HomeMy WebLinkAboutSDP202100056 Correspondence 2022-05-16/A®
SEH
Building a Better World
for All of Us®
May 16, 2022
Andy Reitelbach
Senior Planner
Planning Services Division
Albemarle County
401 McIntire Road
Charlottesville, VA 22902
Dear Mr. Reitelbach:
RE: SDP2021-00056
Airport Road Pump Station Project
Final Site Plan
Review Response Letter
Rivanna Water & Sewer Authority
SEH No. RIVAN 153082 14.00
We received your August 12, 2021 letter with review comments on our final site plan submittal SDP2021-
00056 for the RWSA's Airport Road Pump Station. On behalf of the Rivanna Water & Sewer Authority of
Albemarle County, Virginia, we have prepared this letter in response to your comments. Our letter is
formatted to list your inquiry/comment in regular or bold font followed by our response in italics font.
Enclosed following this letter you will find the following documents:
Enclosure A: Updated Final Site Plan Drawings Signed 5/12/2022
Enclosure B: Parking Space Review Email
Enclosure C: ARB Certificate of Appropriateness
1. [32.5.2(a)] Identify on the cover sheet that this plan is a "final site plan." Also, provide the
application number on the cover sheet of the plan — SDP2021-00056.
Response: The cover sheet has been updated to reflect that this is a "final site plan". The
application number has been added to the cover sheet
2. [32.5.2(a)] The signature line for the Health Department can be removed from the approval
box on the cover sheet. This site is within the jurisdictional area of the Albemarle County
Service Authority (ACSA).
Response: Virginia Department of Health has been removed from the approval box on the
coversheet.
3. [32.5.2(a)] On the cover sheet, provide an address for the property owner.
Response: The address for the property owner has been added to the cover sheet.
4. [32.5.2(b)] Clarify why the proposed impervious area identified on the cover sheet is less than
the sum of the building footprint, generator enclosure, and paved parking/vehicular circulation
Engineers I Architects I Planners I Scientists
Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-5196
SEH is 100 % employee -owned I sehinc.com 1 651.490.2000 1 800.325.2055 1 888.908.8166 fax
SDP2021-00056
Airport Road Pump Station — Final Site Plan
Review Comments Letter
Page 2
area.
Response: This is a typo and has been updated on the cover sheet.
5. [32.5.2(c)] As it appears that the ground storage tanks are to be built at a later time, either
remove them from this plan, or provide phase lines/information on the plan identifying the
limits of the future phase(s).
Response: The dashed lines depicting the anticipated location of the future tanks have been
removed from the plan sheets and replaced with the following note "SPACE FOR
ANTICIPATED FUTURE GROUND STORAGE TANKS".
6. [32.5.2(i)] Provide the state route number for Berkmar Drive on the site plan layout sheet
(sheet C09).
Response: The state route number for Berkmar Drive has been added to Sheet C09.
[32.5.20); 32.5.2(k)] An easement plat will be required for all stormwater management facility,
drainage, and access easements. This easement plat will need to be reviewed, approved, and
recorded prior to the approval of the final site plan.
Response: The stormwater management facility easement has been recorded. The easement
is shown on Sheets C09 and C15 with the deed book and page numbers listed.
8. [32.5.2(n); 4.17] Outdoor lighting.
a. The light loss factor (LLF) on the photometric plan (sheet DE1) must be 1.00. Revise
the luminaire schedule with an LLF of 1.00.
Response: Sheet DE1 has been revised and updated with a light loss factor of 1.00.
b. Revise the photometric plan calculations to reflect an LLF of 1.00.
Response: Sheet DE1 has been revised and updated with a light loss factor of 1.00.
9. [32.5.2(p); 32.7.9] Landscape plan.
a. The Conservation Plan checklist on the landscaping plan sheet will need to be completed,
signed, and dated by the property owner prior to approval of the final site plan.
Response: The landscaping plan has been signed and dated by the property owner.
b. It is suggested that the label for the proposed undisturbed buffer along the southwestern
property line be revised to separate the 20' undisturbed buffer at the rear of the property from
a "variable width" undisturbed buffer closer to the proposed Berkmar Drive right-of-way, to
accommodate the proposed clearing and replanting that will occur in that area.
Response: The "20.0' UNDISTURBED LANDSCAPE BUFFER" was kept on the plans.
This gives the onsite representative of the Owner and Engineer more control in minimizing
tree removal.
c. In the landscaping schedule, provide the number of Virginia Pines that are proposed to be
planted. In addition, provide the caliper of the proposed trees, and the expected height of
the trees at ten years maturity after planting.
Response: The landscaping schedule has been updated to reflect this information.
SDP2021-00056
Airport Road Pump Station — Final Site Plan
Review Comments Letter
Page 3
The original comments from the review and action letter for SDP2020-00060 are in gray font. Follow-
up comments from the review of the final site plan, SDP2021-0056, are in bolded black font. Please
address these follow-up comments as well.
1. [32.5.2(b)] Include the generator and its enclosures in the list of proposed uses on the cover
sheet of the plan
Also, provide the square footage and height of the generator enclosure on the cover sheet and
on the layout plan. Clarify the structure that is enclosing the generator and portable
pump. Are they enclosed within the building, or is a fence surrounding these elements?
Response: The generator has been added to a list of uses on the cover sheet. The generator
is covered by an extension of the pump station roof, so the height is the same as the building.
There are no walls or fence surrounding the generator, it is open on all sides. A fence will be
provided around the perimeter of the site.
2. [32.5.2(b); 4.12.7] As the proposed use is an unscheduled use in regard to the Parking
requirements, Section 4.12, submit a letter to the Zoning Administrator with a request for the
proposed number of parking spaces. This request must include justification for why the
proposed number of parking spaces is expected to provide sufficient parking capacity for the
proposed use. The number of parking spaces required for this use will ultimately be
determined by the Zoning Administrator. This comment has not been addressed. Submit
a letter addressed to the Zoning Administrator with justification for the proposed
number of parking spaces to be provided. The ultimate determination on the
required number of parking spaces will be made by the Zoning Administrator.
Response: A letter requesting review of the parking spaces was submitted to the County
on September 21, 2021. No official response has been received at this time. An email
from Mr. Reitelbach stating the number of proposed parking spaces is sufficient is
enclosed following this letter.
