HomeMy WebLinkAboutSUB201900134 Assessment - Environmental 2019-09-02 Soils Study for Reserve Drain Field Site
Tax Map 109-10C
A Boundary Line Adjustment
Tax Maps 109-9C, 109-10B and 109-10C
Albemarle County
Prepared for:
William and Ellen Kelso
1366 Colonial Parkway
Jamestown, VA 23081
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
September 2, 2019
Page 1 of 5
OSE/PE Report for:
Construction Permit_I I Certification Letter L 1 Subdivision Approval I I
Property Location:
911 Address: 5387 Lackey Lane City:
Lot Section Subdivision
GPIN or Tax Map# 109-10C Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: William and Ellen Kelso
Street: 1366 Colonial Parkway
City:Jamestown State VA Zip Code 23081
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 9/2/19 Date of Revision#I
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 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.
nThe 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 permits certification letter subdivision approval
be(select one)issued denied U
OSE/PE Signature Date
7c4 lic Z der h
Soil Profile
200% Reserve Drain Field Site
Tax Map 109-1 OC
5387 Lackey Lane
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-3 A Reddish brown(2.5YR 5/4)clay loam,friable 3
3-24 Bt Red (10R 5/8) silty clay loam, firm 3
24-48 Bt2 Red (2.5YR 5/8) clay loam, friable, 10%weathered schist 3
fragments
48-84 Cl Brown(7.5YR 5/4) loam, friable 2
84-156 C2 Yellowish brown(10YR 5/4) sandy loam, friable 2
2 0-8 A Dark gray (10YR 4/1) loam, friable 2
8-32 Bt Red (10R 5/8) silty clay loam, firm 3
32-56 BC Red(2.5YR 5/8) clay loam, friable, yellow(10YR 7/8) 3
sandy loam
56-84 C Yellowish brown(10YR 5/4) sandy loam, friable 2
3 0-11 A Dark gray(10YR 4/1) loam, friable 2
11-40 Bt Red(10R 5/8) silty clay loam, firm 3
40-58 BC Red (2.5YR 5/8) clay loam, friable, yellow(10YR 7/8) 3
sandy loam
58-84 C Reddish yellow(7.5YR 6/8) sandy loam, friable 2
4 0-6 A Reddish brown(2.5YR 5/4)clay loam, friable 3
6-35 Bt Red (10R 5/8) silty clay loam, firm 3
35-60 Bt2 Red (2.5YR 5/8) clay loam, friable 3
60-108 Cl Dark yellowish brown(10YR 4/6) schist saprolite,crushes 2
to loam
108-156 C2 Yellowish brown (10YR 5/4) sandy loam, friable 2
Page '7 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 9/2/19 Submitted to Albemarle County Health Department
Applicant William and Ellen Kelso Telephone Number (757)603-2261
Address 1366 Colonial Parkway Jamestown, VA 23081
Owner same Address same
Location 5387 Lackey Lane
Tax Map 109-10C Subdivision
Block/Section Lot
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? VX Yes r No
Describe shoulder
2. Slope 21
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) fX No r Yes inches
Free water present fx No r Yes range in inches
Soil percolation rate estimated IX Yes Texture group I II III IV
P No Estimated rate 45 min/inch
7. Permeability test performed f Yes
Ix No
If yes, note type of test performed and attach
5 Site Approved: Drainfield to be placed at 72-138" depth at site designated on permit.
F Site Disapproved:
Reasons for rejection:
1. P Position in landscape subject to flooding or periodic saturation.
2. I— Insufficient depth of suitable soil over hard rock.
3. T Insufficient depth of suitable soil to seansonal water table.
4. I— Rates of absorption too slow.
5. f Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. I Proposed system too close to well.
