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-4 11 m)y __ G NUMBER
n1 ,"303-4z.'?, x-37 11 A2 DF J
TOP OF FOUNDATION
ELEV w 1400
.{ Y PRESSURE PIPE
150
��OpfNVONTE PSf MINIMUM -
CO
4' CAST IRON PIPE
(OR EQUAL MINIMUM
PITCH 1/4 PER FT.
4• SCHEDULE 40 PVC PIPE CCF/ = L onn E Scz�.
MIN. PITCH 1/8' PER FT. s^ SOIL TEST
2' LATER OF DATE OF SOIL TEST 7
1/8 TO 1/2 SOIL TEST DONE BY 'v
_Sl/amu FTJCRn1G, ,I'Frn,t
V.
WASHED STONE VENT WITNESSED BY A.yo
REQUIRED OBSERVATION HOLE 1 ELflV.. 24” OBSERVA11ON HOLE 2 arv..
3 1 CU. FT. OF PERCOLATION RATE Z- MIN./INCH AT a INCHES PERCOLATION RATE Z- t- utm Amro .t
CONCRETE
a ANCHOR
17
`
HORIZ
TEXTURE
COLOR
/ L> YEL • 4 ,. k.. �...• 10 ELEV...
J 6•—SUMPLE w '41 -FLOW
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DISTRIBUTION ELEV:
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DRILLBOXINFILTRATORS WITH STONE IN AN
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BE WATER TESTED !1X'l7,(10 TRENCH FORMATION 5Y1cyLIF
ELEV
LOCATION MAP
MORE THAN ONE OUTLET1ZONE
ECK K_zo) SOIL ABSORPTION y
Qa�rs
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aLVE 3/4• To , t/2'SYSTEM (SACS)
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(TO BE PLACED ON FIRM BASE)
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COLOR
MOTT.
OTHER
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PROJECT LOCATION n 7-
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SCALE 1" _ zO .
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REVISED
12-2 Y
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LOCATION MAP
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1500 GALLON PUMP �o� FQ��+<`
SEPTIC TANK CHAMBER / OBSERVEDUSCS WATERRTABLE (WATJER / ELEV. a NUwATER ENCOUNTERED AT /� ELEV.- 3�0
BOTTOM_0F `TEST HOLE ELEV. - _y.0
ELEV. AT INVERT INLET 3 .zs Pum PICHAMBER; CALCULATIONS: LEGEND:
ELEV, AT SEWAGE DISPOSAL SYSTEM SSYYSTEM PROFILE CALE ELEV. AT PU
MP PMON ON 32 b3 REQUIRED FlOW'PER CYCLE Ilia �4e110'o AL/FCTY��Y.7o CU. FT./CYCLE E�iaS�T,vc �oONTTa,EcRVATioN� ■o
VOLUME PER CYCLE Iii GAL/CYCLE
02.00 VOLUME OF WATER IN PIPE 3.14 X 0.00594 X �_ FT. - nom+ CU. FT. FINAL SPOT ELEVATION
BOTTOM OF INSIDE PUMP CHAMBER f J J TOTAL MINIMUM VOLUME PER CYCLE r 5 1L CU. FT. FINAL CONTOUR
x BOTTOM OF OUTSIDE PUMP CHAMBER 1 DISCHARGE aLlL CU / jY.67 CU.FT./FT: - 0•Y Y FT. (1000 C.S.T.) SOIL TEST LOCATION
1 t STORAGE CAPACITY (,� l?Al_/DAY / 7.48 CAL/CU.FT. / 3Y.47CU.FT./FT. / 7D FT
UTI
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9'x•98
APPROVED
YARMOUTH COMMITTEE
OKHRD
DEPTH
HOPoZ
TEXTURE
COLOR
Mon.
OTHER -
PROJECT LOCATION n 7-
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SCALE 1" _ zO .
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REVISED
12-2 Y
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LOCATION MAP
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✓� WATER ENCOUNTERED AT ELEV
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
(JLQ_GAL/BR./DAY X 4 BR.) GAL./DAY
REOUIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK r0 GAL
SOL CLASSIFICATION
DESIGN PERCOLATION RATE <�- MIN./IN.
EFFLCHIFING AREA NG RATE 0,7Y
GAL/DAY/S.F.
IiXg7)t( rzyto=2� 6!?. SQ. FT.
CHINC CAPACITY (AREA X RATE) yam' / CAL/DAY
613.6 x 0,7y
RESERVE LEACHWG CAPACITY �'y.l
CAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIAL SFIALL. �ONFORM TO O.E.P.,_
TITLE 5 AND THE TOWN OF X, _f R16u�, 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 SMALL 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 WI7H,4 10 F7. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE -
NO DETcP+y'+1! .-CN F�4S e"fW 1AK,, r A4. TO CO',+ojj!NCE 1a'T1+
DEEDED OR ZOh NG 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 1-800-322-4844 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TOMENCI. G WORK ON SITE,
& PARCEL IS IN FLOOD ZONE R v� f C_
9. LOT IS SHOWN ON ASSESSORS MAP IZ"Z AS PARCEL t)`
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS
11. ALARM IS TO BE BOTH AUDIO AND VISUAL
12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED IN INSURE
THAT THERE IS NO INFILTRATION OF GROUNDWATER INTO FAgLJTIES
13. ALL UNSUITABLE MATERIAL SHAM BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND £"_
REPLACFD WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255 {3).
14, 01 c- /fro�7__0 Ct '
15. SEPTIC TANK, PUMP CHAMBER, AND DISTRI8Ul1ON BOX ARE TO BE
SET ON A 6• LAYER OF 3/4' TO 1 1/2• STONE
16. DESIGN ENGINEER IS TO INSPECT AND CERTIFY THAT THE SEPTIC
SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH THIS PLAN.
APPROVED: BOARD OF HEALTH
DATE AGENT
NIL
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PROPOSED PLOT PLAN
.rIFOR
Yvt'cc �9M t/i�r7E'IZSa.J
PROJECT LOCATION n 7-
271 271 /" rPtr r r� oitG�j I/F/Z ^f0 c, r-a
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02860
SCALE 1" _ zO .
/
DATE /, 97
REVISED
REVISED
LOCATION MAP
N0 '3933'L7r
SHEET/ > O
ME