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HomeMy WebLinkAboutApplication - 60 ROCKY BROOK ROAD 10/31/1996 Form No.2 Town of North Andover, Massachusetts ftORTN BOARD OF HEALTH 1 - �.o ,,�% 3 1 19 3a ®,r. - ... oc 0 p "9 DESIGN APPROVAL FOR 9SSACHUSEt SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM : • Applicant Test No. Site Location d' Reference Plans and Specs. e^ I,ESI N 9�E ENGINEER Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH Fee Site System Permit No. NORTH ANDOVER BOARD OF HEALTH DESIGN REVIEW REPORT FEE: PERMIT # 7 DATE RECEIVED APPLICANT MAP PARCEL ADDRESS LOT # " ENG.� ° A � ,.. � r ST. ADD. � s PLAN DATE le), / F " - REV. DATE CONDITIONS OF APPROVAL APPROVED DISAPPROVED ' REASONS FOR DISAPPROVAL: ot � ° mrn J PLAN REVIEW CHECKLIST ADDRESS �., ,., w � ... c��,.,��=���' � `��"�� ENGINEER -GENERAL 3 COPIES STAMP LOCUS � � � NORTH ARROW r.. SCALE CONTOURS "" PROFILE `µ .., SECTION L ".„... BENCHMARK SOIL & PERCS . ELEVATIONS WETS. DISCLAIMER- WELLS & WETS ” WATERSHED? DRIVEWAY " (Elev) WATER LINE "`„m. ,... FDN DRAIN.- ­ WATER L TESTS CURRENT? 1",)" SOIL EVAL SEPTIC TANK MIN 1500G (_,r, "' . 17 INVERT DROPe_Z" GARB. GRINDER (2 comps +200) 10 ' TO FDN MANHOLE ELEV GW # COMPS. GB D®EGX, SIZE # LINES 4- FIRST 2 ' LEVEL STATEMENT INLET ✓,V OUTLET � � _ � (2" OR . 17 FT) TEE REQ'D? LEACHING MIN 440 GPD? RESERVE AREA ,-` 4 ' FROM PRIMARY? 2% SLOPE X1001 TO )WETLANDS„, �\ 100 ' TO WELLS `°"� 4 ' TO S<H.GW """ (51 >2M/IN) 20 ' TO FND & INTRCPTR DRAINS L...,'°...,........ 400 ' TO SURFACE H2O SUPP 4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER t,­­ FILL? f. (°15 ' ) BREAKOUT MET? TRENCHES MIN 440 gpol SLOPE (min . 005 or 6'1/100 ' ) SIDEWALL DIST. 3X EFF. W OR D' (MIN 61 ) RESERVE BETWEEN TRENCHES? L,-" IN FILL? ""°,.w,. MUST BE 10 ' MIN. "Y. '"" 4" PEA STONE? L,"" ' VENT? 11_6° (>3 ' COVER; LINES >50 ' ) / C .. _ = TOT BOT _ X LDNG+ SIDE (L x W x ) (DxLx2x#) (G/ft2) Copyright © 1995 by S.L. Starr o OD -nk3 D o O \ " z -Z o z o O C CD O O mz A O z 1 c� = m o°z m X" m Lf7 yDZ° o �Z C) m D r cn oD p D:rn 0 ■• A r 7 n r W G o ('TIN w 0 r G a o. Ln Mi a � y O o Z I o 2 I� c mn 2 a x C/) i I I I y� I RZ= o h� _