I— Other Specify
(attach additional pages if necessary)
pax- ydc
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, fti6nly the reserve
area(check one)for Tax Map 109-10C
Design Basis
Total length of available area: 50' Total width of available area: 22'
Estimated Perc. Rate: 45 at 72"-138" in. (depth) Number of bedrooms(or GPD): 2
Conveyance Method: Pump Distribution method (specify): Pump
3o
Dispersal system basis AOSS regs—Table 1_ LGMI required? No (Yes/No)
Effluent quality required: Advanced Secondary(TL 3)(Primary, Secondary,Advanced Secondary)
Square feet per bedroom:_203_ Total trench bottom area required: 812
Hydraulic loading rate- .74 gpd/sf
Elevation change in pad area—66"
Area Calculations
Number of pads 1 Length of pad: 50'
Width of pad: 17' Center to center spacing: n/a
Reserve required? No,this is reserve Percent reserve area required: 200
Total width of absorption area required 20' Total trench bottom area provided: 850
The required 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
I CO 188'49) 3612.001 121.38T 60.701 181.3N Nee'wart! n'NLT F OR rlirap- AJ IisNr'
_ ,....4 ......i
\ -
141.. r° NSpl
'� . P�1g
1, Pg PARCEL ACRE
N.1 �,i' LE • T.M. 0OB
,/'
• 101 • 3.85 ACRES
�•-w 1�jv TOTAL
�A S� 1 $• EXISTING 30's VARI E
/'• ►A 0 111A'� 6 MIOTK ACCESS EA
�\ % 2fl-pv”- IRON
POUND (D.8.2892-839A PLAT) �,.
10
\ 04.E 1%''.0 .....•.•'' .r' '�G• .0.0'0�0'
NyAi,..-+ ,„� I POLE r .,..4,).
T.M.109-9C FOUND J f` N,t�,yi►'p2'�` 1� 'l$�g . . 61 0.2Z
t' IS 8 ✓t%
,. IS US e�,
POLE -
t. POL` �l •$�`0'y
•~ PARCELS t.• ((3 0.3 ACRES)�10
PROPOSED 200% EXISTING 30' •14e.,` I$ 0.53 ACRE t". ALAN D•HAVER80N S JOAN HAVE!
RESERVE DRAIN ACCESS EASEMENT (.jj $. F O.B.i 14-4i6
(D.B,2892-639A PLAT) . � �► IS ✓ p
FIELD AREA \ 1b✓ t�1, 0.8.2592-839 2 639A PLAT
`�e� IS• '31'44•E \\< IS I 0 ' �` .
l..i' • y l90.38 \ �,,, 888'22'32•M
IS i6.48'
1A� ,.�'' 33'N
IS _ �`...
•,<' .9 _ L' � •..• ' 810�.16 `. PUNCH HOLE
iiii �1 - 1 \ IN LARGE ROCK
IS /r <� NEW FIRON
\� \
ACCESS \
L 12 EASEMENT •
UNIMPROVED
t \ �\ POLE \\
$�, EXISTING
,ri
\-1\ \
" DRAIN FIELD
''\ -� (APPROX.)
�'� NOTE:EXISTING DRAIN FIELD
`t ` i0 PER HEALTH DEPARTMENT
tot.
