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CEMCMT ALL AROUND /IMM[ "J 1-- +• VNSTWAMCE104 CONCRETE ,E►T.e TAIR ' MEETNAS ASTM Cm [it GREASE TRAP DETAIL N.T.S. �ou*�ca�tc�NT4'"aw KA SI TWM $CATNW alp cum POSGIILO GRADC -j• . .ItaL•TlK T W r RON: A IN SAMTARY TER aw.) PLAN 8 :O DUTY MANHOLE FRAME PRECAST CONCRETE GRADE EXTENSIONS 8 'DYER CASTMIP.. CAMPBELL 01009 OR EOUIVALENT, TYP. AS REOUIREO: CEMENT MORTAR SHALL /_ PLACED BETWEEN SECTIONS AND ENTIRE CEMENT MORTAR ALL EXTERIOR AROUND FRAME (TYP.) r-- FINISHED GRADE t— LIQUID LEVEL o' NOM. I —��^ 'INLET PIPE TOUTLET 10- INLET INVERT3' ABOVE INVERT aNON. D PVC o SANITARY TEE (TYP.) 4. Tpot O f411C TAW T "" w�"ilcT�•�"Ar �u T"�wD _ JGDI'f M/O[ MStERIIEIw TRRN ` - D� `iNNRr01� •ETIIS•II DRRIC7S� `�TMfRGAIf� 4Y.N� AD a11D 774/V R ///SIDE ov7'6'nE ou T�/,Gill� G/�cJ/O t,�lL.E ' 0E t/E/G,Ul 41--le, ra WAO rAII ✓ L, .- �r� T 4-. , WA ,A. 350 ,30', 41 D„ 4,51' 2,0,, 8 1 PRECAST CONCRETE SEPTIC TANK p ©O 5 - 0 ' /� ' Z " 5 ' /Q" 41,0 MEETING ASTM CS" AND REOUNKMEN OF SPECIFICATIONS 2,500 — r n -' 13 / Q„ 7 0" A 9h 20"_ 30G>O 6 _60 , 3 , 0 „ 7 , 0,. 5 , 9„ Za .. 3500 S o /i-0 8 -o., 4110 �2,. 2d" _ 6' NOM. o OUTLET PIPE TO DISTRIBUTION SOY 4 QO 0 5 19 I , 4,' 10 I , 24 " 45©0 �' 3 " S5 Z4" 5060 6'/0" -O" 24" — NIGH DENSITY POLYETHYLENE PIPE GASKETS AT ALL PIPE CONNECTTON'- — JOINT MADE WATERTIGHT WITH BUTYL SECTIONS PE BETWEEN STRUCTURE 7D0 G� 9 - � t 7 - 0 Q I Q,, cJ ,5: 4 ASPHALT BifUMASTK CDATUMi �- ENTIRE INTERIOR AND EXTERIOR SURFACES AS SPECIMID 12' CRUSHED STONE SUBBASE UNDISTURBED SUBGRADE f.R053 eF[nnM SEPTIC TANK DETAIL. ' �✓r5 I ISTALL APPROVED LIQUID LEVELER—� INSERTS AT ENDS OF ALL DISTRIBUT AT PIPES B SET ALL OUTLET INVERTS AT SAME ELEVATION. -r- �SIaFFIE FLOW 4.4 SOLID WALL PVC (SDR 35) SEWER LINE FROM SEPTIC TANK OR DISTRIBUTION BOX NO. 2 PRECAST CONCRETE DISTRIBUTION BOX BY FORT O10, MILLER CO. OR EOUIVALENT (MIN. 8 OUTLETSI PLAN VIEW r- PROPOSED FIRS.. GRaOE We PVC INLET PIPE -i— INVERT 2' MW. ELLIEVA IC FLOW T—® �— 4'0 SOLID WALL PVC (SOR 35) DISTRIBUTOR PIPES TO SEEPAGE PITS 1/6'/FT. MIN. SLOPE • FLOW - FLOW HIGH DENSITY POLYETHYLENE PIPE BASKETS AT ALL PIPE CONNECTIONS ASPHALT BITUMASTIC COATING ENTIRE INTERIOR AND EXTERIOR SURFACES AS SPECIFIED �— RLHOVABLE COVER 4'o PVC OUTLET PIPE. TYP. . — FLDI, I-2• MIN. i APPROVE0 SUBBASE MATERIAL NO.'2 PRECAST CONCRETE DIST ION BOX BY FORT MILLE Co. OR EQUIVALENT (MIN. 8 OUTLETSI SECTION VIEW DISTRIBUTION BOX DETAILS Mp pRI,N �6 t0 oRAIIi PRECAST CONCRETE GRAD[ EXTENSIONS AS REGUM�, CEMENT MORTAR SHALL K RACE* *ETWEN SKnONS AND on 9"Tow CRT(.DDR r NEA1.T ow, I ULM Ce"IR IAc-CAST CONCRETE — ORYMKLL SCCTIOW WASHED GRAVEL OR — CWSKO $TO(R 3,+' TO 2 Ur SIZE F-r OA. ORYYRLL /OOTOIE ft" NEAW SUIT /MIME • suit SIRMOMc CASTRIN MODEL R,. SM W.Unuvurr For ... / EK RAS. IDR / i@S.• IRU(11T 0 =o moo =C7GG �OOC3 C3 �C3 C7000 0 0 0 OK*W MORTM MI { ow � C3 C 3T4—AW ALL "o" nOE "Wi COMPACTED - MLTCR /AIRIC SUGOIIAK SDD. SEPARATOR SEEPAGE PIT DETAIL M.T.S. i grade /� eo /- ALL '? °s'•�T�E'UGT./D,V TO f3E 2 �E�T s1A- ;�:�E ///Gf/ :�/s�T�.s;' TABGE, TA/VAe 3_ nLL :."�,' ��� /N� O/�Eg BETr✓�E✓1/ I�,Cy' I41ELG1 ",e 4 '0 ,4NO LE✓EL; ALL ©rs,�E.e l��i✓�/©�5 l�/iT. 4 -IL4,1 V/.AlUrA1 !��g7' '65 Minimum Distances 5-M/N/MtJM . 137-AA1C_&5 BCTM',E.C,V 0-Z7 OvO jPR)' W&445 /5 /'0 In order to provide suitable protection of rater supply facilities and avoid 0 - M/A✓/M UM 0 /5 >ANGE 66 r2^-E E,�-0eF'r1G TAWotC ,4NZV sewage nuisance conditions, the following mini" separation distances should I�l'STi�/E3uTiON BaX /� /'� be met: Separation Distance (ft.) from: / i UWN OF QUELiN�►�uRy Septic Leaching Seepge Serer Tank Beds Pits Line f BUILDING &Co DEPT, Drilled Well - Public 100 200 200 50 Drilled Well - Private 50 100 100 5o REVIEWED BY Dug Well 75 150 150 50 a Water Line (pressure) 10 10 10 10 b 1&:1�--�- DATE"' — Water Line (suction) 50 100 150 50 Foundation 10 20 20 -- Surface Water 50 100 100 25 Ow Drainage 25 35 35 25 Culvert (tight pipe) 25 35 35 10 Culvert Opening 25 SO 50 25 Catch Basin 25 50 50 -- / ADOEO.SE,/�AipATE�EA7-iG TA1.6< r461 6As) �B}/1/EL✓ g�qt x8'N 4-299 jv��t5 ,tole LA,7/,C5 ,PM AT �edW e-,"r e. aW77CA o2z - Interceptor Drain 25 35 (c) 35 (c) 25 4V i9ATE O,6__6e /�T/4 LJV Swim�ing Pool - In -$Grand 20 35 50 10 100 59 Reservoir 50 100 Property Line 10 10 10 10 H lot DS' G Top of Embankment or 25 25 25 25 - - Steep Slope R o l!rum --_ rrrwmq ow Ira; awe. r4 (a) 251, if,caat iron pipe V �� Q ' (b) Water (pressure) and serer Ines