as the Revenue Sharing Program.
1
D. Incidental Improvements, means any operation, usually constructed within one year, which
changes the type, width, length, location,.or gradient of a road, facility, or structure; or the addition
of features not originally provided for such road, facility, or structure.
E. Maintenance, means activities involved in preserving or restoring the roadway, facility or
structure to its original condition, as nearly as possible.
F. Matching Funds, means funds provided by the Commonwealth which are allocated to eligible
items of work in participating counties and the City of Suffolk. to supplement, on a dollar-for-dollar
basis, the locality's contribution for eligible projects.
G. New Hardsurfacing (paving), means the first-time paving of a previously unpaved roadway;
usually composed of a multiple course asphalt surface treatment In order for a road to be eligible
for paving, it must meet the minimwn traffic volwne criterion of 50 vehicles per day (VPD).
H. Plant Mix, means an asphalt-based compound used in highway construction and maintenance.
For a road to be eligible for plant mix, it should:
.
Have an average Daily Traffic (ADn of 500 or greater;
Be a major secondary and serve as a major transportation facility in the locality;
Be classified as "tolerable" in accordance with established standards for such a
detennination;and
Consist of an overlay necessary to restore the typical section and/or riding surface of
the roadway.
.
.
.
I. Project (eligible), means work including construction, improvement, maintenance, and addition
costs.
J. Project Number, means a multi-digit code which identifies work to be completed; it is used in
conjunction with construction.
K. Secondary Six-Year Plan, means the official listing of projects to be constructed, which is
developed jointly by the Department of Transportation and the county governments. (Section 33.1-
70.01, Code ofViriinia.
2
.
"
.
.
~
.
ill. ELIGIBLE WORK
Revenue Sharing funds may be used to finance eligible work on a county's primary or
secondary system. Below is a list of work which could be considered eligible for Revenue Sharing
funds, and examples of each.
A. Deficits on Completed Construction or Improvements.
When the Resident E~gineer has a completed project with a deficit, the county may request
that the deficit be financed with Revenue Sharing funds provided the county is willing to contribute
one half of the deficit as its portion.
Exmnple:
Actual Cost
Available project funding
Actual deficit
County participation
State match
Revenue Sharing Funding
= $120,000
= $100.000
= $ 20,000
= $ 10,000
= $ 10.000
= $ 20,000
B. Supplemental Funding for Ongoing Construction or Improvements.
When the Resident Engineer anticipates the cost to complete the construction or
improvement will exceed the financing currently committed to this work, the county may request
that the anticipated deficit be financed with Revenue Sharing funds provided the county is willing
to contribute one half of the anticipated deficit as its portion.
Example:
Available project funding
Estimated cost
Estimated deficit
County participation
State match
Revenue Sharing Funding
= $100,000
= $150.000
= $ 50,000
= $ 25,000
= $ 25.000
= $ 50,000
3
C. Supplemental Funding for Future Construction or Improvements Listed in the Adopted
Six-Year Plan.
When the Residept Engineer anti~ipates allocations (in addition to those proposed in the
adopted Six- Year Plan) will be required to completely finance a project, the county may request
permission to provide one half of such additional financing with the remaining one half provided by
state matching funds. This includes, but is not limited to, such things as signalization, additional
preliminary engineering, or acquisition of additional right-of-way. This same procedure may be
utilized to accelerate the funding of a project and thereby permit its completion earlier than
otherwise would have been possible.
D. Construction or Improvements not Included in the Adopted Six-Year Plan.
When the Resident Engineer believes that the necessary work may be completed within the
fiscal year, the county may request one half the funds to construct a project not currently included
in the Six-Year plan. However in such cases, the county funds, together with the state matching
funds, must finance the entire estimated cost of the project within the fiscal year involved.
E. Construction or Improvements Necessary for the Acceptance of Specific Subdivision
Streets Otherwise Eligible for Acceptance into the System for Maintenance.