„t PERMIT ISSUED 9/9/63 TO �,
EXISTING MARTHA AND LOTTIE LACKEY
IRON ‘ 2BR HOUSE .' (PERMIT ON FILE AT HEALTH
FOUND �` DEPARTMENT)
(( T.M•i09-9C
ALAN 0.4 ..48+ 8 AJOAN)HAVERSON % r� \
, 0.8.26922�6 4,639 87 639A AT PLAT ` /
0.3 1914-415 �,
0.3.334-304 PLAT , '
0. 1 2-37 PLA
RESIDUE', 81.96+/- ACRES
i
/ ' /
1 `�
Scale 1"= 80' •- Soil Profile Hole /
1 \
Reserve Drain Field Site
5387 Lackey Lane iWILLIAM N.KELSSO ACRES)
B.KELSo \
Tax Map 109-1 OC 0.8.22692-833 839 6 839A PLT
AT \,
Albemarle County, Virginia ( \
-Steve Gooch Consulting Geologist '`\ G(-EXISTING
703 Oliver Creek Road SPRING \
Troy, Virginia 22974 � �•, `
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND.REVISED T.M.109-108,REVISED
T.M.109-10C AND THE RESIDUE OF T.M.109-9C IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH
THE DESIRE OF THE UNDERSIGNED OWNER(S).PROPRIETORS,AND/OR TRUSTEES.IF ANY. OOAy
Q', REVIEW
ALAN D.HAVERSON (T.M.109-9C & 10B) G4 BRIAN 3 RAY
Lic.No.002281
CITY/COUNTY OFI r
STATE OF `�!4p
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF !!.. ~
2019.8Y ALAN D.HAVERSON (T.M.109-9C & 108) Q.v
NOTARY PUBLIC
MY COMMISSION EXPIRES : NOTARY SEAL
APPROVED FOR RECORDATION
JOAN HAVERSON (T.M.109-9C & 108)
Q� AGENT FOR THE BOARO OF SUPERVISORS DATE
CITY/COUNTY OF
STATE OF G
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF
2019. BY JOAN HAVERSON (T.M.109-9C & 108) Q�
NOTARY PUBLIC
MY COMMISSION EXPIRES : NOTARY SEAL
633 12941.
O�� UNTTAAIN MONACANAD RO
WILLIAM M.KELSO (T.M.109-10C) 1.4
A.
CITY/COUNTY OF N/Nr, GQQ
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF 1, HENDERSON 16331
�(` LANE COVE
2019. BY WILLIAM M.KELSO (T.M.109-1OC) GARDEN
ROAD
NOTARY PSSIIC # 18411 /
MY COMMISSION EXPIRES NOTARY SEAL
COVESVILLE 00.� R LACKEY
' /' LANE
ELLEN B.KELSO (T.M.109-10C) \�• T.REVISED
M.109-108
REVISED
Qy \ \\ \, T.M.109-10c
CITY/COUNTY OF GO \` RESIDUE
STATE OF 18401 T.M.109-9C
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF29
�S I l COVLSUVEILLE
2019.BY ELLEN B.KELSO (T.N.109-10C) Q6
MONACAN
TRAIL
ROAD
NOTARY PUBLIC
MY COMMISSION EXPIRES :
NOTARY SEAL VICINITY MAP - SCALE: 1' - 2000'+/-
THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE OIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN
ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT
INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL ONLY.
A. T.M.109-9C, 108 & 10C ARE ZONED RA (ENTRANCE CORRIDOR OVERLAY DISTRICT).
B. NO DEVELOPMENT RIGHTS ARE BEING ADDED WITH PARCELS R OR S.
C. THE RESIDUE OF T.M.109-9C RETAINS FIVE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED THEY SHALL NOT TOTAL MORE THAN 31.00 ACRES.
D. REVISED T.M.109-108 HAS ONE DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED.
E. REVISED T.M.109-10C HAS ONE DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED.
F. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,REVISED T.M.109-10C AND THE RESIDUE OF T.M.109-9C,EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.i OF THE ALBEMARLE COUNTY
ZONING ORDINANCE. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA.EXISTING T.M.109-108 AND REVISED T.M.109-108,DO NOT CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE.
G. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,THESE PROPERTIES DO NOT LIE WITHIN A WATER SUPPLY WATERSHED.
H. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA.THESE PROPERTIES DO NOT LIE WITHIN AN AG-FORESTAL DISTRICT.
NOTES:
1. OWNEA(S) AND ADDRESS:
T.M.109-9C & 108 T.M.109-10C
ALAN D.HAVERSON & JOAN HAVERSON WILLIAM M.KELSO & ELLEN B.KELSO
10407 SUN GLEN CT.NORTH CHESTERFIELD VA. 23236 1366 COLONIAL PARKWAY, JAMESTOWN, VA 23018
2. THE BOUNDARY DATA SHOWN HEREON FOR PARCEL S IS BASED ON A CURRENT FIELD SURVEY. ALL OTHER BOUNDARY DATA SHOWN HEREON WAS TAKEN FROM PLATS BY THIS FIRM.RECORDED IN D.8.2592-639 & 639A,
AND D.8.2765-67 & 68.ROTATED TO GRID NORTH.AND WAS NOT RESURVEYED THIS DATE.
3. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD REVEAL THAT ADDITIONAL PARCELS AND/OR DEVELOPMENT RIGHTS EXIST,THE INTENT OF THIS PLAT IS NOT TO COMBINE PARCELS OR EXTINGUISH
DEVELOPMENT RIGHTS.
4. T.14.109-106 IS SUBJECT TO AN EASEMENT TO APPALACHIAN POWER CONPANY(D.B.3494-581).
5. T.N.109-10C IS SUBJECT TO AN EASEMENT FOR A SEPTIC DRAINFIELD AS OUTLINED IN D.B.3128-446 INSOFAR AS IT MAY APPLY.
6. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOW BY ME ARE SHOWN OR NOTED HEREON. THESE PROPERTIES ARE SUBJECT TO ANY ADDITIONAL CONDITIONS.UTILITIES,EASEMENTS.AND/OR COVENANTS THAT MAY
EXIST.
7. ACREAGES BEFORE THIS BOUNDARY LINE ADJUSTMENT: BOUNDARY LINE ADJUSTMENT PLAT
T.M.109-108- 3?03ACRES/- ACRES(AS PER TAXED ACREAGE) PARCEL P. CONTAINING 0.82 ACRE
T.M.109-IOC= 3.48 ACRES A PORTION OF T.M.109-10C BEING ADDED TO AND COMBINED WITH T.M. 109-10B
PARCEL S, CONTAINING 0.53 ACRE
A PORTION OF T.M. 109-9C BEING ADDED TO AND COMBINED WITH T.M. 109-10C
AND
NEW 20'ACCESS EASEMENT
LOCATED ON EXISTING ACCESS EASEMENTS
AT THE END OF STATE ROUTE 838(LACKEY LANE)
AT COVESVILLE
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1' - 50-'7 DATE: AUGUST 8. 20 i9
FOR
WILLIAM KELSO
ROGER W.RAY & ASSOC. INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
GL TELEPHONE:
V(EYIN)G.COM 293-3195
SHEET 1 OF 2 12514C
LINE . DELTA RADIUS ARC TANGENT CHORD CHORD BEARING
CI 1'58'49' 3512.00 121.38 60.70 121.38 N66'15'22'E HEALTH DEPARTMENT COPY
NOT FOR RECORDATION °
15-
10� /.
, -`' \ m
<q < 8� �,,1 /'../' I I.
`+ s
‘40001-
/ >r ii
•\ o
%A�x Pllt e 316 PARCEL R f `\•
- 0. 0.82 ACRE ;N REVISED '
,�,.-�� '` � 1 T.M.109-108 \`.
�/' 4 �e �' ' • 3.85 ACRES \ \
-�t"M �'� \°o• l t EXISTING 30'S VARIABLE TOTAL
/� � t i\A 6 •
NIOTt ACCESS EASEMENT • \.