3. [32.5.20); 32.5.2(1)] Identify all existing sewer and drainage facilities, as well as all existing
and proposed utilities.
a. An approved easement plat will be needed for the proposed utilities and stormwater
facilities. Once recorded, the deed book and page number(s) for the new easements
will need to be noted on the plan before final approval can be granted.
This comment must still be addressed.
Response: The stormwater management facility easement has been recorded. The
easement is shown on Sheets C09 and C15 with the deed book and page numbers
listed.
4. [32.5.2(k)] Proposed sewer and drainage facilities. Depict these facilities and their
dimensions. If necessary, an approved and recorded easement plat will be required prior to
approval of a final site plan and/or final subdivision plat. (This comment and the comment
above are standard comments for all site plans, and staff recognizes that they may not apply
to this project in the same way as most other projects since this site plan is for an RWSA
facility.) This comment must still be addressed.
Response: There is no sewer associated with the project. Stormwater facilities have been
updated as per conversations with J. Anderson.
SDP2021-00056
Airport Road Pump Station — Final Site Plan
Review Comments Letter
Page 4
5. [4.1] Provide a note on the cover sheet identifying whether this property is located within the
ACSA jurisdictional area. This comment has not been addressed.
Response: This comment has been addressed.
Comments from Other Reviewing Departments. Divisions. and Aaencies
Albemarle County Architectural Review Board (ARB) - Khris Taggart, ktaggart(5_albemarle.org
Note: The Certificate of Appropriateness from the Albemarle County Architectural Review Board is
enclosed following this letter.
No details have been provided on the appearance of the ground storage tanks. If the ground storage
tanks are proposed with this submittal, provide details on the architectural designs of the ground
storage tanks, including a color sample. If details on the appearance of the ground storage tanks
are unavailable at this stage, revise the site plan to remove all references to the ground storage
tanks.
Response: As per email correspondence with K. Taggart, the dashed lines depicting the
anticipated locations of future tanks have been removed from the plan sheets and replaced with
the following note "SPACE FOR ANTICIPATED FUTURE GROUND STORAGE TANKS'.
See comment #1 regarding notes/references to ground storage tanks. If details on the appearance
of the ground storage tanks are unavailable at this stage, revise the site plan to remove all
references to the ground storagetanks.
Response: As per email correspondence with K. Taggart, the dashed lines depicting the
anticipated locations of future tanks have been removed from the plan sheets and replaced with
the following note "SPACE FOR ANTICIPATED FUTURE GROUND STORAGE TANKS'.
3. The standard mechanical equipment note is not included in the site plan. Revise the plan to include
the standard mechanical equipment note: " Visibility of all mechanical equipment from the Entrance
Corridor shall be eliminated."
Response: This note has been added to Sheet A200
The LLF of the proposed fixtures is less than 1.0. Revise the photometric plan using an LLF of 1.0
for all fixtures.
Response: Sheet DE1 has been revised and updated with a light loss factor of 1.00.
No details on the view of the ground storage tanks from Airport Rd. have been provided. If the
ground storage tanks are to be proposed and reviewed with this submittal, provide site sections that
show the view of the site, including the storage tanks from the Airport Rd. frontage.
Response: As per email correspondence with K. Taggart, the dashed lines depicting the
anticipated locations of future tanks have been removed from the plan sheets and replaced with
the following note "SPACE FOR ANTICIPATED FUTURE GROUND STORAGE TANKS..
Albemarle County Engineering Services (Engineer) - John Anderson, landerson2(c@albemarle.org
Requested changes; see the attached checklist and comment memo.
Response: Responses to the comment memo are below:
1. Recommend revise plan title to include ref. to SDP202100056.
Response: This has been added to the title sheet.
SDP2021-00056
Airport Road Pump Station — Final Site Plan
Review Comments Letter
Page 5
2. Revise T01 to include reference to related plan, WP0202100035.
Response: This reference has been added.
3. Revise sheet list, T01, to remove ESC-SWM-PPP (WPO plan -related) sheets from the final site
plan.
Response: The sheet list and the sheets included in the resubmittal have been updated to
address this comment.
4. Revise T01 topography note to confirm existing topography has been at least visually verified
within the last 12 months [See Final Site Plan checklist for plan reviewers, p. 1, Existing
conditions plan view information; 2nd item —ref. attached].
Response: This note has been added.
5. Coordinate final site plan design with VDOT. VDOT has near -term plans to extend Berkmar Drive
Ext. to Airport Drive. Ensure that the final site plan proposed grade (final contours) are consistent
with roadway extension. At present, they are not. Proposed grade suggests relatively abrupt rise
into the site, with gradual fall, west to east, across the site. Ref. sheet C12, Grading Plan. If grade
is to be flatter, consistent with future Berkmar Drive Ext. roadway, then grades must be lowered
across the site. Retaining walls may be required between proposed development and parcel to
immediate north in order to eliminate 4'-5' grade rise at entrance to RWSA pump station.
Retaining walls are a common remedy for addressing grade issues. Retaining wall ht. > 4-ft.
requires a sealed geotechnical retaining wall design. Please coordinate directly with VDOT on
Berkmar Drive Ext. (future) design, and accommodate reasonably -predictable VDOT Berkmar
Drive Ext. future design needs.
Note: Virtually all sheets of the FSP show and label Anticipated VDOT Grading Easement (Typ.),
yet the FSP proposes grades that conflict with Berkmar Drive Ext. future grading. Please revise
FSP consistent with anticipated VDOT Grading Easement.
Response: We are aware of the future extension of Berkmar Drive. The Owner and Engineer
have coordinated with VDOT to the best extent possible. The plans for the permanent site
access drive have been coordinated with preliminary drawings in an effort to minimize future
conflicts.
Please remove sheet C09 bioretention basin specific design elements (footprint with label is fine),
as well as sheets C10, C11, C13, C16, DC03 from the site plan since ESC measures and SWM
facilities are not approved with a site plan, but with a WPO plan. WPO plan review is pending
(WP0202100035).
Response: These sheets have been removed from the set and the Sheet List on T01 has been
updated.