The construction or improvements (widening, surface treating, etc.) necessary for the
acceptance of certain subdivision streets otherwise eli8ible under Section 33.1-72.1, Code of
Vit:iini~ for acceptance into the secondary system. The work should be completed within the
fiscal year involved.
F. Unprogrammed Maintenance Whose Accomplishment is Consistent with the
Department's Operating Policies.
Examples of this type of work include normal maintenance replacement activities such as
guardrail replacement, plant mix overlays, sidewalks and curb & gutter repair.
4
.
'-
.
.
,.
IV. APPLICATION PROCESS
Application for Revenue Sharing Funds may be made only by the governing body of the
county or the City of Suffolk in which the road is located. The following process describes the
steps which .occur in determining the funding available for each participating locality to finance
eligible projects.
1. VDOT's State Secondary Roads Engineer sends a letter inviting all county
governments to participate in the revenue sharing program for the coming fiscal
year.
2. The County Government determines its intent to participate in the program, and
the amount of county funds to be provided. The County Government and
Resident Engineer jointly prepare a prioritized plan to recommend assignment of
requested funds to eligible projects. This prioritized plan should:
· list what is to be included for each project (example: length of road, width
of road, estimated cost, etc.);
· identify who will administer each project (see subsection 33.1-75.1 [B],
regarding when a project may be administered by a county.)
While there is no limit on the amount of funds the county may contribute, the
amount of funds eligible for State matching funds may not exceed the statutory
limitation.
3.
The Resident Engineer submits the detailed prioritized plan developed in Step 2 of
the process with recommendations to the Secondary Roads Division, with a copy to
the appropriate District Administrator.
This prioritized plan must be received by the date specified in the invitation letter.
4. VDOT's Secondary Roads Division notifies the county governments of the amount
of State matching funds available for use in their counties, subject to the approval of
the Commonwealth Transportation Board. If the total requests exceed the amount
available according to statute, each participating county will receive State matching
funds on a pro rata basis, and the prioritized plan will be adjusted accordingly.
5
V. APPROVAL PROCESS
The following process describes the steps which occur in securing approval of the Statewide
Revenue Sharing Program from the Commonwealth Transportation Board.
1. VDOTs Secondary Roads Division reviews the individual plans, and if found to
be acceptable, develops the Statewide plan and recommends it be submitted to the
Commonwealth Transportation Board for approval. The Maintenance and
Programming and Scheduling Divisions will also review the plans as appropriate
for their areas of responsibility.
2. The Commonwealth Transportation Board approves the Statewide program.
including allocations to specific projects in each county's plan. Upon approval of
the plan, it constitutes the "..... county primary and secondary road fund." Any
modification of the approved program must be agreed upon by the county
government and VDOT and approved by the Commonwealth Transportation Board.
VI. IMPLEMENTATION PROCESS
A. VDOT administered work
The following process describes the steps which occur in the implementation of the
Revenue Sharing Program, beginning with the approval by the Commonwealth Transportation
Board and ending with the payment by the county and subsequent state match.
1. VDOTs Secondary Roads Division authorizes the Fiscal Division to reserve the
State Matching funds for the approved specific projects. These monies are placed in
a special VDOT account for this purpose.
2. If applicable, the Secondary Roads Division prepares county/state agreements
which govern the perfonnance of work administered by VDOT. The agreement
must be executed prior to incurring any cost to be financed from the Revenue
Sharing Program.
3. The Fiscal Division bills the county for its share of the estimated cost of work to be
performed; the money is collected prior to the beginning of work in accordance with
current billing procedures.
6
.
4.
After the project is completed, the Fiscal Division makes a final billing to the
county for its share of the actual costs incurred, in excess of those provided in Step
3. If the county's share of the actual cost is less than the estimated cost, the
difference may be refunded to the county or reassigned to another Revenue Sharing
project.
~
If a County government wishes to cancel a project begun under the revenue sharing
program during the Preliminary Engineering (PE) or Right of Way (R/W) phases but prior to the
construction phase, it may do so by Board of Supervisors' resolution. The Department retains the
sole option to require reimbursement by the county of all State matching funds spent from the time
the project was begun until it is canceled.
