HomeMy WebLinkAbout2 Shore Road - Plot Plan 2BENCHMARK
TOP OF FOUNDATION
ELEV.= I'\
10 FT.
4' CAST IRON PIE
(OR EQUAL MINI UM E
PITCH 1/4 PER
ELEV. _ _ 1 -
SOIL TEST Fa aa<c
EST
20 FT. MINIMUM DATE OF SOIL T���
CLEAN SAND WITNESSED BY
PERCOLATION RATE
CONCRETE
COVERS 4" SCHEDULE 40 PVC PIPE OBSERVAMN HOLE 1 OBSERVATION HOLE 2
- MIN. PITCH 1/8" PER FT. 2m LAYER 1�z" ELEV.Q�_8 ELEV.= `
WASHED STO TOP AND
MAX. _1' y£�>' Ig
SUBSOIL
or` ELEV•=, ccMcnrrc
111 N AN&NaM
1 Flow UNE --
JF-�--
10' 220o a o a a a a o e
"MIN. 19" V= LEVEL / o e e a D a a a 0 2" e ELEV. % S•
ELEV. 8.7 s e o e e o e e e a e 8 e o 6" JE £Vi 7.0 96
2• WATER AT EL =
e o e e e o WATER AT EL=
ELEV. s
DISTRIBUTION to 'x ss'x t•s' DESIGN CALCULATIONS 6
B 0 X-%
GARBAGG
TO BE WATER TESTED 3/4" TO 1 1/2' d B OF BEDROOMS
1500 GALLON WASHED STONE GARE DISPOSAL UNIT
SEPTIC TANK TOTAL ESTIMATED FLOW 6 BR) 6G GAL/DAY
( too CAL/BR./DAY X
REQUIRED SEP11C TANK CAPACITY � GAL
�o o GAL
OBSERVED WATER TABLE { 1 �/ /9Y) ELEV. __ ACTUAL SIZE OF SEPTIC TANK �-
�joT< AJ0 USGS A D7Vs7'ye jT P>Ue 1'0 3�r�e- LEACHINGLREA EQUIR MENTSGAL/SEF.
t„J 7"rO"4\ �o.�� n-) OM AREA I.O- GAL/S.F.
O
=7e, g ,
J
f_ .r
�\I G
SEWAGE DISPOSAL SYSTEM PROFILE Ar,HING CAPACITY (BOTTOM + SIDEWALL) !— GAL/DAY
NOT TO SCALE o • pPr / c� 9G x /. S x 2.-5 7 GAL AY
LEGEND: REScRVE LEACHING CAPACITY
/ EXISTING SPOT ELEVATION ' 00x0
/ EXISTING CONTOUR ----Gia----
FINAL SPOT ELEVATION) NOTES:
FINAL CONTOUR OQ 1• ALL WOR ;MANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
SOIL TEST LOCATION TITLE 5 ,\ND THE TOWN OF y4R ,'1 o u T, / RULES AND
UTILITY POLE o- REGULATONS FOR THE SUBSURFACE DISPOSAL OF
SEWAGE.
r I TOWN WATER—W-nm—W— 2• ALL =rRS TO SANITARY UNITS SHALL BE BROUGHT TO
CATCH BASIN ®j WITHIN 12" OF FINISHED GRADE.
3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME
JAr, rir ....,, mr+•rr.r+*• nr +�. r�- w�gTA "./ e�y�T!-1,1 (`AP/i^L� �C.
ls� W'HSTAt:^'t!G H-10 LOADING UNLESS THEY ARE UNDER OR YA }i1N
Jrt.C. i
Lk%�y �l' 11_ gpgRD'C •HEALTH AND DESCN ENGNtcR SHALL INSPECT THE 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL 8E
L / CORD Cot 710N OF THE DES N SYSTEM ON THE FOLLOWING USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
.INSPECTION SCHEDULE:
ISoor4�� INSP. 1 YMEN THE EXCAVATION IS COMPLETE. BE 1+ORTARED IN PLACE.
INSP.2 DUfiING PLACEMENT OF CLEAN FILL S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
INSP. /t3 AFTER COMPONENTS OF SEPTIC SYSTEM ARE PLACED. DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
12. DESIGN EIIGINEER SHALL CERTIFY TO THE HEALTH DEPARTMENT THAT j OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
/
THE EXCAVATION AND SEPTIC SYSTEM HAVE BEEN r_: ✓.: r_ -
IN ACCORDANCE R1TH THE APPROVED PLAN.
2S,9oo SFr
j
INSTALLED g, EXISTING CESSPOOL IS TO BE PUMPED AND REMOVED
V10. ALL UNSUITABLE' MATERIAL SHALL BE REMOVED
FOR A MINIMUM OF 10' AROUND LCACH• rREWCNAND BE REPLACED
r.rtit �- WITH SAND HAVING A PERCOLATION RATE OF LESS THAN 2 MIN./INCH.
�� •.:, _e APPROVED: BOARD OF HEALTH
DATE AGENT
t' -r3 <
FLOOD ZOrcJE Al2 �rZ) P« P•1lZM MAP 2SoaSbcasD
VV2 t
DEC 17 2001
i o t k•
PROPOSED PLOT PLAN
`FOR/
/y tz77-10AZ W v e c •�%
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r +OC V S
PROJECT LOCA110N
s�or2�� DfZ/✓es•" �N. yt1�2�o�r�
I
SWEETSER &NGINEERING
235 GRPEAO BOX ST 71R3 ROAD
398-3922 SOUTH DENNIS, MASS. 0028660
I SCALE 1 w _ O .
DATE oc 7—
REVISED
RENSED
LOCATION MAP
�N0' 0 99 Y -0o
SHEET / OF /
f501WTWFrTSERU=RE1fM
DEC 17 2001