C12: Provide final disposition of runoff along south side of site access; specifically: provide
channel lining design and velocity/capacity calculations for runoff in ditch -line between contours
623 and 615. Proposed grade routes runoff to a bend in site access, at which point runoff
appears to sheet across site access without routing to any SWM capture or conveyance system.
Include a new Drainage Plan sheet that shows storm runoff collection and conveyance.
Response: Stormwater facilities have been updated as per conversations with J. Anderson and
are shown in the resubmittal of the WPO plan.
8. With WPO Plan, account specifically for increased sheet flow from impervious parking and site
access (reasonably anticipated to occur) along south side of development, given close proximity
SDP2021-00056
Airport Road Pump Station — Final Site Plan
Review Comments Letter
Page 6
to property line.
Response: Stormwater facilities have been updated as per conversations with J. Anderson and
are shown in the resubmittal of the WPO plan.
C15: Engineering defers to Planning Division as to whether proposed grading within 20.0'
undisturbed landscape buffer qualifies as undisturbed. C08, Existing Conditions, accurately
describes existing condition as'existing wooded area mix of deciduous and evergreen trees.' The
site is 100% mature canopy mix. If mature mix of deciduous and evergreen trees is removed,
replacements will not attain maturity for decades. Engineering defers to Planning, but if site grade
is lowered, generally, it may be not only feasible but relatively easy to preserve 20.0' undisturbed
landscape buffers along parcel boundaries, for the entire development. Engineering encourages
design to preserve an undisturbed landscape buffer to the maximum extent practical. Retaining
walls may aid in addressing this and other review comments.
Response: This was not noted in the comments from the Planning Division. The minor grading
and replanting in the 20-foot buffer was designed in an effort to maintain as much of the mature
canopy as possible and is believed to be preferable to planting vegetative screening through a
double staggered row of evergreen trees planted 15-feet on center, as described in 32.7.9.7.e.
Albemarle County Information Services (E911) - Elise Kiewra, ekiewra(d?albemarle.org
No objections at this time.
Response — Noted.
Albemarle County Building Inspections - Betty Slough, bsloughno.albemarle.org
Add the following note to the general notes page:
Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to
apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle
County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects at
540-562-3580 x1 31.
Response: This is green field construction and there is no structure demolition as a part of this project.
There is only miscellaneous trash/debris removal. To avoid confusion with the Contractor, at this time,
the note has not been added.
Albemarle County Transportation Planning - Daniel Butch, dbutch(c@albemarle.org
No objections at this time.
Response — Noted.
Albemarle County Department of Fire -Rescue - Howard Lagomarsino, hlagomarsino(&albemarle.org
No objections at this time.
Response — Noted.
Albemarle County Service Authority (ACSA) - Richard Nelson, rnelson(c@serviceauthority.org
No objections at this time.
Response — Noted.
Virginia Department of Transportation (VDOT) -Adam Moore, Adam.Moore(r_vdot.virginia.gov
No objections at this time; see the attached memo.
Response: The contractor will apply for and hold the land use permit for this work.
SDP2021-00056
Airport Road Pump Station — Final Site Plan
Review Comments Letter
Page 7
Closure
We would like to thank you for your comments and trust that our responses and attachments are sufficient
to address your concerns. If you wish to discuss the project or have any additional questions, please do
not hesitate to contact me by phone at 507.440.7485 or bweiss@sehinc.com.
Sincerely,
Brad Weiss, P.E.
Project Engineer
Enclosures: Enclosure A: Updated Final Site Plan Drawings Signed 5/12/2022
Enclosure B: Parking Space Review Email
Enclosure C: ARB Certificate of Appropriateness
ENCLOSURE A
FINAL SITE PLAN DRAWINGS
RIVANNA WATER &SEWER AUTHORITY
SITE DATA
OWNER:
PROPERTYSIZE:
PROPERTYADDRESS:
PROPERTY INFO:
PARCELID:
ZONING:
COUNTY:
STATE:
MAGISTERIAL DISTRICT:
OVERLAY DISTRICTS:
DISTRICT WATERSHED:
AIRPORT ROAD PUMP STATION
ALBEMARLE COUNTY, VIRGINIA
695 MOORES CREEK LANE
CHARLOTIESYIUE,VA22902
LGUACRES
N/A
TAX MAP 32MUA2
DB 4912 PG 328
03200TOTIOD1A2
RURALARFAS
ALBEMARLE
VIRGINIA
RIO DISTRICT
ENTRANCE CORRIDOR -AIRPORT IMPACT
POWELLCREEK-THIS SITE 15 NOT
LOCATED WUHINA WATER SUPPLY
WATERSHED
IURISDICNONALAREA ALBEMARLE COUNTY SERVICE AUTHORITY
ENGINEER:
SHORTELUOTHENDRICKSON
3535 VADNAIS CENTER DRIVE
ST. PAUL, MN 55110
SURVEYOR:
SHORTELUOTHENDRICKSON
3535 VADNAIS CENTER DRIVE
ST. PAUL, MN 55110
DATUM:
HORIZ: NAD-83
VERT: NAD-88
PROPOSED USES
1) POTABLE WATER
PUMP STATION.
2) COVERED GENERATOR FOR EMERGENCY PUMP SEX
MINIMUM SETBACK REQUIREMENTS:
25' FRONTSETBACK
25' SIDE SETBACK
35' PEAR SETBACK
HEIGHT OF PROPOSED STRUCTURES:
PROPOSED PUMP STATION AND GENERATOR ENCLOSURE: 23'-W
PROPOSED BUILDING FOOTPRINT:
PROPOSED GENERATOR ENCLOSURE:
TOTAL PROPOSED IMPERVIOUS AREA:
TOTAL SITE FOOTPRINT:
OVERALL PROJECT LIMITS OF DISTURBANCE:
PAVED PARKING/VEHICU AR CIRCULATION:
EXISTING TREE CANOPY:
EXISTINGTREETYPE:
PROPOSED TREE CANOPY:
1209 SF (0.028 AQ
70 SF (0.01] AQ
0.18 AC
0,214 SF(1.60 AQ
1.20 AC
0.12
4
1.54 AC (%%)
MIX OF DECIDUOUS & EVERGREEN
0.51 AC (32%)
EXISFING TOPOGRAPHY PER SEE! SURVEY DONE NOVEMBER 2019
EXISFING TOPOGRAPHY HAS BEEN VISUALLY VERIFIED WITHIN THE U\ST 12 MONTHS.
