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SOIL TEST,
TOP OF FOU'DAJION 20 FT. MINIMUM FROM CELLAR DATE OF SOIL TEST ° )�� 4 9
0 + 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY nN N FSG
10 MUM ELEV. ■ CLEAN SAND WITNESSED BY -C• IELLEV
CONCRETE
COVERS LOAM AND SEED OBSERVATION HOLE 1 ELEV.- 994 OBSERVATION HOLE 2 ELEv-
40 SCHEDULE 40 PVC PIPE PERCOLATION RATE 102 MN./INCH AT i INCHES PERCOLATION RATE _ <,A MIN./INCH AT 0.3„ INCHES
d MIN. PITCH 1/B' PER FT. 2' LAYER OF
TO 1/2'
WASHED STONE
4' CAST IRON PIPE NOTTREQUIRED
(OR EQUAL MINIMUM
PITCH 1/4 PERFT. Z 1 CU. FT. OF
5 CONCRETE
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E 4 14 IN 5 TO BE WATER (X 3 X To TRENCH FORMATION
i SF�ET 19 INCHf�S 1500 GALLON 0• MORE THAN ONE OUTLET _ WELL -1 l NDWATER ENCOUNTERED AT —(ire �ELEV. �` �` WATER ENCOUNTERED AT �_: 0"
7 FEET zs NCHtS (TD BE PLACED oN FIRM '� SOIL ABSORPTION
e FEET 34 INCHES SEPTIC TANK SYSTEM (SAS) INDEX
WASHED STONE ADJUST
LEGEND: DESIGN CALCULATIONS
VSCS PROBABLE WATER TABU ELEV. EXISTING SPOT ELEVATION 00,0 NUM'3Dt OF BMROOMS
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. - DOSTING CONTOUR ----00--- GARBAGE DISPOSAL UNIT NO
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
FINAL CONTOUR (110 CAL/BR./DAY X ^3 BR.) 3 , OAL/DAY
SOIL TEST LOCATION ® REOUIRM SEPTIC TANK CAPACITY ° CAL
UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK t CAL '
TOWN WATER •—W--r--W SOIL CLASSIFICATION
CATCH BASINg(a DESIGN PERCOLATION RATE
GAS UK C O EFFLUENT LOADING RATE 0.74 GAL/DAY)S.F.
CLEAN OUT f�Y�N�TI r/ r'LX(IC _Yyi� SQ. FT.
CESSPOOL C
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RESERVE LFACIi!NG CAPACITY 1 / T GAL/DAY
NOTES:
/ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR 1. ALL WORKMAN", AND MATE�fl�l,S SHALL CONFORM TO D.E.P.
A MWBAUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED TITLE 5 AND THE TOWN OF YyRtitDVTH RULES AND
V WITH MATERIAL AS SPECIFIED W 310 OUR 15.255:(3). REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
Q1 �o�i 2 ALL COVERS TO SAMTARY UNITS SHALL BE BROUGHT To
WITHIN 6' OF FINISHED GRADE.
.-� 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL P.E CAPABIE OF
\ WITHSTANDING H-10 LOAD14G UNLESS THEY ARE UNDER OR WT "N
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WIM 10 FT. OF DPJVES OR PARKING AREAS.
L 4. ANY MASDNARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE
5. NO DETERMINATION HAS BEEN MADE AS TO CO!I""JAHCE WITH
V 4� __ - - DEEDF_D OR 204140 REGULATIONS. 0"71711 / APPLICANT IS TO
(! 0�
/ G8T1u'N SUCH DETERMINATION FROM APPROPRIATE I,UTtO':7TY.
6. UTILITIES SiO4'4 Atm APPROIC`tATE OILY. EXCAVATION CONT' &m
IS TO CALL p PRI TO Cf 4C NC SAFr ARURS
'JRIC ON SITE.
7233 AT LEAST T2 HO
Tjfl( or a103 � q \ 7. CONTRACTOR IS TOMm
VY GRADES AND EIL VAInNI'S AS W:LL AS
6F SITE CONDITIONS PRIOR TO COMMENCNG WORK ON SITE ANY VARIATIO4
F� = lOti.O �- IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
c (ASivr4fD, �� qqy ,
IMMEDIATELY.
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PARCEL IS M FLOOD 204£ C "
9. LOT IS SHOWN ON ASSESSORS MAPAs PARCEL
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PROJECT LOCATION CrH
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ATE 7�/7I9� jj SCALE
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REVISED.C� /�`% JOB NO. >y97-00
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02664