HomeMy WebLinkAboutSUB201800130 Assessment - Environmental 2018-09-24 rt
COMMONWEALTH of VIRGINIA
In Cooperation with theALBEMARLE-CHARLOTTESVILLE
Thomas Jefferson Health District FLUVANNA COUNTY(PALMYRA)
State Department of Health 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE)
LOUISA COUNTY(LOUISA)
Phone (434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON)
Fax (434)972-4310
Charlottesville, Virginia 22906
September 14,2018
Andrew Reitelbach
Department of Community Development D�. �1
Division of Zoning and Current Development �, + 3V'J
401 McIntire Road
3
Charlottesville,Virginia 22902-4596
RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage
Systems as part of a division of Tax Map 60 Parcel 24 located in Albemarle County,Virginia.
Dear Mr.Reitelbach:
On August 2,2018,the County of Albemarle requested the Virginia Department of Health(via the Albemarle
County Health Department)review the proposed subdivision plat identified above.This letter is to inform you
that the above referenced subdivision plat is approved for individual Onsite Sewage Systems in
accordance with the provisions of the Code of Virginia,the Sewage Handling and Disposal Regulations,
and local ordinances.
This request for subdivision review was submitted pursuant to the provisions of§32.1-163.5 of the Code of
Virginia which requires the Health Department to accept private soil evaluations and designs from an
Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer working in consultation with an AOSE for
residential development. This subdivision was certified as being in compliance with the Board of Health's
Regulations by Steve Gooch; Onsite Soil Evaluator Number 1940001284. This subdivision approval is
issued in reliance upon that certification.
Pursuant to§360 of the Regulations this approval is not an assurance that Sewage Disposal System
Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically
identified on the above referenced plat as having an approved site for an onsite sewage disposal system,and
unless all conditions and circumstances are present at the time of application for a permit as are present at the
time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage
systems.
This subdivision approval does pertain to the requirements of local ordinances.
Sincerely,
Jos Kirtley
Environmental Health Technical Consultant
Thomas Jefferson Health District
Soils Study for Reserve Drain Field Site
Residue
A Division of Tax Map 60-24
Albemarle County
EPPEC1-19
Prepared for:
University of Virginia Foundation
P.O. Box 400218
Charlottesville, VA 22904-4218
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road RECEIVED
Troy, Virginia 22974
SEP 1 4 prim
COMMUNITY
July 21, 2018 DEVELOPMENT
IRECEIVED.
JUL 26 2018
COMMUNITY
bEVELOPMENT
Page 1 of 5
OSE/PE Report for:
Construction Permit ' I Certification Letter 1 1 Subdivision Approval El
Property Location:
911 Address: 555 Old Garth Road City:
Lot Residue Section Subdivision
GPIN or Tax Map# 60-24 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address: IN IPp yiOpl!'�fl
��i��JJJ��lCS�UU
Name: UVA Foundation
Street: P.O. Box 400218
City:Charlottesville State VA Zip Code 22904-4218
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 7/21/18 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated Design Form
Soil Profile Sheet Survey Plat
Soil Information Summary Sheet
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the
exemption in Code of Virginia Section 54.1-402.11
I recommend that a(select one): nstruction permit': certification letter subdivision approval
be(select one)issuedQ denied U
OSE/PE Signature ,(�� �� �J ' " — Date ?I e(I�y
i"
Soil Profile
Reserve Area
Residue
A Division of Tax Map 60-24
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-4 A Brown(7.5YR 4/2)clay loam, friable 3