FINAL SITE PLAN
SDP 2021 =00056
REFERENCE PLAN: WPO 202100035
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APPROVALS
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DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING/ZONING
ENGINEER
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ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
SITE PLAN SHEET LIST
SHEET NUMBER
SHEET TITLE
T01
COVER
COB
EXISTING CONDITIONS AND DEMOLITION PLAN
C09
SITE PLAN
C10
EROSION CONTROL PLAN
C11
POLLUTION PREVENTION PLAN
C12
PUMP BUILDING AREA GRADING PLAN
C13
BASIN AREA GRADING PLAN
C14
UTILITY PLAN
C15
LANDSCAPE PLAN
C16
RIVANNA WSA GENERAL NOTES
DC01
PUMP STATION SPECIFIC DETAILS
DCO2
WATER MAIN DETAILS
DC03
EROSION CONTROL DETAILS
DC04
FENCE DETAILS
DE1
PUMP STATION- SITE PHOTOMETRICS
DE2
PUMP STATION - SITE FIXTURE CUT SHEETS
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DATA
PROFOSEDZONING:
RURALARENSDISTRICT
HAL
RIO DISTRICT
PROPOSED USE:
PUBLIC WATER FACILRY
ED:
POWELL CREEK
DISTRICTS:
ENTRANCE CORRHOR-AIRPORT IMPACT DISTRICT
SQUARE FOOTAGE:
PROPOSED WATER PUMP STATION -1,2MBE
COVERED GENERATOR PAD -709$F
250' MINIMUM FRONTAGE ALONG EXISTING PUBDC ROAD
150' MINIMUM FRONTAGE ALONG INTERNAL PUBDC ROAD
OR PRIVATE ROAD
75' FRONT SETBACK
25'$IDESETBACK
35' REAR SETBACK
TRACK$HONM IS 76 FROM EXISTING PROPERTY DNE
EXISTING BERKMAR DR RIGHT-OF-WAY. PROPOSED
AST 75 FROM THE ANTICIPATED VOOT RIGHT-OF-WAY
BERKMAR DR.
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CONTRACTOR$HALL REMOVE ALL TRASH AND DEBRIS FOUND ON
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SITE DATA
EXISTINGPROPOSED ZONING:
RURALARFASDISTRICT
MAGISTERIAL
RIO DISTRICT
EXISUNGPROPOSED USE:
PUBLIC WATER FAGLRY
WATERSHED:
POWELL CREEK
OVERLAYDISTRICT$:
ENTRANCE CORRIDOR -AIRPORT IMPACT DISTRICT
BUILDING SQUARE FOOTAGE
PROPOSED WATER PUMPSTATION -LZM BE
COVERED GENERATOR PAD -]BB SF
SETBACK$:
250' MINIMUM FRONTAGE ALONG EXISTING PUBLC ROAD
150' MINIMUM FRONTAGE ALONG INTERNAL PUBLIC ROAD
OR PRIVATE ROAD
75' FRONT SETBACK
25'$IDESETBACK
35' REAR SETBACK
FRONT SETBACK NOTE: FRONT
SELBACK$HONM IS 75' FROM EXISTING PROPERTY ONE
RUNNING ROUGHLY PARALLEL
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SUMNG IS ALSO SET BACK AT
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FOR BERKMAN DR.
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STORMWATER
MANAGEMENT FACILITY
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SEE SHEET DC05 FOR FENCE DETAILS
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SEE SHEET COS FOR CLEAR &GRUBBING DETAILS \----------------
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SEE SHEET C14 FOR DETAILS A
1
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SEE SHEET C15 FOR DETAILS
PROPOSED 20'SWING GATE \ I
SEE SHEET DC05 FOR FENCE DETAILScA
CONNECT PROPOSED
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I l I 1. CONTRACTOR TO GRADE IS'WIDEAR
I l I AND INSTALL 10' GRAVEL DRIVE IN
I / I CENTER OF GRADED AREA
2. INSTALL PER GRAVEL ACCESS DRIVE
SPECIFICATIONS.
�S ANTICIPATED GRADING LIMITS
OR DRIVE INSTALLATION SHOWN.
HOWEVER, ADDITIONAL GRADING MAY
REQUIRED WHEN EXTENDING DRIVE
ENTIRE DISTANCE TO BASIN.
4. IF ADDITIONAL GRADING IS REQUIRED,
CONTRACTOR TO INSTALL ANY
ADDITIONAL EROSION CONTROL
/
MEASURES PER VDOT SPECIFICATIONS.
/ 5. PROPOSED GRAVEL DRIVE SLOPE
/ SHOWN AT 1516%i. EXISTING $LOPES/
THIS AREA VARY FROM 1420%i
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18Y16'REOUCER
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AIR RELEASE _8'IE=618.83
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UTILITY CONSTRUCTION NOTES:
I 1. CONTRACTOR $HALL VERIFY
CONNECTION LOCATIONS TO EXISTING
E UTILITIES PRIOR TO CONSTRUCTION.
18 RIP 2. ALL PIPES SHALL HAVE SMIN. COVER.
STA-4 70D151WAVIL I 3. PROPOSED BUILDING ROOF DRAINS
_ t8'IE-6i6.8t __ I I SHALL DAYLIGHT ONTO GRADE.
X ----- I 4. CONTRACTOR $HALL OBTAIN ALL
I 311=18' DIP REQUIRED CONSTRUCTION PERMITS
16-CONNECTION - PRIOR TO CONSTRUCTION.