If construction does not begin before the end of the Fiscal year involved, the county must
pay the Department its share, or certify that the money is held in a special fund account specifically
earmarked for the project{s). This must occur by June 30 of the fiscal year or it may result in loss
of state matching funds.
B. County administered work
. The following process describes the steps which occur in the implementation of the
Revenue Sharing Program, beginning with the approval by the Commonwealth Transportation
Board and ending with the payment by the county and subsequent state match.
1. VDOT's Secondary Roads Division authorizes the Fiscal Division to reserve the
State Matching funds for the approved specific projects. These monies are placed in
a special VDOT account for this purpose.
2. The Secondary Roads Division prepares county/state agreements which govern the
performance of work administered by the county. The agreement must be executed
prior to incurring any cost to be financed from the Revenue Sharing Program.
3. After all work is completed, the County makes a final billing to VDOT for its share
of the actual costs incurred. If the actual cost is less than that provided by the
agreement, the difference may be reassigned to another Revenue Sharing project in
the county, or refunded to the VDOT Revenue Sharing account.
.
.
7
If a County government wishes to cancel a project begun under the revenue sharing
program before it is completed, it may do so by Board of Supervisors' resolution. The Department
retains the sole option to require reimbursement by the county of all State matching funds spent
from the time the project was begun until it is canceled.
If construction does not begin before the end of the Fiscal year involved, the county must
certify that the money is held in a special fund account specifically earmarked for the project(s).
This must occur by June 30 of the fiscal year or it may result in loss of state matching funds.
vu. ADDmONAL ALLOCATIONS
One month prior to the end of any fiscal year in which less than $10 million has been
allocated from state funds under section 33.1-75.1 [0] of the Code of Vir~ini~ those counties
requesting $500,000 may be allowed an additional allocation. The difference between the amount
allocated and $10 million shall be allocated at the discretion of the Commonwealth Transportation
Board among the counties receiving the maximum allocation.
8
Ilt\TE
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----------------------------------------------------
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AGINlt\ ITIM lW.E _.L'&~~.IfL_{;i.~L--~~~~~~----
DEFFRRID lNflL 3 --6;.~
---------------~-------------------------
Form. 3
7/25/86
Mill :3--G_a6/
---------------------~~---------~------------------
AGIN)A ITIM m. __.:!tf:ile~_~rf_______________________
AGIN)A ITIM~ -~/~/L~_~~~L_X~P-&A)
DEFERRED UNTIL _________~~~~~~_____________________
Form.3
7/25/86
COUNTY OF ALBEMARLE
EXECUTIVE SUMMARY
AGENDA TITLE:
Community Development Block Grant Public
Hearing
AGENDA DATE:
March 6, 1996
ITEM NUMBER:
ACTION: Yes
INFORMATION:
SUBJECT/PROPOSAL/REOUEST:.
It is required to hold a meeting to solicit public
input regarding the proposed housing rehabilitation
project to be funded through a Virginia Community
Development Block Grant.
CONSENT AGENDA: Yes
ACTION: X INFORMATION:
ATTACHMENTS: Yes
STAFF CONTACT(S):
Messrs. Tucker, McDonald
REVIEWED BY:
BACKGROUND:
Pursuant to a public hearing on the CDBG program held on February 7, 1996, the Board of Supervisors voted to
submit an application for funding for a housing rehabilitation project. A second public hearing must be held to allow
comment on the proposed project and past use of CDBG funds. After the second public hearing, the Board of
Supervisors must indicate approval of the proposed project and pass a resolution authorizing the County Executive
to submit an application to the Virginia Department of Housing and Community Development.
DISCUSSION:
The attached project summary describes the proposed housing rehabilitation project. The County is seeking
$722,620 in CDBG funds to rehabilitate thirty-five single-family houses in the Esmont area. An additional $213,143
in County funds, and $106,750 in Indoor Plumbing and Regional Loan funds will serve as matching funds for the
project, for a total project cost of $1,042,513. The County will sub-contract with the Albemarle Housing
Improvement Program for project implementation and administration.
