HomeMy WebLinkAboutSubsurface Sewage Disposal Plan 7.5.2022(FND)
TOP OF
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- (FIND) BROTHERS/CAB
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LIMIT OF WORK
x 21.07
PCD D10 i" AN\ 15-O/ / / / 1-4,No \\ '000l\ /
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LIMIT OF RKI WITH 3-FEET OF STONE AROUND , x U,
20.38 (0- PROVIDENCE, RI 02906 \
EXISTING
/, D WELLING �- CTF 225968 /
23 y \ I (TO BE RAZED)
00
(/ x / ,' 1' / // ,' / /� ,' ,/ I `. �S 20.00
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/� , o o BENCHMARK /
W T' I x 22 / / i i I 1 \ 1 /, 34 p0,
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/ / R A - - - ,
/ / / / A x 38�, 1-4
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WALK 1 N �' PROP WALK I ; I ,� - \ / , , U Q
BpAR� I / 21.12 1 I� i --- -- ---- \ ,� ,' ' 0 1 G A l O
1 x 12. 4 i EX STING ) / I / 1 � x g��' / ' '' + o
I / PROPOC DE i -- 19 --- / -� ---- / '' /
HAR / `� \ i , WELL x--�'20. 3 19 ,' �' •' �/ NBS05'21„E
SEp AREA I 20.04 % I /i SPIKE(FND) 19.83 k/� �, \ �, 16 1 /O
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PROPO� 23.2
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20.43 /i l '
/ I / I /
/ I o, \ �\ // ,�' � /PROPOSED PEA- ONE DRIVEWAY
40
x O �Q ---- \ \ �' / / , / ,/ SB/DH
22.47 20.00 _ ' / ,' / , \ // (FND)
20.08 - 20 -- 19.82 �` 1 \ ``x�20.10 ' - /
--- T-1 T-45 ,
'may
DOWNSPOUT RECHARGE AND POOL DRAIN ��'? l O `- 20��, 1 ,/ �,'
/ I / / - �_-` Pk \ ®WG , 13.99 WITNESS STAKES MARKING
139 8' LINE 1000 GALLON LEACHING CHAMBER (H20) I \ �J \ /
/ 4---- PU1AT1(�N / WITH 3-FEET OF STONE AROUI110' 19.33x \\ _ _ i N
PCD D3 // 109.3 \ 103.5' , PROP SE 1,500 GALLON J1 P \
TO TOP 0 \ TO OF O - w PRE, ST CONCRETE �Q _ 81•56 50" W
COASTAL \ COASTAL 1 O 1 / ,� SEPTIC TANK (H20) goo �\�� S x
DUNE \ / BANK 1 _ _ l 18.13 /
SILTATION BARRIER AND \ ; _ - _ �� PROPOSEb (5) 50t -GALLON \ \
LIMIT OF WORK \�\ t_ _ 50.50 // LEACF�ftIGG CHAMBERS (H20) pROPERT� FINE
PROPOSED 3-OUTLET \
DISTRIBUTION BOX (H20) \ RISER
(ITYP. OF 3) LIMIT OF
STONE (TYP.)19.93
20.67 /
20.07
I PCD D.2 SCHOFIELD
1
I I
BROTHERS/CB 82'
81.56 50„ E 325• / (FND) - -
/
BENCHMARK I
/ / I ELEV.=19.64'
/ / 1
/ J 18.79 I / (NAVD88)
I /
IBCD D1� I I % 100 RADIUS TO PRIVATE WELLWELL
1 C Z / DRINKING WATER WELL
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FIELDS POINT MFG CORP �\N MA
I C/O GREAT ISLAND HOMEOWNER ASSOC.
1100 GREAT ISLAND ROAD 2 cn
I Z
WEST YADOC 38448A 02673 \ 2 - AC J .( /
LEGEND
PROPERTY LINE
104 -
EXISTING CONTOUR
104
PROPOSED CONTOUR
OHP
EXISTING OVERHEAD UTILITIES
EXISTING WATER LINE
W
W
PROPOSED WATER LINE
G
PROPOSED GAS LINE
UGE/T
PROPOSED UNDERGROUND
POWER/TELCOMM
PROPOSED FENCE
TP-1
LOCATION OF TEST
PIT/PERC TEST
99.76 X
EXISTING SPOT ELEVATION
QFH
EXISTING FIRE HYDRANT
UP �
EXISTING UTILITY POLE
®CB
EXISTING CATCH BASIN
BH
BULKHEAD
10�
PROPSED SPOT GRADE
PROPERTY LINES
(TYPICAL)
4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
PHONE: (508) 400-2365
SITE DESIGN, LLC
Residential Site Design and Permitting
LOCAT/ON.•
41 UNCLE ROBERTS ROAD
YARMOUTH, MA
CL/ENT PETER & ROBERTA FAIRBANKS
PO BOX 175
NORTH MARSHFIELD, MA 02059
DRAWING T/TLE
SUBSURFACE SEWAGE DISPOSAL SYSTEM
SITE PLAN AND PROFILE
SCALE.• DATE.• DAM WING NO.
1 "=20' 7/5/22 1 OF 2
REVISIONS
NO. DATE DESCRIPTION