AT BUILDING J
�STA=45N331.%01'L 10"D.I P. $URGE RELIEF
18"IE=61661 LINE TO SUCTION MIN
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DAYLIGHT TO GRADE AS REO'DEO'O
C �.. a I SPACE FOR ANTICIPATED
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J I o /a wa 1 STORAGE TANKS
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45°96.91, 45196.42
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PLANTING LEGEND
ABBREV
BOTANICAL NAME
COMMON NAME
SIZE
ROOT
NO. TO BE PLANTED
TREE CALIPER
ANTICIPATED HEIGHT
(AFTER 10 YR)
VP
PINUS VIRGINIANA
VIRGMNN PINE
8'-7'
BB,B
27
1'-1.S
14'-1T
D L;miverd..aAe (mWMCEeiplim wo-em mx u«a);
D LosaemaM rypc ofPdcctlesfcmmr
D Gmde cLmges rtquinng tr[e weW mmW;
o bmcNne d mmeWa Imyma me limldxrNm;ng.
unxPmw
lomXcawimpeinldlilma:mnEeigDlclemh mlemryuipmemepnmdv.
hs1 Wgin
pc g mbc
ONO
O No pMinB aheB hepwmtil Ihebeemmhioghubemm[puledmdappsosxd by a Camry Iovpccmr.
,
3. PrtLdublRHon Code.:
�/
�prtsmmicnm�modnwvmmwm meBSeminmdaim the sOlmmmem vhe.
,
A [p:ipnml DpeFapw ana $ema K.
O
egee�pmty v uure Kh 6FL sb mL `«'amm�gc ofcovmufim wmv6 mmoainevoY meunabepem:ilwe wimm me miptioee oFvew mbF
/
mycd.
II
s.swr Imo Fna smrm.amDelmabv Deiru
_ ..
Q mete ml .mc ttltrmw mvca.
/
4 Rm:
em nd pemilW wmau¢100 feet orme anpBm of treeswge roved
1. Tmis MYcv :
TMc—=—umU7nftu wlh eWca nuns IN fttl ofine"Pline of bees wbe mvm,
t'
g
oPT o"xml"m lcdmi "feeldepopocedbni,eiogdgM gmlifry du06cp:daclW byf mg.
\ / I
M Fcvcwg mnB be in Ple«ebe ehaB ge inRwnea mdePPovea M'a CoumY Gspolm Padw8maa8 mcwrncuom.
,
x
9.Tm WeW:
D lmxl mart be misty nimiu me dnplimafxaee to be wed, amm meB a 11lR psoviaedmaecrosuusam aeuDsubmilba
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fro epPovel.
1
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i • ! Xi i i l i i i, i l i i i l � l 1 I I I I 1 i/ /
I / r •gl L i l l, m.B UNd3TRU9E0IAILBN(PE EIIFFER (t4P11 I I I I I I I /
f 1 •' 1b.B'( VCPI_+_ _1—F._y3 I_ j_ �� I I � � I � II I l i l 11; !
1 7 I I I 1
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Y TYPICAY1\, + .r. , �� I1 II I \\ \\
11. TnpaminennaT=nj.:
D Wlmtrmsl:mgus<gmmaw,iNomc Bmita xfclemae.Bsbeube aene�rm mxyltm mevmtsorbeesmposuble.TmbeW6lmaese / ! \ f ! / / i I I I I u 1\ I I\ 1 I
ImP btt dvllhcroslmm mm uvmemx NnenilD®aerewe mn:mmwylmmMne a,B acaroy rxa«rods. ! - \ I ! I � ! 1 I I I g 11 \ 1 1 , I \ \ \
D Pm1� sin6ekB be me bslaauvmmM Along mcfwl<Imnup. / , /' / \
13.REM
NTree: /
D D�immeai.mhM Amiss renlimlim:melmmabeae:m«emeead bya vweP<cielia i / / \
NOTE:IT L4 TBE DliI'ELOPER'SbF.RPONSDIILITYTO CONFERWTpN THE CONTRACMRON TREE CONSERVATION \
1tfQOD1EMENTR /
5i 12 �a2� r
EKISTING
E ATIBE CELL TOWER
TREE CANOPY:
EWiOT�E CANOPY W%(1.51 AC)
PROPOSED TREE CANOPY 3294(R51 AC)
PRECONSTRUIIONNOTES: \
1�FZSflEs SHAll BE ESTABLISHED TO MINIMIZE
SOIL CONPACTON. MD ROOT SFEM a BRANCH DAMAGE ,
BMW coNS CT1oN 1 \
2. PLASTIC FENCING MEETINGTHE REQUIREMENTS OUIUNED IN
CHAPTER 3. OF TIE ARGINW EROSION AND SEDIMENT \
CO OLIWIDBOOKTODEFINETIETREEPROTECTONZANE I \
NdDUMITACCEM. �I
]. INSTALLTREEPROTECTIMFENGNGALONGPROPOSEDCHAIN
INK FENCE AUGMAENT, FOLLOIMNG CLEARING a GRUBBING
ACTMTES, AND ALONG INTERNAL CL NGB GRUBBING /
UMTS.
4. PRIOR TO GRAUNG TREE FENCING SHALL BE INSPECTED AND
APPROVED BY A COUMY INGPECTOR
2. NOCCNSTRUCTONEONP68W SUPPUESO MEMSSNNL
BE ALLOWED IN TREE PROTECTON ZONES,
3. GRADE CHANGES ARWNDTREES BHALL BEAVO DED. IFTHE
4. 1
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D EASEMENT(TYP)
1 ANTICIPATED VDOT
1 t: '} IV "I� ONI\v
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II I I I I I I \ I I I I I
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j I 1 I GROUND STORAGEI
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RETENTION BASINS 1 f I I
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I I 1 SEE SHEET CI3 FOR I I
PLANTING DETAILS I
1
1
STORNWATER
I MANAGEMENT FACILITY
EASEMENT
'
DS BUT PG 329
• ! l I 1 1 !I /!