4-24 Bt Red(10R 5/8) silty clay loam, firm 3
24-48 BC Red(10R 5/8) silty clay loam, firm,yellow(10YR 7/8) 3
lithochromic masses, 25%hard gneiss fragments below 36"
48- R
2 0-5 A Brown(7.5YR 4/2)clay loam, friable 3
5-36 Bt Red(10R 5/8) silty clay loam, firm 3
36-79 C Reddish yellow(7.5YR 6/8) sandy loam, friable, 25-40% 2
gneiss fragments below 72"
79- R
3 0-4 A Brown (7.5YR 4/2) clay loam, friable 3
4-33 Bt Red (10R 5/8) silty clay loam, firm 3
33-84 C Strong brown(7.5yR 5/8), loam, friable 2
4 0-8 A Brown(7.5YR 4/2) clay loam, friable 3
8-48 Bt Red(10R 5/8) silty clay loam, firm 3
48-70 BC Red (10R 5/8) silty clay loam, firm, yellow(10YR 7/8) 3
lithochromic masses
70-84 C Yellowish red(5YR 5/8) sandy loam, friable 2
5 0-6 A Brown(7.5YR 4/2)clay loam, friable 3
6-40 Bt Red(10R 5/8) silty clay loam, firm 3
40-72 BC Red (10R 5/8) silty clay loam, firm,yellow(10YR 7/8) 3
lithochromic masses
72-84 C Yellowish red (5YR 5/8) sandy loam, friable 2
Page 3 of c
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 7/21/18 Submitted to Albemarle County Health Department
Applicant UVA Foundation Telephone Number (434) 982-4646
Address P.O. Box 400218 Charlottesville, VA 22904
Owner same Address same
Location 555 Old Garth Road
Tax Map 60-24 Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY- �5exus_c. �
1. Position in landscape satisfactory? I"X Yes p No
Describe shoulder
2. Slope 9 %
3. Depth to rock or impervious strata: Max. 84"+ Min. 48" None
4. Depth to seasonal water table (gray mottling or gray color) (x No r Yes inches
=ree water present Ix No I- Yes range in inches
6. Soil percolation rate estimated Ix Yes Texture group I II ® IV
r No Estimated rate 80 min/inch
7. Permeability test performed r Yes
Ix No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 30" depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1. r Position in landscape subject to flooding or periodic saturation.
2. f Insufficient depth of suitable soil over hard rock.
3. F Insufficient depth of suitable soil to seansonal water table.
4. I Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. r Proposed system too close to well.
r Other Specify
(attach additional pages if necessary)
i)ur- y,,;-6
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, manly the reserve
area(check one)for Residue—A Division of Tax Map 60-24
Design Basis
Total length of available area: 100' Total width of available area: 120'
Estimated Perc. Rate: 80 at 30" in.(depth) Number of bedrooms(or GPD): 5
I 2
Conveyance Method : Gravity Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4 LGMI required? No(Yes/No)
Effluent quality required: ,Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 656 Total trench bottom area required: 3280
Area Calculations
Number of trenches 11 Length of trenches: 100'
Width of trenches: 3' Center to center spacing: 10'
Reserve required? this is reserve Percent reserve area required: 100
Total width of absorption area required 93' Total trench bottom area provided: 3300
The reauired width is calculated by multiplying the center-to-center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available,especially up and down the slope,than is required.
Page of
AOSE Form E Revised July 18,2007
l acc
_ n6 MEC101�R No nclllm MA.•Kr MOP - SCAM I.•- I•••'•.-
ir
• • • . _ • , P irk
'a
.., Existing House
•. 1:.•" 4 ..' •i ram' . ir'',? ,i, .•!,TA
A••♦0•••• `1 I
Mtn MAT=run ant IP/ , I .
SA AL-OIIgALL 0L1111CCT.
(•r Al.•SY111t Ott Wa•Itt Alm ANSA •
1111911921 41.0 0►Ile KA MM c
• .. •.• •.:': • Reserve U
m
op 1147;t„ 4... '. gre 41 t t
K r, 1 . 7% ,"• t
IS. DETAIL.
SCALE V • !NA 29a'
P laillit v is sa.acE '
T
TAXATION 1170p) t,
TK r 1 y ,'�xL )l 4 . TIOM
ll ,
F: f' • ' T 1 r!CAL MAY i 201a
twnweirr w 1 D4A,•U•IATION
Scale 1"=200' • - Soil Profile Hole
Reserve Drain Field Site =. .J fix` .
