HomeMy WebLinkAboutEngineer Plan20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
TOP OF FOUN )ATION10 FT. MINIML M FROM SLAB
ELEV. = _0P2 10 FT. MINIMUM
(ASSUMED) —ICOJCR
COS
lERS ETE -7 4" SCHEDULE 40 PVt:
130014 " CAST IRON PIP TCH 1/4 ERI FTM.
MIN PITCH 1/8" PEI'
LEVI
- —
.,.e.. SAIL .TEST
DATE OF SOIL TEST AER 7-RfNC.
SOIL TEST DOk E BY
_
WITNESSED
Cl EAN SAND p 9Y
�,y_,L�9i➢NfB__ —_ _ __
INSPECTIOII PORT O8SER1fA*nON F' UE. 7 EL- 97 5
-
L+IAM AND SEED. 59 _ INCH .S
MIN ,/INCH AT --59----
LAYER OF PERCOLATI(MI RATE —_-� ; _ --
1 `8" TO 1/2' COLOR rNO
OTHER
WASHED STONE DEPTH F ORIZ TEXTllRE —__ _
985 MAX
OR FILTER FABRIC D-8" Po LOAMY SATO 1OYR5l896.25 MIN. NiTTREQLIRED ' $_3RBaAPD10YR6/D 2.5Y7J€
NO WATER ENCOUNTERED IT __121* _.---_ ELEV.- -.
5 u1 A nt*JCZ
F -OW LINE . VS%N CALC
-LLE V. _97:00 t iC ELEV. 98.53 °,� o t0• =IEV, _ -93:87 NUMBER OF BEDROOMS 3
Mit 1. a _�.
GARBAGE DISPOSAL UNIT -
- _ _
ADD GAS ELEV. = 94.®7 BTpSUMt FV, _94_SO_ TOTAL [ STIMATED FLOW _IN_ GAL. /DAY
ELEV. _ _7(_- BAFFLE �lSTRI ;N (110 GN /BR•lbAY ? _ _ BR.)
ELEV. _ REQUIRED SEPTIC TANK ;APACITY -44Q GAL
- - J 4 HIGFt. CAPACITY t IN0. "N TURS WITH OO�Y
5INCHES
®� STTY F t.N z ACTUAL SIZE OF SEPTIC TANK (EXISliNG GAL.
�Tp 4 :17 SOtI CLASSIFICATION-4FEET(TO'BE PLA ED ON' 1IRaM�wBASE) TO BE WATEF TED 11' X 33' X 10` TREK%H FORMATION � DESIGN PERCOLATION RATE �a74_ GAL./DAY/S.F5 FEET 15V` GALLt IF MORE THAN ON OUTLET ppb N�LL_N� EFFLUEr 7 LOADING RATE'�^ 35 FEET (TO BE PLACED ' _RM BASE) SOIL. ABSORPTi`v N ZONE__ www LEACHI<`G AREA4-{'-� SO T
7 REET �+ ry/��L V 3�4` t/2" CLEAN Ji�JTI=M (SPeS' NDEX (i1X3a)+(47X2xt0/12)
8 FEET SEP" C TANK kD,h15T __.. _ LEACHING CAPACITY (ARI:A X RATE).. 3.�1�44 GAL. /DAY.
DOUi- SHED STONE 4'14.33 X 0.74
FRE NES & SILT
RESfRVI' LEACHING CAPTCITY
u! C A �C C US GS PROBABLE W ITER TABLE ELE\
SEWAG E [)ISPOS,kL SYSTE14 pRC?L OBSERVED WATER TABLE ( T / ) ELE\ _
NOT. TO SCALE BOTTOM OF TEST HOLE ELE\.
l_i
vE
#29 MY"NELLE �RI
.I
{ LOT
8879 1
DRIVE
98, L. 98.5
99.8 ..
99
4995.1900
N
0
- o
0
97.
1500 GALLON
97.9 SEPTIC. TANK
EXISTING SPOT ELEVATION 00 r0
EXISTING CONT)UR ----CIO----
FINAL SPOT EL=VATION ,..�.7��+
�
FINAL CONTOUV---�tp_ot-
SOIL TEST LOCATION 61.
UTILITY POLE -0-
TOWN WATER.•sWW"—
CATCH BASIN `® J
GAS UNE -- G
CLEAN OUT
97.7
SOIL
TEST
97.3
0, , 97.06
L96.7
. 97.2
876
44.4
m
NOTES.
1, A._LWORKMANSHIF AND MATERIALS SHALL CONFORM 10
T TLE 5 AND THE TOWN'S :RULES Ai ID REGULATIONS FOR
TIE SUBSURFACE DISPOSAL OF SE`fAGE
2 ALL COVERS TO SWTARY UNITS'S TALL BE. BROUGHT. TQ
NITHIN 6" OF FINI".•HED GRADE
3 ALL COMPONENTS OF THE SANITARr SYSTEM SHALL BE CAPABLE OF
NITHSTANDING H- 0 LOADING UNLESS THEY ARE UN)ER OR WITHIN
I ) FT OF DRIVES OR PARKING ARE AS H-20 LOADING SHALL BE
USED UNDER OR SATHIN 10 FT, OF DRIVES OR PARK NG AREAS,
4, ANY MASONARY UJITS USED TO BFING COVERS TO ;RADE SHALL
B: MORTARED IN 'LACE
5. NO DETERMINATIOP HAS BEEN MAD: AS TO COMPLIi.NCE WITH
DEEDED OR ZONIN; REGULATIONS..WNER / APPLIC INT IS TO
CBTAIN SUCH DETERMINATION FROM APPROPRIATE AJTHORITY.
6. UTILITIES SHOWN !RE APPROXIMATE. ONLY, EXCAVATON CONTRACTOR,
i° TO CALL. "DIG- SAFE" AT t_888-344-7233 AT LS -.AST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE
7 CONTRACTOR IS TJ VERIFY GRADE`.:. AND ELEVATION? AS WELL AS
TE CONDITIONS PRIOR TO COMMENCING WORK ON 3,T ANY VARIATION
TO BE BROUGHT TO THE ATTENTON OF THE DESI.!N ENGINEFF'..
' MEDIATELY.
ARCEL IS IN
EXISTING TANK & PIT ARE TO BE !'UMPED AND REAOVED ALONG WIT1°
POLLUTED SOILS ENCOUNTERED.
'HE INSTALLER iS TO GIVE THE ENGINEER A MINIMU4 OF 48 HOURS
WORKING DAYS' NOTICE FOR THI' FINAL INSPECTION (NUMBER BELOW).
Iv rWILCOX
KJb. 31341 may[ p y H
j`p . OiAI LANG <.'a APPRO Fr'
DATE
PRO POSE; ;r'iIC DESIGN
OLD TOWN HOUSE OR I
--- —=terop
J�,CQuEug - CIPF> 0
��. LOG DRIVE
29 hd'NT"nj,..E
xi
P iiWKH FtN 3 'ICIER
1 V P. 0. 80.. 48
l v �Oa _ 6 J
�M\t1F�LE 246-1942 SOUTH DENNIS, MASS 026 0.
��_ DATE APR. ' 0�o� —
FR MAY 76, 2022 1 ._
..:�-.—,�...-� M ==SHE LOCATION MAS 1 0 1
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