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32-041A2-
STORMWATER s9 /
MANAGEMENT C ESSEASEMENTY I 1 DB 5837 PG 326 I% AllSa-'y i•ItA_/.sl�!\A IA.'(.a �l/C f! I Ilf )''/ r / ; r -S n/' / ; /_ /'!',// /
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EXISTING
RIGHT OF WAY
PERMANENT EASEMENT
PROPERTY LINE
HORIZONTAL CONTROL POINT
BENCHMARK
•
SURVEY MARKER
SOIL BORING
SANITARY SEWER AND MANHOLE
FM
FORCE MAIN AND LIFT STATION
SANITARY SEWER SERVICE & CLEANOUT
WATER MAIN, HYDRANT, VALVE AND MANHOLE
WATER SERVICE AND CURB STOP BOX
STORM SEWER, MANHOLE AND CATCH BASIN
CULVERT AND APRON ENOWALL
GAS MAIN, VALVE, VENT AND METER
oHll
HANDHOLE
BURIED FIBER OPTIC CABLE AND MANHOLE
— T-BUR T 0
T BURIED PHONE CABLE, PEDESTAL AND MANHOLE
WBUR �c-rvB TE BURIED TV CABLE, PEDESTAL AND MANHOLE
OE
BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,
TRANSFORMER AND METER
OVERHEAD WIRE, POLE AND GUY WIRE
¢
LIGHT POLE
TRAFFIC SIGNAL
♦®
y
STREET NAME SIGN
n
SIGN (NON STREET NAME)
T,rn err
RAILROAD TRACKS
O6..
DECIDUOUS AND CONIFEROUS TREE
Q
BUSH/SHRUBAND STUMP
(YYY-y y y y
1. EDGE OF WOODED AREA
vdFr
WEI_AND
BUILDING
x
FENCE (UNIDENTIFIED)
BARBED WIRE FENCE
xC
CHAIN UNK FENCE
xB
ELECTRIC WIRE FENCE
xm
WOOD FENCE
xww
WOVEN WARE FENCE
0 0 0
PLATE BEAM GUARDRAIL
❑ ❑ ❑
CABLE GUARDRAIL
op
POST/BOLLARD
�wwwvv
RETAINING WALL
PROPOSED
6+00
1
STREET CENTERLINE
RIGHT-OF-WAY
—
PERMANENT EASEMENT
TEMPORARY EASEMENT
CONSTRUCTION LIMITS
—
SANITARY SEWER, BULKHEAD AND MANHOLE
FM
FORCE MAIN
j`0
SANITARY SERVICE AND CLEANOUT
WATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVE
QQ A H i1
WATER VALVE MANHOLE, REDUCER, BEND AND CROSS
L H
WATER SERVICE AND CURB STOP BOX
�C --
STORM SEWER, MANHOLE AND CATCH BASIN
CULVERT AND APRON ENDWALL
-------------�---
DRAIN TILE
——
DITCH /$WALE
RIPRAP
STREET NAME SIGN
1
SIGN (NON STREET NAME)
1'WVWVYV'
RETAININGWALL
MISCELLANEOUS PROPOSED
......
WOVEN WIRE FENCE
MD
WOOD FENCE
xB
ELECTRIC FENCE
xC
CHAIN LINK FENCE
BARBED WARE FENCE
x
FENCE
❑ ❑ ❑
GUARDRAIL
W-DUCi
TV DUCT
TV CONDUIT
—rvOH —TVOH
— OVERHEAD TV
T-DUCT
PHONE DUCT
PHONE CONDUIT
— TOR — TOH
PHONE OVERHEAD
OIL
OIL PIPELINE
G
NATURAL GAS MAIN
FOOUCi
FIBER OPTIC DUCT
FO
FIBER OPTIC CONDUIT
x x
STEAM
':'NVASPACING
POST -TO -POST
NOTES:
TREE PROTECTION FENCE
EXISTINGTREE FENCING
4Z
E7(S-ING ffc::�cCD:) (c- �:�D
DE
3FAOE
TO MIRAFI MIRASAFE ORAN APPROVED EQUAL STAPLETO
VIERTICAL 2X4ORTIE TO METAL T POSTS.
MAINTENANCE REQUIREMENTS:
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF
1. INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING 0.5
IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE PLAN$.
INCH OR MORE OF RAIN.
DO NOT ATTACH FENCE MATERIALS TO TREES.
2. REPAIR OR REPLACE DAMAGED FENCING IMMEDIATELY.
2. TREE PROTECTION FENCING FABRIC TO BE PLACED IN A RADIUS OF A
MINIMUM OF 1.5' FROM THE TRUNK OF TRUNK FOR EACH INCH OF DBH
(DIAMETER AT BREAST HEIGHT). AREA INSIDE OF FENCING SHOULD BE A
3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS NEEDED.
NO ACCESS, NO ENCROACHMENT ZONE THAT SHALL HAVE NO PARKING
OF EQUIPMENT OR STOCKPILING OF SUPPLIES.
4. IF ROOTS ARE DAMAGED, CUT OFF DAMAGE AREAS CLEANLY AND
KEEP -EXPOSED ROOTS MOIST BY SPREADING PEAT MOSS, MOIST
3. "MIRASAFE' HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI
TOPSOIL, OR MOIST MULCH. NO PAINT IS NEEDED.
CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA.
5. FENCING $HALL BE INSTALLED SUCH THAT NO TREE BARK
4. ONE SIGN PER 50' OF TREE PROTECTION FENCING SHALL READ: 'TREE
DAMAGE OCCURS. IF SUCH DAMAGE DOES OCCUR, ONLY
PROTECTION ARENDO NOT ENTER AREA/PARA PROTECCION DE LOS
CERTIFIED ARBORIST SHOULD DO ANY BARK TRACING. NOPAINT
ARBOLES/ PROHIBIDO ENTRAR°
IS NEEDED.
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PLACE 5' CONCRETE "WITNESS" POST IN
REMOTE AREAS AS DIRECTED. MARKER
LOCATION MAY BE SUBJECT TO HIGHWAY
DEPARTMENT APPROVAL.
EXISTING GRADE - RESTORE ALL
NOTE: HYDRANT MUST BE
DISTURBANCE DUE TO INSTALLATION IN -KIND
EOUIFPED NTH CHARLOTTES -
FNISHED GRADE
WLLE MUCH IS
WATERTIGHT FRAME & COVER
LOCAL DARD
STANDARD.
THE LOCAL STANDARD.
COVER TO SIT FLUSH WITH GRADE
RINGS MAY BE REO'D (12" MAX.)
LENGTH OF BRANCH VARIES
12"MIN. -
fi' MIN 2• TO TO'
^PRESSURE GAGE
15"MA%.