\ Q @?!r FOUND (3.6.2592-639A PLAT) .� \
t?A.I59 02 .r..- - n*, S ditii.: �-E •�N 1�
IRON `��---- •-0' iZ9.94 /5�p'�2 i
T.M.109-9C F i to A'59�' ' �IIP '' /
�" !IS is a •
POLE ;,�� ISL19 •
e POLE 4- `Q7,` �y. i
`. . /�� PARCEL S c� 0, T.M.f09-108
PROPOSED 200% EXISTING 30' y�; IS 0.83 ACRE `' �0 (3.03 ACRES)
RESERVE DRAIN ACCESS EASEMENT --"'4w` l (b F+ ALAN D.HAVERSON & JOAN HAVERSON ,
).8.2592-639A PLAT) '� 1)13 . \ 0.B.1914-415 /
FIELD AREA \� ( °� •` D.8.2592-639 & 639A PLAT `
IS '` IS I'4 '°49•
o aw S84'31'44•E 190.38 `'•,�, FOUND ` r/
A
e ' s, S66'22'32'M
IS 15.48' J
IS ~` lIIIK
;
... , '�;��g L8'--------.. Lf� .�1 \` fa�0•p6.16 '� INLARGE PUNCH
/r 0 i' 1
u, 4 '. V• �y ti \, '
IS ',f' ✓ ACCESS FUN \ \�; '`, '�
NEW 20• ,
L12 EASEMENT
UNIRO VED t \ \\ POLE ` ,1 (....7
4 f ` EXISTING /r
mmmm
\\j-\ G DRAIN FIELD -�
•� (APPROX.) '
W r► NOTE:EXISTING DRAIN FIELD
t ilk
PER HEALTH DEPARTMENT
lir
u PERMIT ISSUED 9/9/63 TO '
\� = MARTHA AND LOTTIE LACKEY
EXISTING (PERMIT ON FILE AT HEALTH
FOND Z• 2BRHOUSE DEPARTMENT) T.M.109-9c
(52.484/- ACRES)
p�� i ALAN O.HAVERSON & JOAN HAVERSON
D.0.2765-63.67 & 68 PLAT
TM.l09-9C sr . D.9.2592-634,639 & 639A PLAT
JOAN Cs / 0.8.1914-415
ALAN O.HAVERSON& S)HAVERSON ` , 0.8.334-304 PLAT
D.B.276'r-63,67 & 68 PLAT `. ' 0.8.132-377 PLAT
0.6.2592-634.639 & 639A PLAT \ / RESIDUE.. 51.964/- ACRES
0.8.1914-415 \
0.8.334-304 PLAT \ . i
0.6.132-377 PLAT \ /
RESIDUE.. 51.95+/- ACRES
I . ,
,
I
/ T.M.109-10C
,• WILLIAM M.(KELSO & ELACRELEN 8.KELSO PLAT `
(I*.
1 0.8.2�-634.639 & 66339A PLAT \
LEGEND: \•• C3 `\
IS IRON SET \++ ,
EXISTING `%
--,'-OVERHEAD UTILITY LINE `+ SPRING
LINE BEARING DISTANCE "- 80' •+ `
Scale 1 - •- Soil Profile Hole \
LI N6714'46'E 15.40 i .
L2 N67.14.46'E 66.60 Reserve Drain Field Site
L4 S24.5533'2'E 8.0 5387 Lackey Lane \ `'+
L5 N67'14'46'E 40.00 Tax Map 109-IOC 1
L6 N60'06'47'M 23.04 + `
L7 N76'00.25'W 49.37 Albemarle County, Virginia \\ "' REVIEW
L8 589.50'37'x 40.20
L9 S69 rot'04'M 17.15 Steve Gooch Consulting Geologist
LIO 363'31'54'M 28.49 703 Oliver Creek Road \\ '
L11 N22'22'35.11 5.67 . ,' t
L12 S67'37.25'W 55.41 Troy, Virginia 22974SCALE: 1" - yes 2
L13 N19'20.47'M 38.20 g \ j DATE AUGUST 8. 2019
L14 N65'49'33'E 73.50 i i
L15 N24'13.06'W 25.43
L16 N40'41'0011, 20.37 . iROGERRO 83.OE COURT NC.
L17 N53'34'121. 28.15 GRAPHIC SCALE 1-.392-70' `
CH*FLOTTESVILLE.VIROINIA 22901
LIB N63'13'S6'M 64.30 In �� f� TELEPHONE: (434) 293-3195
LI9 N47'49'5010 12.60 E NM 111111111111111111111•111 11111MINIIIMMI11111 %' RAYSURVEYING.COM
L20 N27'53'43`N 7.13 0 50 100 150
SHEET 2 OF 2 12514C