Residue
MKT !OF! lNVA
A Division of Tax Map 60-24
Albemarle County,Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road s aIf o o r E D
' Troy, Virginia 22974
Parcel A
A Division of Tax Map 60-24
Albemarle County
Parcel A is zoned R4 and will be served by public sewer
. , 151 pvU� o
III ACCOAJAMCEWIQ DEDICATION OF THE M THE DESIRE OF TIE UNDERSIGNED f OWNER(SI. PARCH A'A /DTI OF T IF S WITH TIC FREE CQ19ETdT AND VICINITY WAP 6 KEY NAP - SCALE: 1' • 1000'•/-
FOR iNINISSITY OF VIRGINIA FOUNDATION ® F,T-
I . �4;:_ .. sting 1
ST 77EErf CVAj FOIIStOD16 DIST etz MAE AaKN01a.EDSm -;•i; �... ;.0: •.f-•::•� ,
SE�d!IE TMIf OAY OF R4 Ili,
4 ]I
381l.FOR UNIVERSITY OF VIRGINIA FO11aUTLON • 4 N•. 'EXSSTINB� p�� ��)
OIELLINB
NOTARY PUBLIC A ' S S >1• _ S '1 , 221'.- AC�. , r 'S ❑,1'
NY COaQBBION EMPIRES . #' _. : , •• - . .
so
*PROM FOR RECOiOATLOM . IMF
RAINFEILD •Q�-;' `+' , � i� 7y, sg
• AREA 4 1�,... g ��#
fSEE DETAIL BELOW) ` p ".;,..., / . ailif-
AGENT FIN THE SOMO OF 4I+ERVISCRS DATE ...
EXISTI • "
DAIYE �j< THE EXISTING WIVE AND
0, USE N0TE8 9FN0144 dN TNIS PLAT AFE INF'08E0 AT .7 REflLEST aF T1f DIRECTOR t>F PLMNINS BY H[9/1ER r .q`r,� EXISTING
pI FUT I5�,/0gA1T�E HAS *HAT TpEY ARq�E A!D IN WI1N TTE 201I1i4 �IVY �.. ii
A�
ISCT THI NOT INTENDEDMOTEIM�AS SUCH. ANY NE� TO UIE DRUNNIEVE WITH LOPMENT RUNTS MOWN E LAND �L8�IC.AAi. • COUNTYTOF TDM4 �TA
A. T.M.40-224 I ZOOM R+ R4 6 RA (D1A-I0$G'0001& A-1984-0001A ZNA-1995-00004.ZNA-S9 S -1988-00000) "1\11 E1
(AIIMtXPT ACT ENTRANCE CORRIDOR 1*.., C BYWAYS OVERLAY AND STEEP%CPFS MANAGED 6 P1ME4'4
I. PARCLL A j�RI AND R4 SSEE ZIM- •••• c'
C. NE FES Of T.N.80-24 IS DOLED RI • RA.
• D. THAT ON OF T.M.80-24 ZONED RA PET ITS DEVELOPMENT RIGHT AND MAY BE FURTH:14 DIVIDED.. , IVY
MD
E. INS TTO TiE MJ A E COUNTY 6I - ' RE8 OF T.N.80-p244.COMTecTA2NB A WILDING SITE THAT COMPLLEB WITH ROAD
F. PARTYO T ELATED IN SCUTS `�...TXRIY IRIWATER W4...Y A ?U1AL-FORESTAL DISTRICT. 99 BYPASS V
M. THISEAPPROXIMATE LOCATIONS OF THE STREAM NEREON SERE TEMBI FROM ITC OF AL.BEMARLE GI8 SMITE ANC ECPRESSWAY ROAD
(SLY WsiwlE PRDTECTTON
I. � YN� I IN RESIDENT/AL
AID SALSA.
J. COUNTY CODE. TO � AND RESIfE'r'TIAL DISTRICTS' AS D1EIN®IN SECTION 4.19 OF THE ALBOMiLE
j )
j �
NOTES: ' 8;4.1 '":.S' -;'T'vi f ✓ yy
I. (SUER(S).A00RESS C LEGAL REFERENCES ' „
2
raTI 18ITY OF VIHOINIA FOUNDATION #• - /
P. 800. 4002X 1�VIRGINIA 22904-4218 /
iEBVI IC
uufA Jeld
T.M.6D-24 FLAB
0.0.to2a-124 Plat ' , i 8 .