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(2]01
ASSEMBLY
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z' BALL vuSE PREVENTER (RPz) 1
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II
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II
>• II ADJUSTABLE VALVE BOX W/ UD
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2" BRASS PIPE NIPPLE
3 n BINGHAM & TAYLR FIG. NO. 4905
DOG -HOUSE SECTION: BETWEEN CORP STOP
SCREW TYPE OR APPROVED
a ii ( )
ALL VOIDS TO BE FILLED AND BALL VALVE
EDUAL
42"MIN 6" GATE TEE
HYDRANT
WITH BRICK &GROUT 2" NET CORP STOP
VALVE (SEE
PLAINS
ME.
///
NO. 57 STONE TO 16°/24" x 2"
BASE CORP LE
_ °, POOP SIZE)
RRE4QUICSEW 2 BALL VALVES
MINF RWSA 16"/24"TAPPING
250E P.S.I. CouCRETE ` I
WATER MAIN
BABE AND THRUST
.� °
MH SUPPORT
M.J. GALE VALVE
BLOB( AGAINBS \V/
UNDISTURBED STABLE
BLOCKING
SOIL
(TYP QTY - 2)
STEEL PILE
6-MIN.
RESTRAINED JDNT FlTTNGS
WHEN ME SOIL IS DISTURBED R WHEN
CAP. M.J., RESTRAINED
w/ 2' NPT TAP
18"(TYP)
A HYDRANT IS LOCATED IN A MI IN ADDITION
TO POURING CONCRETE A SWEL PILE SHALL
BE USED AS ADDEBONAL SUPPORT.
NEW WADER MAIN
EXISTING WADER MAIN TO BE TESTED
NOTES:
1. CONCRETE SUPPORT BLOCKING SHALL BE OF
WATER LANE
SUFFICIENT LENGTH AND WIDTH TO OVERHANG
'� P
NOTE
MANHOLE BY s° AT ANY POINT.
---
2. ARV SHALL HAVE A 1/2' BALL VALVE INSTALLED ON
2500 P.S.I.
L SURROUND WEEP HOLES NTH RAVEL AND KEEP FREE R CONCRETE.
2. MAINTAIN A 3 1/2' MIN. WWR MOM ME MAIN TO ME FIRE HYDRANT
FLUSHING PORT. BALL VALVE SHALL BE
CONCRETE THRUST BLOCK - G 2'x 2' BEARING AREA.
1(FINISHEDN GRADE DITCHES IALL SLOPE AWAY FROM THE FIRE HYDRANT AND
ACCESSIBLE FROM MANHOLE LID.
-
VALVE BOX.
4. ME GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND ME DITCH.
3. CONTRACTOR TO VERIFY MANHOLE SECTION HEIGHT
<
IT IS NOT ALLOWED IN THE DITR.
NOTES:
. M.
p
S FIRE HYDRANTS SHALL BE INSTALLED AT LCCATIWS MORE WEEP
BASED UPON TEST PITS. MANHOLE SHALL BE SIZED
- <
HOLES ARE ABOVE ME PREMIUMS ROUNDWATER ELEVATION. IF
1. NO PERMANENT CMNECnCNS MAY BE MADE TO THE FlNISHEp WATER SYSTEM PRIOR TO THE
RMAN
SUCH THAT THE TOP OF ARV (WHEN INSTALLED) IS
REWIRED TO BE BI NET AREAS, THE WEEP HOLES SHALL BE
COMPOISINFECTON
OF AND TESTING.
PLUGGED AND ME HYDRANT HALL BE PUMPED DRY.
2. WE LAST JOINT MOW BE RESTRAINED R BLOCKED.
12' -15' FROM COVER.
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
AIR RELEASE MANHOLE DETAIL
xenexx Mar B
DArz:
DRAWING NUMBER :
FIG. N'T'B
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x,M
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ORawIrvD NUMBER:
TYPICAL GATE VALVE
6
FLUSHING AND TESTING WATER MAINS
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rvolro
�`�' SCALE
RIVANNA WATER AND SEWER AUTHORITY
TDA
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RIVANNA WATER AND SEWER AUTHORITY
NOTE:
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MUEULIERS ORAPPRTYPE
TYPICAL FOUNDATION
AFIREHTU
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AC
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GLANDS
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AS
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W COMPACTED WS]STONE
GRANULAR FILL
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MIN
T '
00 TWO(2) INSULATION LAYERS
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MIN MIry WITH JOINTS STAGGERED
ANDTHRUST WITH2-'THREADED RODS
(GALVANIZED OR
" DEB OR DDING
STAY
SECTION I -I SECTION 2-2
WHERE SHOWN ON PLANS
26" WATER MAIN
BUCKKAGAINST
POURING CONCRETE,
UNDISTURBEDCR 4' MIN IN ADDITION TO POURING CONCRETE,
] STONE
_ _
COMPACTED A STEEL PILE$HALL BE USED AS AN
STABLE SOIL OR ROC
ROCK
e'S ifa
STABLE SOIL STEELPILE AUDmoNAL suPPORT
NOTES:
to a if a.
WATER MAIN INSULATION AND SLURRY BACKFlLL DETAIL
WHEN SOIL IS DISTURBED OR MEN A HYDRANT IS LOCATED IN
1. ROCK BE REMOVED TO AMINIMUM OF 6"BELOW THE PIPE AND I2"
NCTTOS F
A FILL, IN ADDITION TO POURING CONCRETE ASTEEL PILE
MINIMUM CLEARANCE TO THE SIDES OF THE PIPE.
If a if
SHALL BE USED AS AN ADDITIONAL SUPPORT.
NOTE.
2. RS/OR W68STONE SHALL BE PLACED AGAINST UNDISTURBED SIDES AND
_im
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
BOTTOM OF TRENCH TO THE SPRINGLINE OF THE PIPE
If M
n.`� 0
2. MAINTAIN A3'MIN. COVER FROM THE MAIN TO THE HYDRANT(INCLUDING DITCHES)
3. INSTALL POLYETHYLENE ENCASEMENT, TRACER WRE, MARKING TAPE AND
S. FINISHED GRACE SHALL SLOPE AWAY FROM THE FLUSH BOX LID
CLAY CUTOFFS IN ACCORDANCE WITH THE SPECIFICATIONS..
t.
4. HYURANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ME MOVE THE PREVAILING
4. THE INRIALBACKFlLLSHALL BE PLACED AND COMPACTED IN W LIFTS.
GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES$HALL BE PLUGGED
5. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE
AND THE HYDRANT SHALL BE PUMPED DRY.