Also attached is a resolution authorizing the County Executive to submit the application for CDBG funds to the state.
RECOMMENDATION:
Staff recommends approval of the proposed housing rehabilitation project and adoption of the attached resolution
authorizing the County Executive to submit the application to the Virginia Department of Housing and Community
Development.
~D lli @-1~~U_~"'~.,
I .'
: . _ 5 .."
96.044
8(''\RD OF SUPERVISC~
-:.,J
ALBEMARLE COUNTY HOUSING REHABILITATION PROJECT
1996 COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM
PROGRAM SUMMARY
PROJECf DESCRIPTION
Albemarle COWlty, in conjWlction with the Albemarle Housing Improvement Program (AI-llP), proposes to rehabilitate thirty-five (35)
substandard, single-family homes. All rehabilitation work will bring the units up to, or will exceed, Section 8 minimum housing quality
standards. All conditions that cWTently qualify the units as substandard will be addressed, including incomplete or lack of indoor
plumbing. and/or major exterior and interior deficiencies.
At least three of the units will be rental units. The rent charged for these units after rehabilitation will not exceed more than 35% of the
tenants' income for at least a seven year period.
The COWlty proposes to use Community Development Block Grant (CDBG) fimds for the following activities:
Construction-labor and materials
Administration
CDBG fimds will be leveraged with other fimds to implement the project. Overall grant administration will be the responsibility of the
Albemarle COWlty Housing Coordinator. The COWlty will sub-contract with AI-llP for project implementation and day-to-day
administration.
PROJECT BENEFICIARIES
Thirty-five low- and moderate income families will benefit from the housing rehabilitation project. All of the housing units are located in
the Esmont area of the County. Income eligibility will be verified by AHIP.
PROJECf FUNDING
Albemarle County will request $722,620 in CDBG funds from the Virginia Department of
Housing and Community Development. CDBG funds will be matched by County contributions of
$213,143 which is available through the County's annual appropriation to AHIP. Additional funds from Indoor Plumbing
and Regional Loan funds will also be used. The total project budget is $1,042,513.
RESOLUTION AUTHORIZING DONATION TO
CLAUDIUS CROZET PARK, INC.
WHEREAS, Claudius Crozet Park is an entity permitted under
the Code of Virginia to receive donations of money or property
from the County of Albemarle; and
WHEREAS, the Board finds it is in the public interest to
donate funds to support the development of facilities necessary
for this entity to provide services to the community.
NOW, THEREFORE, BE IT RESOLVED that the Albemarle Board of
County Supervisors hereby appropriates and donates to Claudius
Crozet Park, Inc. an amount equal to the fees charged by Albe-
marle for preliminary and final site plan review for the Crozet
Park project, provided, however, the amount shall not exceed
$2,000. Upon certification by the appropriate development review
department, such funds shall be transferred by the Department of
Finance to the revenue accounts of that department or directly to
Claudius Crozet Park, Inc. if the fee has already been paid to
the County.
* * * * *
I, Ella W. Carey, do hereby certify that the foregoing
writing is a true, correct copy of a resolution duly adopted by
the Board of County Supervisors of Albemarle County, Virginia, at
a regular meeting held on
March 6, 1996.
y Supervisors
Clerk, Board of
COUNTY OF ALBEMARLE
,-""hll.U\':~ dJ dO,a;J l' ~4~
EXECUTIVE SUMMARY ~M. lttH!l No ~e' ~~-ff/
AGENDA TITLE:
Donations to Christworks Food Ministries and Claudius Crozet
Park, Inc.
AGENDA DATE:
March 6, 1996
ITEM NUMBER:
ACTION: X
INFORMATION:
SUBJECTIPROPOSALIREOUEST:
Donation to pay for site plan fees.
