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ELEV. = 100.00-,
(ASSUMED)
65"
4 FEET
5 FEET
6 FEET
7 FEET
8 FEET
SOIL TEST
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
DATE OF SOIL TEST NOVEMBER 16L 2016
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB CLEAN SAND SOIL TEST DONE BY R--WILCOX
WITNESSED BY
CONCRETE INSPECTION PORT
COVERS LOAM AND SEED OBSERVATION I 0!--E 1 ELEV.=_ 91.3
4" SCHEDULE 4.0 PVC PIPE
MIN. PITCH 1/8" PER FT. 2" LAYER OF
1/8" TO 1/2" PERCOLATION RATE ___<__2__ MIN./INCH AT -51 __ INCHES
WASHED STONE DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
4" CAST IRON PIPE MAX M X. 92'0 MAX. OR FILTER FABRIC 69.75 MIN. NOT VENTREQUIRED 0-11" Ap LOAMY SAND 10YR4/1 NO ROOTS
(OR EQUAL) MINIMUMJ'
PITCH 1/4" PER FT. _z d 11-24" B LOAMY SANG 10YRfi/4 ROOTS
LEVELLERS TEE ( 24-134' C MEDIUM SAND 2.5Y7/4
FLOW LINE 89.0 NO WATER ENCOUNTERED AT -ILL ELEV. _ _ 80_13
ELEV. = 94.5810"
MIN. ° °
ELEV. _ -92--x- LEVEL ° nT I I °10M ° _ 87.67 ='_ ESI CALCLILAMimIS
ELEV. = 92.25_ GAS ELEV. _ _ 88_67 6" SUMP ELEV. _ _8$•�_ ' ELEV. - _-_-- xNUMBER
BAFFLE ¢ GARBAGEODISPOSAOLOUNIT - _
D IS�"' I 110.,_1 ELEV. = T TOTAL ESTIMATED FLOW
4 HIGH CAPACITY INFILTRATORS WITH 110 GAL/13R./DAY X moi_ BR. /
OUTLET � _,�Q_ STONE IN AN)Q_ GAL. DAY
1TEE4 INCHES TO BE PLACED ON FIRM BASE .54.: REQUIRED SEPTIC TANK CAPACITY -10- GAL.
( ) TO BE WATER TESTED
19 INCHES � -. IF MORE THAN ONE OUTLET 11 X 36 X 10 TRENCH FORMATION ACTUAL SIZE OF SEPTIC TANK 1�;� GAL.
24 INCHES 1500 GALLON 'n � SOIL CLASSIFICATION I _
29 INCHES « (TO BE PLACED ON FIRM BASE) xS? WELL N A _ DESIGN PERCOLATION RATE <5__ MIN./1N.
34 INCHES SE 3 ttr .�..i' ZONE EFFLUENT LOADING RATE _0.7-4 GAL./DAY/S.F.
3/4" TO 1 1/2" CLEAN SiT S �Y cE a INDEX e+;
DOUBLE WASHED STONE 5�� ' ��g' �'"' �""'7 ADJUST LEACHING AREA 474_33 SQ. FT.
FREE OF FINES & SILT (11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) -MLDQ GAL./DAY
S V�IAGE DISPOSAL SYS -FID -4, PROFILE OBSERVEDUSGS WATERROBTAABLEE( WA� R � BL) ELEV. = ------ Zvi RESERVE4LEACHINNG CAPACITY 2,LL GAL./DAY
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. =
168.39'
99.1
L 98,7 LOT 160
16, 685.1 f S.F.
98.4
99.9
99.8
Wt `"' %•. 1 x97.4 � O
1500 GALLON 01 )--- _
" 101.1.
SEPTIC TANK -� f
10� - '3.
SOIL BOX--
TEST
OX
TEST
2O 0'
99.810
9.8 36.00'
94.9 u ;
SLI
lb
164.00
x 95.0
LES!:
EXISTING SPOT ELEVATION 00x0
i EXISTING CONTOUR ----00----
j FINAL SPOT ELEVATION fl0.
FINAL CONTOUR 00
I SOIL TEST LOCATION
i1 UTILITY POLE -0-
TOWN WATER =W -W
CATCH BASIN `Im
GAS LINE
CLEAN OUT C
CESSPOOL C.P. Q
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE -_X_�.
- - - -- - - _- - .
9.--LOTSI#G`AN' ON - ASS':SS-ORS--MAP-
10. EXISTING CESSPOOL IS TO BE PUMPED AND BACKFILLED.
yamouth Health DepnIrtment
PPTR 4VED
FiiFIAe � - D-
-
aP'E:BOARD Or " LT-1i
DATE AGENT
SMUT
FOR
ziM_IRON
-a�I----`_ Loc. T-1, T ..� •- �..
LOCUS
P. 0., BOX 483
I58
564-8379 SOUTH DENNIS, MASS. 02660
_ - 1P� 2016 scALE 1, 20'
REGIONAL SATE NOV. 1 6,
f REV. JOB NO. 7,
LOCATION MAP REV. SHEET 1 OF 17
■E
C.• X58,PROJ1779J-00\dwg)I7793-5AS.DWG 0 2016 .SWEETSER ENGINEERING