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SITE PLAN PLAN V/EWFLOW CHAMBER <br /> SCALE - l "= 2C' "FLOWD/FFUSOR,' ';4MERAT/O1V CHAM8ER"0R EQUAL <br /> a" NOT TO SCALE <br /> BREAKOUT FOR ADDITIONAL <br /> FLOW /F REDO/RED <br /> I uN IIN II <br /> cAb A I �'- - - --R- �; II '�-- j 'r-- -' -� 3�2 INSPECT/ON COVER DETAIL <br /> rx3 _-�,=� =�F=_ f= -- - --h T NOTE <br /> 4'-0" I . 5000 PSI CONC. C3 28 DAYS <br /> �I I2. EIGHT 240OLBS.IGN LOADING PSF AASHO H-20 <br /> 3. W <br /> d 0 F-4 o RE/NF. RIB -B %�" SLOTS CdP 24"% <br /> � \ /2. 924 -• -- -_,.!' ce��— ._ �_ <br /> 5x1 <br /> N � Oecic x l � GAL V L/FT/NG NOOKS <br /> N \ r n ^ n MALE KEY FEMALE KEY <br /> r-- <br /> J. FEMAL E MALE <br /> CONNECTION �Ir B F ® V _ CONNECTION <br /> 14 <br /> Y6" <br /> I _ KNOCKOUT FOR BED KNOCKOUT FOR TRENCH <br /> PeOP i INSTALLATION INSTALLATION <br /> Lor 37 <br /> _— _ - - EARTH BACKFILL <br /> ` 7- 2" I/9"TO Id WASHED <br /> 11 '� CL EA` ' -- —— FINES APEASNND DUST FREENS, <br /> /PACE. <br /> 4 <br /> 3i*" TO / 'WASHED CRUSHED <br /> O CST ED M %1212f <br /> I'VE Q STONE FREE OF IRONS, <br /> � I —1 FINES AND DUST /N PLACE. <br /> \_ p 5-1 2 <br /> _ CCCCC���1��11111 ��r 35 Z cp 40.011 z -c <br /> • — STD.P,EG� 6 <br /> /mo TO BE INSTALLED ON STABLE BASE 4" 0" <br /> 3Eir,c TAN I EFFECTIVE W/DTH MIN. <br /> K��0 <br /> SECTION AA GROUND WATER EL, Ao <br /> `., SECT/ON 88 <br /> i^ TYPICAL PROFILE <br /> • <br /> 00 l( 2'1 _ _ _. _.I Oc, 1 FL EL /2.5 <br /> I <br /> lB STD. L T. WGT Cl MH COVER <br /> r <br /> -ahr, •. //. 5 . O <br /> /;' �.w/�^vac r. L ._ _ . _ _ _ •I _•io' . � A O _ <br /> 4"C.l. P/PE :.� : • -.. . . • "BIT. F/BER P/PE <br /> el 6", FLOW LINE TIGHT ✓O/NTS - :rl • . . <br /> Y _B DWELLING <br /> 7.00 /O" 14 <br /> C.I. TEE C./TEEf 0 0 o n o <br /> • T,, L ` STD. PRECAST CONC. G•o8 <br /> L200 ANK <br /> SEPT/C TANK STD. PRECAST CONC. FLOW CHAMBER <br /> � r \r w•_ _,o ..� '� <br /> •�• 'r` cp �•'" '— •.'.•. '' •�:. • •... .•t .'-ter , B" 5'•O <br /> TYPE OF INSTALLATION 7349"C.'/ <br /> N0. UNITS REOUIREO 9 <br /> SEPTIC TANK TO Bf INSTALLED <br /> ON LEVEL ,LQ <br /> � G (�°• GENERAL NOTES - <br /> LQ/ NO HEAVY EQUIPMENT TO RUN OVER SYSTEM. <br /> 0 LJ5 0A??Aj SOIL AND PERC. DATA SEPTIC TANK AND FLOW CHAMBERS TO BE STANDARD PRECAST <br /> E _� T'P41 <br /> F 5' PERC. RATE : �' MIN. / IN. REINFORCED CONCRETE UNITS. <br /> N - ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE <br /> TEST BY __,lggg Cg NEL/D TO REVISED TITLE 5 OF THE STATE ENVIRONMENTAL CODE, <br /> WITNESSED BY: �-• /aA/L7EA?�AJ MON MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF <br /> SANITARY SEWAGE EFFECTIVE I JULY, 1977 . <br /> TEST PIT GR. EL.: B 40 DATE: 4 zl B3 _._ ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE <br /> BOARD OF HEALTH . <br /> TEST PIT NO. I TEST PIT NO. 2 AT COMPLETION OF CONSTRUCTION , PRIOR TO BACKFILLING, THE <br /> BOARD OF HEALTH SHALL BE NOTIFIED FOR INSPECTION. <br /> z' - PITCH ALL SEWER LINES 1/4" / FT. UNLESS INDICATED <br /> /v7E0. 6.GN0 <br /> OTHERWISE . <br /> ' ,PND. AYG•G •EL'/•G <br /> L EGEND - <br /> O X 00 EXISTING GRADE SEWAGE DISPOSAL SYSTEM <br /> .2-2 DES/GN DA TA FOR <br /> ZONE 0 00 FINISHED GRADE �•`°� • <br /> _ _ <br /> BEDROOMS 1. DISPOSAL <br /> DOMESTIC WATER SOURCE i/iGNN/000 W_ ATER Cc o 040 INVERT ELEVATION ' _ 3lP W�E_ELyatJ�E L/�.VE <br /> EST. TOTAL DAILY EFFL, 3840 GALS y1A0.:G3" i <br /> PROPERTY LINE SEPTIC TANK /040e GAL. <br /> PLAN REFERENCE G 4.0T s1DEwau AREA 24,0__GAL./SQ. FT � b � SCALE AS INDICATED DATE <br /> MEAN HIGH WATER * vcr <br /> BOTTOM AREA V O GAL./SQ. FT. ;d4 .r <br /> BENCH MARK DATUM' "'456. D?W 929 MSL hwrum W W -w- k MARSH LEACHING REQUIRED 177. 2e SO.Ft i ay l� WARWICK and WILKIE <br /> FLaoD ; .�7-// sgaEL nto9 ao/O 4 9�is�7® ACTUAL LEACHING AREA _A0),7& SQ.FT, 80X 80/ — NORTHFALMOUTH <br /> Z©a✓GP <br /> � � J � _ MASSACHUSETTS 02556 <br />