CONSENT AGENDA:
ACTION:
INFORMATION:
ATTACHMENTS:
A. Resolutions Authorizing Donations.
B. Zoning Administrator orandum.
STAFF CONTACT(S):
Messrs. TuckerlDavis
REVIEWED BY:
BACKGROUND:
Christworks Food Ministries and Claudius Crozet Park, Inc. are organizations which are eligible to receive donations from the
County. Each has pending or proposed site plans for facilities necessary for them to provide their services to the community.
Although requests for donations have typically been considered during the budget process, there is no legal prohibition stopping
the Board from considering such requests.
DISCUSSION:
Resolutions are attached for the Board's consideration which would authorize the appropriation and donation of funds to either
organization equal to the amount of the site plan fees. Other development fees outlined by the Zoning Administrator are not
included in the proposed resolution but can be included at the Board's discretion. The proposed resolution caps the donations at
$2,000.
RECOMMENDATION:
If the Board desires to make the donations, it would be appropriate to adopt the appropriate resolution for either or both
organizations. An appropriation of more than $500 requires the concurrence of at least four Board members.
96.036
!.....\n1.n. F. L\L.~,_Ji...:
1 n} \ FfB 2 9 .,
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~:-,.'.~\.~. "~n' '\1,.. /J./ ~ .,~~ 7'/
- .' ... . ~. ".t.. ---I.U.}.~'5;f..J.!.~ "
MEMORANDUM
TO:
Larry Davis, County Attorney
Amelia G. McCulley, Zoning Administrator ~
Jan Sprinkle, Zoning Assistant
FROM:
DATE: February 20, 1996
RE: Fees for Christworks and Crozet Park
f
.=' , . ..1J
IX nORNC::Y "<t';'f7\[""P"'.", .
, .' .~. . ,-X)',.).v. ,IC6-
The following are estimates of the costs of various permits and of the ranges of bonds
and contributions required for County approval of the noted projects. For Claudius
Crozet Park, the estimates are based on the Pool Replacement Preliminary Site Plan
currently under review. In the case of Christworks, the estimates are based on a
sketch pl,an dated 9/18/95 which was supplied by Roland Beard and his architect at a
preliminary conference last fall.
Preliminary Site Plan
Final Administrative Site Plan
Special Use Permit for Pool
Erosion Control Permit
Erosion Control Bond
Contribution to Lickinghole Crk. Regional Basin
Building Permits 1
Landscape Bond
Crozet Park
Pool Replacement
$1264
325
85
100
1500 to 2000
800 to 1 000
862
2000
Christworks
$1272
325
na
100
1500 to 2000
500 to 1000
358
1800
I/ncludes adult and kiddie pools, electrical bonding and wiring for both pools and equipment, new
bathhouse with electrical and plumbing, and installation of dump station.
"!Y
Memorandum to Larry Davis
February 20, 1996
Page 2
Grand Total For Each Project Including Bonding
Crozet Park Pool Replacement
Christworks
$7,636
$6,855
Total Excluding Bonding
Crozet Park Pool Replacement
Christworks
$2,636
$2,055
(The Total Excluding Bonding also excludes the contribution to Lickinghole Basin. The
higher estimate was used in these calculations.)
At this time, Christworks has not been submitted. Crozet Park Pool has paid fees in the
amount of $1,349 for the special permit and the preliminary site plan.
RESOLUTION AUTHORIZING DONATION TO
CLAUDIUS CROZET PARK, INC.
WHEREAS, Claudius Crozet Park is an entity permitted under the
Code of Virginia to receive donations of money or property from the County of
Albemarle; and
WHEREAS, the Board finds it is in the public interest to donate funds
to support the development of facilities necessary for this entity to provide services to
the community.
NOW THEREFORE, BE IT RESOLVED that the Albemarle County
Board of Supervisors hereby appropriates and donates to Claudius Crozet Park, Inc.
an amount equal to the fees charged by Albemarle County for preliminary and final
site plan review for the Crozet Park project, provided, however, the amount shall not
exceed $2,000. Upon certification by the appropriate development review
department, such funds shall be transferred by the Department of Finance to the
revenue accounts of that department or directly to Claudius Crozet Park, Inc. if the
fee has already been paid to the County.
