HomeMy WebLinkAbout55 Stratford Lane - Septic Design 2TOP OF FOUNDATION
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PROJECT LOCATION f G i
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
P. 0. BOX 713
3983922 SOUTH DENNIS, MASS. 02660
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PROJECT LOCATION f G i
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P. 0. BOX 713
3983922 SOUTH DENNIS, MASS. 02660
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PROJECT LOCATION f G i
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
P. 0. BOX 713
3983922 SOUTH DENNIS, MASS. 02660
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( 70 BE WATER TESTED f F'. ^
1500 GALLON II t 3c, TIL TRENCH FORMATION /7� 9� , J. , �.—.ELEV ;
IF MORE THAN ONE OUTLET 6 WATER ENCOUNTERED AT 1'.:
(TO BE PLACED ON FlRM BASE) SOIL ABSORPTION { �, t�AATER ENCOUNTERED AT E1 EV• m
SEPTIC TANK 3/4- To 1 1/2- CLEAN INDNE-Eic
SYSTEM (SAS) APPRovED
DOUBLE WASHED STONE ADJUST
FREE of FINES & SILT LEGEND: DESIGN CALCULATIONS,NUMBER OF 'ROOMS > 1aRr.taurr
USGS PROBABLE WATER TABLE ELEV. - EEXISTING XISTING SSPOT EL ATION 00 0 GARBAGE DISPOSAL UNIT NO G hl�
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. T— TOTAL ESTIMAFlow _
NOT TO SCALE � f# y BOTTOM TEST HOLE ELEV. a FINAL CONTODUR-----FINAL SPOT ELEVATION WIRED 5EP/TIC�ANK CAPAgTBR) 10 QAL/tAY
SOIL TEST LOCATION
POLE -� ACTUAL SIZE OF SEPTIC TANK 1500 GAL --
UTILITY
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TOWN WATER —WW SOIL CLASSIFICATION _ I _
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/ON DESIGN PERCOLATION RATE . 5 MIN./IN.
CATCH BASIN J
GAS LINE \ EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F.
ry/ \ CLEAN OUT C LEACHING SQ. FT:
CESSPOOL C.P. Q cr LEACHING CAPACITY (AREA X RATE)�GAL/DAY
+
RESERVE LEACHING CAPACITY 3�i GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MAZER SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF
rs ro �i r f RULES AND
FOR THE _OF SEWA
2. ALL COVERSSTo SANITARY UNITSASHALL BE BROUGHT TOS
W WITHIN 6. OF FINISHED GRADE 1 j
f` 10. ALL UNSUITABLE MATERIAL SHALL BE RI MOM FROM UNDER AND 3- ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
�
FOR A M'StlMUL1 OF 6' AROUND 9011, ABSORPTION SYSTEM AND BE WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
REPLACED IM MATERIAL n €PEC!!n 310 CMR 15253 (3j 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
A NEXIATIVE CRADE OF 3/4 PER FOOT FOR A MWJU OF 15 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
BE It wiftm AWAY FROM THE F AT10V 4. ANY MASONARY UNITS USED TO BRING LAVERS TO GRADE SHALL
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j �2. A VAFJANCE OF 1.V IS REQUIRED FOR THE TOP OF FOUNDATION BE MORTAREDINN HAS BEEN MADE AS TO COMPLIANCE WITH \�MMY 00 ABOVE HIGH POINT M ROAD. 5. NO DETER
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY. IXCAVATION CONTRACTOR
IS TO CALL 'DIG–SAFE- AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
v 7. CONTRACTOR S To VERIFY GRADES AND ELEVATIONS AS WELL AS
ITT/ "%; ~! SITE
IS TORE O BROUGHT TO THE ATTENTION DITIONS PRIOR TO COMMENCING WE ON IT NY ATION
DEQ ENE. ANY VR
i IMMEDIATELY.
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B. PARCEL IS N FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL
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APPROVED: BOARD OF HEALTH
( IV DATE AGENT
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PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION f G i
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
P. 0. BOX 713
3983922 SOUTH DENNIS, MASS. 02660
DATE
REVISEYD
JOB
SHEET . `t -,OF 1 "
LOCATION MAP
REVISED