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HomeMy WebLinkAboutEngineered Plan - 1985SECTION - SEWAGE TOP OF FON -------(MSL)* ELEV. IVo"i"E; OVE fit' UC.ISc��T THE I l_ W (-r+4 ( fid 10' A -i cKk> L (�'AC � IFI — -r�R� / cl ' f0 C�{?T' I"'� r ADT vStJ_1 E 361 ry Ez: i. t 1 - SEPTIC TANK - Z "D" BOX - 15 - LEACH p IT "2" OF ll8TO Vt'• WASHED STONE IN- OUT - 1 N OUT, - f 1 :/ / I LODf�G // IN �1 - `�5.� Lf? 35,67 /! l I / T — SD,O' TANK J, St AID•Q�, .. � IAJ ELEV. ELEV. ( i ELtV. 5 .G 6 •e6 - _ - _ h, Yip f 1 \ 1 \ \ ELEV. ELEV. B. \ \ „ D Mr S, ELEd. 1 _ OF 3A".,, �"I WASHED STf 1,N5 TEST HOLE LOG - TEST BY LT�'�' . Iti1t�Gr C,41.k��A.IC U D�fMSC�!H.Q� �-� 1 (--o Ztj TEST DATE (0 3©�8_ WITNESS G.1 1,, DESIGN BEDROOM HOUSE TIC r 1 T+40 T.H. r _ �j \ __ E ELEV65 C NO 4 ' PERC RATE 2 MIN/IN. DISPOSER DISPOSER ( \ 1 (47,5) . a stsi g,�� ode ` - C EAIJ � r FLOW RATE 330 (GAL./RAY) c cA vj SEPTIC TANK 330 I = 11.1- ,: .. Tu _ skin 3J rvC� REQ'DSEPTIC TANK 81Zf 1 ZJ LEACH FACILITYStQE WA C2,S 376.8 � Aw L J BOTTOM L`+ -T = so 2 I ) s 5U 2 G/D. A c� 8 z - r ,., QD �r�1 TOT l 2po.�F s�(2,s� _427.0 �/D b" USE: dN E.-. " LEACHING +2I1' C8 c—: Fi t,; 8c GFS Dl,. i BM & Ny TAC -a 1301-T# 1289 E.L_; 50.43 �JSY= WATER ENCOUNTER ED NOTES: (UNLESS OTHERWISE NOTED) 1. DATUM (MSL) + TAKEN FROM t 5 QUADRANGLE MAP 2. MUNICIPAL WATER �S _ ,__ •.,AVAILABLE 3. PIPE PITCH: %" PER FOOT 4. DESIGN LOADING FOR ALL PRE -CAST UNITS' AASHO • -44 5. MIN. GROUND COVER OVEWALL SEWAGE FACILITIES: (1) FT. 6. PIPE JOINTS SHALL BE MADE WATERTIGHT 7. CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS. STATE ENVIRONMENTAL CODE TITLE 5 OF' ARNE H OJALA - CIVIL No. 30792 1 REG. PROFESSIONAL ENGINEER rr "�� �(Z.Z�I BOARD OF HEALTH CONTOURS ROPOSED)-O-O-O-O-- APPROVED DATE Y r�1 _ MA 01L FU- gM -7 / W� L' l z" OF SITE PLAN Locus: L_©� Z`7 Gc1S�2VA-�lnr.l �J2 y° ARNE N OJALA \� #26348 4i REF: PI•E-\�1?ca L_ 71 �A�G — W# C41 @/!g�'%/!@@t%/! �'".r fc R a�''Q/ Z PREPARED FOR�' :CIVIL i re"'MaLn ENGINEERSLANDSURVEYORS a' REG. LAND SURVEYOR t 1 t { �� .. SCALE DAT