I, Ella W. Carey, do hereby certify that the foregoing writing is a true, correct
copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County
by vote of _ to _ on February 21, 1996.
Clerk, Board of County Supervisors
RESOLUTION AUTHORIZING DONATION TO
CHRISTWORI(S FOOD MINISTRIES
WHEREAS, Christworks Food Ministries is an entity permitted under
the Code of Virginia to receive donations of money or property from the County of
Albemarle; and
WHEREAS, the Board finds it is in the public interest to donate funds
to support the development of facilities necessary for this entity to provide services to
the community.
NOW THEREFORE, BE IT RESOLVED that the Albemarle County
Board of Supervisors hereby appropriates and donates to Christworks Food
Ministries an amount equal to the fees charged by Albemarle County for preliminary
and final site plan review for a food distribution and storage facility, provided,
however, the amount shall not exceed $2,000. Upon certification by the appropriate
development review department, such funds shall be transferred by the Department
of Finance to the revenue accounts of that department.
I, Ella W. Carey, do hereby certify that the foregoing writing is a true, correct
copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County
by vote of _ to _ on February 21, 1996.
Clerk, Board of County Supervisors
MARCH 6, I 996
EXECUTIVE SESSION MOTION
I MOVE THAT THE BOARD GO INTO EXECUTIVE SESSION
PURSUANT TO SECTION 2. I -344(A) OF THE CODE OF VIRGINIA
UNDER SUBSECTION ( I ) TO CONSIDER A PERSONNEL MATTER
CONCERNING AN AUTHORITY AND UNDER SUBSECTION (7) TO
CONSULT WITH LEGAL COUNSEL AND STAFF REGARDING SPECIFIC
LEGAL MATTERS RELATING TO REVERSION AND SPECIFIC LEGAL
MATTERS RELATING TO INSURANCE.
030696B.WPD
CLERK, BOARD OF COUNTY SUPERVISORS
ALBEMARLE COUNTY, VIRGINIA
REQUEST FOR AGENDA OF /~Ad ~ 1//;76
Agenda Item No. ft: /,:I~ {: j? 7 (Note: This number does
not change if this item is deferred to some future date.
This sheet is moved forward with all of the paperwork.)
~-j??~06~r
/
Item
Name 7~ /4 .'
Presentor
(For County Executive's information, please note name of
person who will be making presentation to the Board.)
Request Made By
On (Date)
C/~c/a-;
INSTRUCTIONS FOR USE:
This form is to be used when scheduling an item for a Board
of Supervisors' agenda. This form will NOT be distributed
to anyone, but is intended only for use by the Clerk in
scheduling the agenda. Please fill out one copy of this
work sheet (it may be handwritten) and return with the orig-
inal of any paperwork yo~ wish to have forwarded to the Board.
For Clerk's Use:
..
Appointment Confirmed with (name)
On (Date)
By (Name)
Telephone? Mail?
Materials Received with Request? (Yes)
(No) >
Materials Photocopied?
Note: On appeal of site plans or subdivision plats, be sure
to include Planning Commission minutes with paperwork.
Form.2
7/29/86
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MARCH 6, 1996, 7:00 P.M., AUDITORIUM
SIGN UP TO SPEAK ON FY 1996-97 PROPOSED BUDGET
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MONTICELLO
AREA
COMMUNITY
ACTION
AGENCY
1025 PARK STREET
CHARLOTTESVI HE,
VIRGINIA 22901
804/295-3171
FAX 804/296-0093
HEAD START
NELSON COUNTY
CHILD CARE CENTER
PARENTS IN EDUCATION
PROJECT DISCOVERY
COMMUNITY PROGRAMS
DREWARY J. BROWN
JOB TRAINING CENTER
CHILD HEALTH PARTNERSHIP
HENRY B. MITCHELL HOPE HOUSE
>-..~L=i~_ ,
To:
From:
Date:
Re:
Area Groups and Citizens Ic-~-~:
Kenneth Ackerman, Executive Director -'_O_O"':"':~~ .
