HomeMy WebLinkAbout8 Duffy Road Proposed Septic Design3ENCHMARK 4" SCHEDULE 40 PVC PIPE
Z -OF FOUNDATION 20 FT. MINIMUM MIN. PITCH 1/8* PER FT. CLEAN SAN' SOIL TEST
ELEV. _ 2" LAYER OF DATE OF SOIL TEST V 1 / L
'EL£V 6 JOO.4� 10 FT. MINIMUM d;" 'PRESSURE PIPE 9� S. 1/8' 70 1/2" SOIL TEST GONE 8Y C.R. SHORT. P.E.
WASHED STONE PIVENTWITNESSED 3Y Pf 7._I<ASSUMED) 2 0 t? tl �' c' t? PS! MINIMUM Y. s E !_ 1OG r : r,CONCRETE _. 4- ^' _ :. �� +_-t _
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4 FEET 14 INCHES 5� All .. : ,y, ,,c yJsaC )T IOM OF TEST HOLE ELEV. _ `' _r_
s 5 FEET 19 INCHES PUMP WATER ENCOUNTERED, AT r ELEV. _ - `:�_ - WATER ENCOUNTERED'AT ELEV.
6 FEET 24 INCHES"� f �' �
'. 7 FEET zs INCHES SEPTIC:,-:�r;i'�K CHAMBER PUMP CHAMBER C�' L �`LAT(GI.S
$ FEET 34 INCHES }� ? :-? Q ELEV. AT INVERT INLET y ' 80 REQUIRED FLOW _F fi fCLF .25 Y `� r" E 1�r G41 /CYCLE D e.t' y n
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ELEV. AT ALARM ON �3 ��' `� VOLUME PER Y GAL./Cl(.,l.E j 7.48 GAL./CU. F' - CU• FT./CYCLE
r�u,�,— ,.,y`-3,, -- DESIGN CALCULATIONS.
ELEV. AT PUMP ON .._`L2s J � VOLUME OF �'>T I P 4 Y, 11.0069a X � _ FT. - 1_7__ CU. FT.
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ELEV. AT PUMP OFF /•�O TOT1.L M1M!!Uf� 't `��r PER CYCLE 0 CU. T- NUMBER OF BEDROOMS (�
SEWAGE DISPOSAL SY_> ,EIv'l PROFILE `yo J1- DISCHARGE '',,! f`T. //ZA�r7 CU. FT./FT. = c•6 % F I• •¢' t tJs lD DlR. P/7" GARBAGE DISPOSAL UNIT tiC=
BOTTOM OF INSIDE PUMP CHAMBER
NOT TO SCALE_ BOTTOM OF OUTSIDE PUMP CHAMBERS STORAGE CH= t: Y ! ° `� GAL. AY / 7.48 GAL./CU. F'.. j /2.-`'�CU. FT. _ _�'`� FT. TOTAL ESTIMATED FLOW
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y�/f ' ter ,. �> ¢ f>� .nom c� I/ h G.�%(9,rG -y; <,� s G2. -t- �-T LEGEND: REQUIRED SEPTIC TANK CAPACITY -f_,22 GAL.
,,;--Aa , r ` _ �,-� EXISTING SPOT ELEVATION': 00;0 'ACTUAL SIZE OF SEPTIC TANK 2 GAL.
' �.. r� •- s w,, e� ; ,,. -_ r• ._• :,, G• t/�•� • r ,�* �`. ��• ' � t-ro� _ 7.c F. �� .- _ _ f EXISTING CONTOUR ----00---- SOIL CLASSIFICATION =
)� FINAL SPOT ELEVATION) DESIGN PERCOLATION RATE < MIN,/IN.
--- -- - -�` FINAL CONTOUR [C"� • EFFLUENT LOADING RATE " GAL./DAY/S.F.
SOIL TEST LOCATION) LEACHING AREA (J ' x ?` f,, (7 4 r• SQ. FT.
. t UTILITY POLE -O-
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GAS LINE- --C -� --- ' 3 e: LEACHING CAPACITY
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1..A.LL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.F.
% TITLE 5 AND THE TOWN OF RULES ,A, !D
l``� ►` i - - -_.._ �, -� REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEW4,f-
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IS � L CO S 0 SANITARY UNIT SHA BROUGHT TO
?EI ; 1 / 3• ��ICOMPO COMPONENTS OF THE SANITARY SYSTEM SHALL BE CA.PABI E: OF
5� _ ary 1, ? '7 �' - WI S"AN IN G - 0 OAD N G UNiLESS THEY ARE UNDER OR. th1T))IN
\ �..'i.. 10TFT.� OF DRIVES IORLPARKING AREAS, H-20 LOADING SHALL BE
1; v t v"'. ;,•,', P } - USED UNDER N / OR .WITHIN 10 F?. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
. r. �" ' �.�'-- f a'; s �- ` ; c ..'. «..? �• G �,'4 �-:: '. 1 `^ �; BE MORTARED IN PLACE.
5. NO DETERVINATNON. HAS BEEN MADE AS TO COMPLIANCE WITH
i # C 9 `' 1 + , " i% - • - '~y1 DEEDED OR ZONING REGULATIONS. OWNER/ APPLICANT IS TO
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