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Home My WebLink AboutMiscellaneous - 35 CHERISE CIRCLE 3/23/2016 PLAN REVIEW CHECKLIST ADDRESS ��" G° y, i°' ENGINEER GENERAL 3 COPIES STAMP -' LOCUS NORTH ARROW SCALE CONTOURS /� PROFILE " � SECTION BENCHMARK_ SOIL & PERCS ELEVATIONS WETS. DISCLAIMER_L-/ WELLS & WETS WATERSHED? /° DRIVEWAY /(Elev) WATER LINE FDN DRAIN /f SCH40 C TESTS CURRENT? SOIL EVAL SEPTIC TANK MIN 1500G_( ' . 17 INVERT DROP GARB. GRINDER r O(+200% EDF) 25 ' TO CELLAR r" MANHOLE ELEV GW # COMPS. D®BOX SIZE # LINES 3 FIRST 2 ' LEVEL STATEMENT INLET �� d�� ' OUTLET (21" OR . 17 FT) TEE REQ D? LEACHING MIN 660 GPD? r°' RESERVE AREA 4 ' FROM PRIMARY? ' 2% SLOPE 100 ' TO WETLANDS 100 ' TO WELLS 4 ' TO S.H.GW (5 ' >2M/IN) 35 ' TO FND & INTRCPTR DRAINS / 325 ' TO SURFACE H2O SUPP 4 " PERM. SOIL BELOW FACILITY MIN 12" COVER FILL? (25 ' if above natural elev; 101if below) BREAKOUT MET? TRENCHES MIN 660 gpd SLOPE (min . 005 or 6 11/1001 ) SIDEWALL DIST. 3X EFF. W OR D (MIN 61 ) RESERVE BETWEEN TRENCHES? IN FILL? MUST BE 10 ' MIN. 4" PEA STONE? VENT? (>3 ' COVER; LINES >501 ) BOT + SIDE X LDNG = TOT PITS MIN 660 LEACHING MIN 1 (131x16 ' ) PIT MANHOLE/PIT GW MIN 4 ' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE BOT + SIDE x LOAD = TOTAL (L x W x #) (2x(L+W)xD x #) (G/ft2) CHAMBERS MIN 660 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT MANHOLES 12"-48" STONE SPLASH PADS SLOPE . 005 BED/TRENCH (Bed max. 60 ' X 601 ) MIN 13 ' X 16 ' PIT BOT + SIDE X LOAD = TOTAL (L x W x #) (2 x (L+W) xD x #) (G/ft2) FIELDS MIN 660 GPD 'fie 900 ft2 BED GW MIN 4 ' BELOW BOTTOM OF FIELD PIPE ENDS JOINED? 4" PEA STONE? DIST LINE SLOPE . 005? >31COVER-VENT SCH 40 L MIN 12" COVER RATE LDG X 660 = f ( r f X = TOTAL G/ft2 REQ-D (ft2) LXW DOSING TANKS AND PUMPS DIMENSIONS X X = PUMP CAPACITY gPm L W D Vol. DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME 9pm MANHOLES TO GRADE ALARM SEP. CIRC. GW (Min. 1 ' below inlet) HWL LWL CHECK VALVE BLEEDER HOLE MANUAL OP. SWITCH Copyright© 1995 by S.L.Starr PLAN REVIEW CHECKLIST ADDRESS,�/-e ',Y ENGINEER GENERAL 3 COPIES STAMP LOCUS NORTH ARROW SCALE CONTOURS PROFILE SECTION BENCHMARk �/111.1,/ SOIL & PERC INFO ELEVATIONS WETS. DISCLAIMER WELLS & WETLANDS WATERSHED? DRIVEWAY 4,,- (Elev) WATER LINE4--,--"` FDN DRAIN SCH40 TESTS CURRENT? SEPTIC TANK ) MIN 1500G . 17 INVERT DROP L- GARB. GRINDERAk (+200% EDF)e " 251 TO CELLAR MANHOLE TO GRADE ELEV GW D-BOX SIZE # LINES FIRST 21 LEVEL STATEMENT INLET OUTLET (2 11 OR 17 FT) TEE REQ I D?///6) LEACHING MIN 660 GPD? RESERVE AREA 41 FROM PRIMARY? fn 2% SLOPE_�___ 1001 TO WETLANDS TO WE�LS 41 TO S.H.GW 5 351 TO FND & INTRCPTR DRAINS(i") - 32.51 TO SURFACE H2O SUPP (2 5 41 PERM. SOIL BELOW FACILITY MIN 12" COVER (-,-" FILL?�, if above natural elev; 101if below) BREAKOUT MET? TRENCHES MIN 660 gpd SLOPE (min . 005 or 6"/100 ' ) >31COVER?-VENT SIDEWALL DIST. 2X EFF. W OR D (MIN 61 ) IS RESERVE BETWEEN TRENCHES? MUST BE 10 MIN ---- 4" PEA STONE? BOIL X LDNG -0, + SIDED X LDNG ( (A = TOT 7/ 3 7 C) ( x W x #) (d7H2) ( xLx2.x#) (G/ft2) Copyright 0 1993 by S.L.Starr DESIGN REVIEW SHEET LOT 8 CHERISE CIRCLE PERMIT # 737 REC'VD 6/8/95 APPLICANT: DAN BETTY ENG: CHRISTIANSEN 160 SUMMER ST., HAVERHILL PLAN DATE: 4/27/95 DISAPPROVED fl�-- NO BENCHMARK WITHIN 50' TO 75' OF SYSTEM LEACHING AREA NOT 35 FEET FROM FOUNDATION DRAIN.