February 26, 1996
Request for Comments for development of MACAA's 1996-97
Workplan an~BUdgetCd for Agency strategic plan.
The Monticello Area Community Action Agency (MACAA) is beginning to
develop its annual workplan for the period beginning July 1, 1996 and is also
currently undergoing a strategic planning process to examine the Agency's
future direction. Public comments are solicited regarding community needs as
well as MACAA' s potential roles in welfare reform and collaboration with
other community organizations.
Attached are a description of MACAA' s programs and a brief survey. Please
take time to answer the questions, and return your response by March 8,
1996. You may also include additional comments.
Please note below the various opportunities to provide your comments and
suggestions. Thank you for your consideration and support of our efforts.
DATE
ACTIVITY
Friday, March 8, 1996
Return survey of anti-poverty needs.
*Tuesday, March 19, 1996
Provide public comments to MACAA
Program Committee. Review draft
workplan.
*Tuesday, March 26, 1996
PUBLIC HEARING - MACAA Board of
Directors adoption of 1996-97 Workplan
and Budget based on Program Committee
report and public comments.
* For meeting confirmation, location, time or further information contact
Gary Nickelsen at 804-295-3171.
SURVEY OF ANTI-POVERTY NEEDS
February, 1996
What do you feel are the greatest poverty-related problems locally that must be addressed?
1.
2.
3.
What impacts do you foresee welfare reform having on our community?
Short-term impacts (1 - 2 years):
Long-term impacts:
What role(s) do you think MACAA should play in welfare reform?
(over)
(;, ,..., ....1 ~,' '''1'
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Jefferson-Madison Regional Library
201 East Market Street · Charlottesville, Virginia 22902-5287 . (804) 979-7151 . FAX (804) 971-7035
March 6, 1996
Mr. Charles Martin, Supervisor
Albemarle County Board of Supervisors
401 Mcintire Road
Charlottesville, VA 22902-4596
Dear Supervisor Martin:
As the annual budget process begins, we would like to take this opportunity to
update each of you on the progress of the library, to highlight important components
of our budget proposal and to enlist your support for our request. Our annual report
is included for your information.
In the first six months of FY 1995-1996, Jefferson-Madison Regional library
(J-MRL):
completed renovation of the Central library - roof
replacement, HV AC upgrade, recarpeting, renovation of
mezzanine to house public Internet lab, reorganization of
shelving to meet ADA guidelines for increased accessibility ,
with City and County CIP funding;
oDened Monticello Avenue (our community information
service). Our library has become a national leader in
information technology.
oDened African-American collection at Gordon Avenue
Branch;
received signed Regional Agreement by Nelson County on
October 11, 1995, after four years of study and
negotiation;
at this stage in the state budget process in Richmond,
seems to be holding its own on State Aid to public libraries
during this legislative session, with J-MRL in line to receive
the second highest amount in the Commonwealth (this
fiscal year we received $612,822);
Serving Charlottesville, Albemarle County, Greene County, Louisa County, and Nelson County
-2-
circulation for Albemarle County was up 9.6% last year, for
a total of 799.829. Albemarle County's registration of new
borrowers grew by 10.7%. Bookmobile circulation grew by
10.2%;
Albemarle County's budget increase of $47.709 addresses the following:
4% increase in salaries to continue pay for performance,
adjustments in pay ranges, and long-term employees'
progress towards market/target rates;
County's share of consultant services to develop costs for
upgrading current circulation system and on-line catalog to
client-server architecture. This project will include planning
with public high school libraries as well.
increase in charges for maintenance of workstations and
line charges for Monticello Avenue.
Please feel free to call anyone of us if you have any questions or concerns
regarding this modest increase in our budget.