meBr be in the same trench if water line is placed Q Vf � _. • i� �,y�'PG B _ B ,,, T- YAIR 9 issa`. w. B e 1 3 � ' that the bottom of idre w&A undtstureed bench or shelf �- ,; .. so higher than the top of theN3 ■tin is at least 12 inches Q Y _- subject to ,settling, Abratfewer and the sewer is not -ion, superimposed loads. or � • � s ��;, frost anion. Y Eat ; f botto of drain is above at 1 eaehirrg hed � • �: � .Ara 3 - 2 7-4 sltALc /OOC� D-9 / O22 Q factllty oth"lse Sol fins �•. pIL7IN G u/ceK 21429 =S_ * Frank C, Narlitk, SO. GLENS 'FAILS. NEW 'YORK 2 --- ......._...1.00? / niEL S40 �E���^l 5 GPO/ 22� � � u� k . . n i�" /? ! 11 h ,� A/ 1 L ) L" 7 A ) n ..... «. i s Y . ;/�'F 6,/ 'L�) ®o/ /, I- 615e�� 2�G 7fS SEE , c,E 7� O C PJ 000 ovT�=PL4''O i L'�Gb � J 12 12)0 4-90 2oo Gi o,U 20 SEEf3�l� 3 -D r' - 32 c::5� — � C7raLL0'✓ / 7/e c�sr,�,c°ot/�] vle—Z— 1 t E �7 riq �J �NOP s1Gr. T, /50 G.o- i 5o GF'� JEPT"/G T,4N.0 0 v 22 20; 22. 2240 20 ti 200 DEFT,/c 7-A y r B�xL��N -SEEP�G� o)8�x 2s"" %EEP AGE �- rs 23/9 4,50 T 23 v1GG �El i� xj 9 D �2)a� 75 4L1- GUI aT'J.�� ,cGov✓ 0/2 24 l sF'��/,✓slr��c� 24 2 O07; -r::AG- e- O/3 2,5 —_._____-i 1, +.�..- ' �,'•, ��.oG�� -�-� f, e!r � T, I. bop o uT",,�, _ G,47 017 2929 32 00 ��pric 7-AAI,(' I 400- //)B�,x/o%/ oG�Tio�✓ FG�W ��rEo 2 > �7 _�O DODO .SEEP,4laE F'ir5 �UTf� tiOt /J T/O/✓ 250__ LI a 7 M41417-I32I :3 7,5 �> 7 sr rB�Bs�x�N 5EE4M6E /"'' 715 4 Apl'E.0 4..^0.7 4AZ— r 5Ef T/ f NK �(e `) l �Z�99 SPA/r e�+ria.enoM ra tZI Oei %®4axB i/ SEEPAGE F'/TS SEEPAGE PITS Al SCHEi ME O DESCRIPTION MATERIAL a DiMi[MftoM iTEM DWG. NO. 43 3 75 O �,Fc. �,,, Lake Geor-gerNY. SEP srrvmS APR 9 1999 6EtP,4l,E �` 7{ 5�'G' �' �` /TS S <? v /� > . E . a FG�/ !�N DA,� 3-2 9�1 Nam DRAW" CMlCKlO T ' a ► Frank C. Hardick, P.E. DOS �4r 1 �C�T/� -4 N�� = SO. GLENS FAll3, NEW YORK Dwo.Ho. •.''O'iltFALt. . . . . , JOB_4/2/47A 7-7 '6-se_reii/e) . '-- •, o /4, FRANK C. . HARDICK, P.E.. • Consulting & Design Engineer - .SHEET NO • / . OF : /- :' .• -48 Main Street - .-- 1 . .. S. GLENS FALLS, NEW YORK 12803 CALCULATED BY - 1 , /-71 ' 'DATE .3 7 24- . . (518) 792,5411 FAX (518) 792-4030 , CHECKED BY •1:7 :#941 /4/PAirr DATE _ SCALE A-11,.04-)6". '• - . :: . 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