0.8.1035-175 FLAT F� , E
O.8.875-21PTATT 709 PLAT ' 1
2. ALL SOU►OARY DATAMONUENTATION MC IWROVBWR9 N#AEON FOR THAT PORTION or PARCEL A (TRACTS A,B 6 C) LYING $ 1i
SOU(NIEST OF TIE TIE LINE BETWEEN POINT 'A' Ate Ip�'�B' NAS TAM FROM AN UNRECORDED PLAT BY THIS FIRM. DATED i
MAR!!4S 2011.ROTATED TO ENID NORTH MO WAS NOT AOMRAEYED MIS DATE._(2011) MOTES YEAR MONUIENTATI ROX
WAS APPIMATE
FO PiEYZC( LY UR ORBN
SET BY MIS FIRM. ALL OT8ER 90UNDARY DATA ON 4 G4 I S BASE.O W A CURNENT SURVEY. LOCATION CF
3. miaow AN OFFICCIAL DETF3)MIMATION OF PARCELS OF ream REVEAL THAT ADOITIQiAI PARCELS AID0R DEVELQPNENT FLAG FLAG EXTAA�F�
CENTS HEALTH (DEPARTMENT COPY
CENTS EXIST. TIE INTENT OF TNT$PUT I8 NOT TO COMBINE h ESE PARCELS OR EXTINWISM ,1 OPNENT RIGH 6 TS. COUNTY OF AL8£MAPLE NOT FOR RECORDATION
SI$DATA
4. T.N.S0-24 IS T TO THE F '
A. AN EA EYIT TO CESTRAL �COPAIAY OF YIRCINIA(DB.823-31SC).
S. TO vIRSIMIA TELEPHONE 6 TELEGRAPH COiINY(U.S.40-942 6 0.8.424-268). DETAILC. EASEMENTS TO VITi6INIA ELECTRIC 6 RISER CONPAANY(0.8.404-519.D.8.319-224 6 0.0.325-399).
0. A 13' EASEMENT FOR UTILITY LINE AS DEFINED IN 0.9.427-120.(24 PUT. SCALE: i' s 14W 2(iiJ'
E. A 20'SANITARY SEWER EA'EIEIIT AND UTILITY EASEMENTS AS DEFINED IN 0.6.782-322.
3. TTOO AnAD REPORT DITIONALL EASEMENTS.UTILITIES.CALL OIC ON KNOWN S AW/OORR COVENANTS T CO164 OR MNAAY NATED AYYEEXIIST11iIS PROPERTY IS Sdd,IECT
SU802VISION PLAT
8. ACREAGE BEPDXE MIS SLSDIVISION PUT: T.M.B0-24 -286.89+/- ACRES(AS PER TAXATION REC 7G). PARCEL A._CONTAINING 41.08 ACRES
- 41.06 AWES (PARCEL A) A PORTION OF T.M.80-24
FESIOUE-224.54./- ACRES tBY DEDUCTION FRON TAXATION RECOR= THE PROPERTY OF UNIVERSITY OF VIRGINIA FOUNDATION
LOCATED ON U.S.ROUTE 250 6 29 BYPASS
AND STATE ROUTE 856AULCONER DRIVE)
JACK JOUETT MAGISTERIAL DISTRICT
ALBEMARI.E COUNTY,VIRGINIA
RW+A)F. 1• • I00' DATE MAY 3,2018
FOR ,1,,
REYTEM L DIVERSITY OF YFIRBDAA FOUNDATION
E C7 *IAN S.RAY YYY
Lia Na 002231
ROGER M.RAY 6 ASSOC..INC.
L 4 lea Not to scale TE _ 43 196 '
House, Well and Drain Field Sites RA YI1G.COM SST 1 OF 3 17447A
Residue
A Division of Tax Map 60-24
Albemarle County, Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974