TRENCH.
Gwew,LMre:
5. LID$HALL READ'RW$A' AND APPROPRIATE MANUFACTURER NAME OR LOGO. 'FIRE HYDRANP$HALL
6. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
UH.DFTULI$API CAa>=
FTM
NOT BE LISTED ON THE LID
6. CONTRACTORSHALL PROVIDE THE OWNER WDTH THREE (3) FLUSH TYPE HYDRANT WRENCHES PRIOR
Z SH ALL INITIAL BACKFILLALL BE 2IA MATERIAL PLACED AND COMPACTED IN 6"
UHUSTBIOCKSWDPR
r
SSTURG+DRe vXa W12
w'Oi
TO ACCEPTANCE OF PIPELINE.
LIFTS. INITIAL BACKFlLL SHALL EXTEND TO PAVEMENT OR TOPSOIL IN
`^
T. BOX AND LID SHALL BE VEHICLE RATED.
LPNDSCAPEDAREAB
1. USE MINIMUM 2500 PSI CRCRETE
2. CONCRETE FOR THRUST BLOCKS 91ALL NOT BE ALLOWED TO INTERFERE WRI JOINT OR RESMAINT
B. SILT STOPS SHALL BE PLACED ALONG TRENCH EVERY400'.
HARDWARE. PLASTC SXEETXG MAY SE PITACED OVER PIPE OR FlTTNGS TO PREVENT CONCRETE FROM
9. MAXIMUM PAYMENT TRENCH WIDTH FOR ROCK REMOVAL IS 12" ON EACH SIDE
ADHEDIXG TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED
BURY HYDRANT DETAIL
OF HE PIPE PLUS THE PIPE DIAMETER.
SOIL'
3. TIE DESIGN FNCINER SHALL BE RE3PCNSIBIE N VERIFY WE TYPE AND SRE OF ALL THRUST
RLDRS.
NI8
R�xsEPTm1s
DUCTILE IRON WATER PIPE INSTALLATION
DRAWING xunBER:
arEx sEPrm+s
DRAwTxc rvuMBER:
CONCRETE THRUST BLOCKS
MOTTO
AND BEDDING
WATER 1
WATER 2
MOTTO
B MI SCALE
RIVANNA WATER AND SEWER AUTHORITY
EXAMS: SCALE
RIVANNA WATER AND SEWER AUTHORITY
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DE2
ENCLOSURE B
PARKING SPACE DETERMINATION REVIEW EMAIL
Brad Weiss
From: Andy Reitelbach <mreitelbach@albemarle.org>
Sent: Wednesday, May 4, 2022 5:01 PM
To: Brad Weiss; Michelle Simpson
Subject: RE: SUB2021-00209, WPO2021-00035 -- RWSA deed of SWM facility easement + plat;
items ready for pickup /recordation
Good afternoon Brad,
No additional information for that request is needed. The four (4) parking spaces that are provided on the plan have
been deemed to be sufficient to accommodate the parking for this project.
Best regards,
Andy
Andrew Reitelbach
Senior Planner 11
Albemarle County
areitelbach@albemarle.ore
434.296.5832 x3261
401 McIntire Road
Charlottesville, VA 22902
From: Brad Weiss <bweiss@sehinc.com>
Sent: Wednesday, May 4, 2022 5:52 PM
To: Andy Reitelbach <mreitelbach@albemarle.org>; Michelle S. Simpson, PE <msimpson@rivanna.org>
Subject: RE: SUB2021-00209, WPO2021-00035 -- RWSA deed of SWM facility easement + plat; items ready for pickup
/recordation
CAUTION: This message originated outside the County of Albemarle email system. DO NOT CLICK on links or open
attachments unless you are sure the content is safe.
OK, understood. We will send in an updated package to you. I do see that there was a comment regarding the number of
parking spaces for the site. We sent in a request for determination but haven't seen a response back yet. Could you
please let us know if additional information is needed for that review?
Thanks,
Brad Weiss, PE (MN, TX, VA, WI)
Project Engineer
Short Elliot Hendrickson, Inc.
651.318.0349 direct 1507.440.7485 mobile 1651.490.2000 main
Building a Better World for All of Us®
ENCLOSURE C
ARB CERTIFICATE OF APPROPRIATENESS
,S.{.OF AL8
County of Albemarle
Community Development Department - Planning
November 29, 2021
Brad Weiss
SEH Inc.
3535 Vadnais Center Drive
St. Paul, MN 55110
Khristopher Taggart - Planner
ktaggart@albemarle.ora
Telephone: (434) 296-5832 ext. 3278
RE: ARB-2021-68: Airport Road Pump Station Final Site Plan (TMP 03200-00-00-041A2)
Dear Applicant,
I have reviewed the plans with revision date of October 26, 2021 submitted for the above referenced project.
The changes made in these plans address the conditions of approval outlined at the ARB meeting held on
October 5, 2020. You may consider this letter your Certificate of Appropriateness.
This approval is specifically conditioned on the following:
1. Execution of the design indicated on the final approved plans, attachments, materials, samples, and other
submittal items presented.
2. Mechanical equipment shall not be visible from the Entrance Corridor.
Please note the following:
1. Any changes in the approved design will require a new application and additional review.
2. Changes made to the site or architectural plans after issuance of a Certificate of Appropriateness can
delay the signing of final site plans and the approval of building permits. It is in the applicant's best interest
to notify ARB staff of such changes and to initiate the review of amendments to ARB-approved plans to
avoid future delays.
3. Certificates of Appropriateness are valid for the same period that the corresponding site plan is valid. If
there is no site plan required for the proposed work, the Certificate of Appropriateness is valid for 3 years.
Applicants requesting an extension of the period of validity must do so in writing. The letter must be
received by the Director of Planning prior to the expiration date.
If you have any questions, please do not hesitate to contact me.
Sincerely,
Khris Taggart — Planner
cc: Rivanna Water and Sewer Authority, 695 Moores Creek Lane, Charlottesville, VA 22902
File
WWW.ALBEMARLE.ORG
401 McIntire Road, North Wing, I Charlottesville, VA 22902-4579