HomeMy WebLinkAbout2 Georgetown Landing - Site PlanFILE COPY
ACCESS COVERS MUST BE WITHIN 91 MINIMUM. INVERT ELEVA T IONS : DESIGN CRITERIA: GENERAL NO TES
e 6' OF FINISH GRADE
3MAXIMUM COVER `INVERT AT BUILDING: 100.6 DESIGN FLOW:
102.6 FIRST 2' TO
- INVERT IN SEPTIC TANK: 100.2 3 BEDROOMS AT I 1 G.P.D. PER !. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
BE LEVEL MIN 2 OF PEASTONE
INVERT OUT SEPTIC TANK: 99.95 BEDROOM EQUALS 330 G.P.O. OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING
r raw P INVERT IN DIST. BOX: X9.87 PURPOSES ONLY.
3/4' - ! IJ? DIA.
NO GARBAGE GRINDER "
o 9 2' �. DOUBLE WASHED STONE INVERT OUT DIST, BOX: 99-7
100.6 GAS � 97.6 INVERT IN LEACH CHAMBER. 99.6 ?. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
100.2 Y BAFFLE ' SEPTIC TANK REQUIRED: SET: SEE SITE PLAN.;,
3 OUTLET BOTTOM OF LEACH CHAMBER: 97.6"
2-500 GAL LEACHING CHAMBERS 330 G.P.D. X 200x - 660 GAL.
o- o ADJUSTED GROUND WATER: NIA J. ALL CONSTRUCTION MET ODS AND MATERIALS AND
e D -BOX W/4' STONE AROUND. 12.8'• x 25'1 x`2'd SEPTIC TANK PROVIDED: 1500 GAL. MIN.
1500 GAC OBSERVED GROUND WATER: NIA MAINTENANCE OF'THE S PTIC SYSTEM SHALL
SEPTIC TANK 6' CRUSHED STONE OR BOTTOM OF TEST HOLE sl: 92.6 SOIL ABSORPTION SYSTEM REQUIRED: CONFORM TO MASS. D. EJ P. 71 TLE 5 AND LOCAL
COMPACTED BASE DESIGN PERC RATE f 5 MINJINCH BOARD OF HEALTH REGULATIONS."
PROF I L E : NOT TO SCALE 501E r£xruRAL class = 1
- EFFLUENT GOADING"RATE- 0.74 GPD/SF 4. ALL SEPTIC SYSTEM ,COMPONENTS LOCATED UNDER.
-330 GPD / 0.74 GPDISF 446 S.F. REQUIRED -AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH
PROVIDED: 2-500 GAL LEACHING CHAMBERS STANDING H-20 WHEEL LOADS,
W14' STONE AROUND. A-471 S.F.
471 S.F. x 0.74 - 348'G.P.D. 5.. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
APPROVED EQUAL.
, 7-
1 ` SOIL TEST P I ! DATA 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
1 PRECAST, CONCRETE AND WATERTIGHT. D -80X SHALL
;uP W INDICATESy INDICATES BE WATER, TESTED FOR LEVEL WHEN THERE IS MORE
PERC! $
TEST GROUNDWATER
c GROUNDWATER
THAN ONE OUTLET.
TP sl 7• BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
r ti_?• 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
_ PS. HORIZON TEXTURE COLOR 102.6 -
I
CRO F 0' FOR LOCATION OF UNDERGROUND UTILITIES.
e I Frro LOAMY IOYR
rcz.r t SAND 312 8. EXISTING CESSPOOL TO BE PUMPED DRY. REMOVED
Qi 1 I so ao �6` GRANITE POST l2' "' "' 101.6 ALONG WITH ALL CONTAMINATED SOIL AND BACKFILLED
s. LOAMY IOYR ,
\\'Ro.o y 0310 B SAND 516 WITH CLEAN SAND.
��°pi� C3.♦ 1 29•, ............. 100.6
MEDIUM IOYR 9. EXISTING INVERT AT THE DWELLING TO BE RELOCATED
SAND 6/4 `" TO THE LOCATION .AND ELEVATION SHOWN.
\ h o' s'lErg9 9�Oiisp rTP�r o 10. EXISTING WATER SERVICE TO BE RELOCATED AS SHOWN
1 v i ror.r .h 0 �'�b o F� boy ny ® /�a.
}%az.s Bto9o` oma` t0' q uP` rO' ^2.s 50' It. NO DETERMINATION HAS BEEN MADE AS TO
\ %
LA V1 ti COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
?-Soo GALLON
�•'� y�f - LEACHING CHAMBERS - _ .. _ RESPONSIBILITYTO08TAIN ALL PERMITS. SPECIAL
D -BO `' . ` M/4' STONE AROUND - '.
' PERMITS. VARIANCES ETC. FOR THIS PROJECT,
120. NO WATER 92.6
12. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DATE: JUNE 30. 2005
;f i�r i �.\ - m�-J,e,:-^•. 1500 GALLON ,
r o TEST BY: HAAS DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
BM. CORNER Ba .
! \ o sEPrrc Tawx AND SOIL CONDITIONS AT THE LOCATION OF THE
EL-rot.eT WITNESSED BY: AMY VONHONE
`\ ` �"k 0; LOT 7 �� ' 8= PERC RATE: ! 2 MIN/INCH D BUILDING.
r to 1.9 PROPOSE
c" - \ $� _ =c+ 101.9 0
11606 ' S.F.
Ladv I =` o WORK MUSTrC1 TO A!t TOWN BYIAWS ANTo G3 L� C M
�` , y d• a�/� JUL 2 12006
a2 HEALTH DEPT.
YARdO�JT WATER DEPT DATE
pet
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7,. ,.tots
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LAIVD
ell N TE PL A IV
2 GEORGETOWN LANG / NG. MAP 70 . PARCEL 6 /
S O U T H YAR MO U 'r of
r
�jn / aL PREPARED F -OR
o 1
BRAD � EBB / E CROSS
eAssadrR LEGEND 4/ COACHMAN LANE. WEST BARNSTABLE. MA 0.2668
GOLF GL
0 CB CONCRETE BOUND
Eep GUS �p°y `�ti -W- wArERLINE" SCALE. / - 20 SEPTEMBER 6. 2005
HYDRANT REVISED: APRIL 20. 2006 ,
G- GAS LINE I NC
- _ Ssa�a EAGLE SUfRVEY I NO ,
E► / t,t --OHW- AVER HEAD WIRES 923 Rou t e 6A
LIGMT POST YarmouthpoT t MA. 02675
-E- UNDERGROUND ELECTRIC LINE ��
!, I •-T- UNDERGROUND TELEPHONE LINE 508 .362-8132
e -CTV- UNDERGROUND CABLEVISION LINE (508 432-5333
\ -}40.4 SPOT ELEVATION
EXISTING CONTOUR
I qrp] PROPOSED CONTOUR
LOCUS -MAP o JO 20 40 JOB'NO: 05-042 FIELD:CFW/KPK CAL C: SAH/CFW CHECK: CFW DRNr. SAH
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