Sincerely,
nr
Jerry E. Jones, Trustee
Library Board of Trustees
~~
Jacqueline A. Rice, Trustee
Library Board of Trustees
Marian Schwartz, Trustee
Library Board of Trustees
DMS:dJg
1f::t[~
c},crr/r;-t;ie5u lie; tJ If o<;;2yo /
Good Evening, I am Kathryne Carr, President of the PTO at Virginia L. Murray
Elementary and member of the Superintendent's Advisory Board. I have been
asked by my colleagues on the Advisory Board to read a letter to you that
expresses our shared support for a strong public educational system in Albemarle
County. When I read this letter out loud it took about 4 minutes, so I will move
quickly through it.
,-;. (' l':
!) ; \.) 1('1 c: c~
To our fellow citizens of Albemarle County, including members of the Board of
Supervisors:
This letter is to infonn our community that we, members of the PTO's, PT A's and
Parent Advisory Committees in Albemarle County Schools, as well as members of
the School Superintendent's Advisory Board, join together to voice our support of
and desire for excellence in education in our public schools. We also wish to
express our thanks to our fellow citizens for their support of quality education for
all of our children. Our county school system ranks among the top of all school
systems in Virginia. Test scores at all levels of perfonnance, including those of
Title I students, from the Iowa Basic Skills Test, the Literacy Passport Test and
SAT's, all far out-rank national averages, and are among the top scores in Virginia.
Our school system is poised to produce talented, capable individuals who will serve
our larger community in the coming years.
We have been careful in this community to spend our money wisely, to support
only that which we absolutely needed to assure good perfonnance. With the
return of government from the federal and state levels to the local community,
comes our obligation to assure continued strong perfonnance. We have a growing
and thriving community, we add about 200 to 250 new students annually to the
school system, steadily increasing the total numbers of students year to year. Our
thriftiness with existing resources can only go so far to accommodate this year to
year growth. Maintenance of effort begins to slice the pie in smaller and smaller
pieces to allow for the increasing numbers of participants. Our efforts risk
becoming diluted and the outcome a diminished result.
As a community that values excellence in education, we are required to take
necessary measures to assure continued quality. Our educational system impacts
our entire community, as trained and educated graduates take their place in the
community through their chosen professions in both public and private sector jobs.
Our educational system attracts individuals and businesses to this county. Our
system retains talented and giving individuals as teachers, administrators and
volunteers in our community. Our quality educational system fulfills our overriding
obligation as citizens and as parents; we give our best to our children, to the future
and future generations.
Despite the fact that this all sounds a bit Polly Annic of me, it is a shared and
heartfelt sentiment among my colleagues. As citizens in this country we enjoy
privileges unknown to most people in the world. We have a duty to ourselves and
fellow citizens to participate in the growth and future of our communities. Support
of a quality educational system is paramount in that effort, it is our investment and
gift to the future, our legacy, if you will.
We are at a crossroads this year in our educational system. Do we continue
support to maintain services; do we accept a reduction in services; or do we work
to make improvements?
We seek an enriched basic curriculum for all students. We seek foreign language,
music, art and more hands on technical training in all of our schools to prepare our
children to be productive contributors to our communities. We do not want to
make do; we want to do better. I represent a constituency of individuals who work
in several professions at one time, much like yourselves, as parents, as volunteers in
their schools and as professionals in careers outside their homes. There are many
more qualified than I to speak to these matters, these individuals have volunteered
their time and talents on behalf of our children and schools for years in this county.
I speak on behalf of all these people as well as those of us new to the school
system, when I say that we accept the opportunity to assume more responsibilities
in self government and the management of resources at the local level. We urge
our fellow citizenry to join us as we seek a dedication to and commitment for
educational excellence in Albemarle County from our elected officials and their
administrators.
I have signatures to this letter from the Heads or Presidents of Parent Organizations
at:
Merriwether Lewis Elementary
Crozet Elementary
Scottsville Elementary
Broadus Wood
Red Hill
Cale
Albemarle High School
Brownsville Elementary
Jack Jouett Middle School
Walton Middle School
Yancey Elementary
Virginia L. Murray Elementary
There are others who would have liked to provide their signatures, but I was not
able to obtain them in time for this evening.
Thank you for your time and consideration.
ij
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