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HomeMy WebLinkAboutEngineered Plan 2002PROPOSED _TOP OF. FND. ELE.= 16.0 13.50 10' MIN. _2% r 3.1 MANHOLE COVERS TO EXTEND TO WITHIN 6" OF FINISH GRADE Uj Uj NEW w x 0 1,500 GAL 6' CRUSHED STONE SOIL TEST LOG PERC RATE= < 2 MIN/INCH DEPTH 0 719 14" 32 ELEV.= 15.20 'ILL LOAMY SAND 1OYR 3/1 B LOAMY SAND 10YR 6/6 53 C 1 COARSE SAND 10YR 8/2 125"l . 4.78 -GAS BAFFLE REQ'D 7�.57o7.5% 12.90 �DB� NEW DIST. BOX REQ'D 1 % 12.43 6' C' USHED l TONE 4 3 20' MIN: PROPOSED SEPTIC SYSTEM SOIL TEST CONDUCTED -ON DECEMBER 27; 2002 BY HUNTER ENGINEERINGASSOC. WITNESSED BY: AMY VON HONE YARMOUTH HEALTH DEPARTMENT PERC TEST © 42" NO WATER OBSERVED LEGEND: EXISTING CONTOUR WATER GATE WATER SERVICE TEST HOLE GAS SERVICE - BENCH MARK b,; BM NOTE: --- 23 ---- 0— W. M. —VIS- W -G G INSTALLER SHALL LOCATE ALL CESSPOOLS PUMPOUT AND BACKFILL W/ SAND INSTALLER SHALL EXCAVATE AND REMOVE CESSPOOLS IF FOUND TO BE WITHIN THE NEW (SAS) AREA VARIANCES: REQUEST 7' VARIANCE FOR SEPARATION SAS AND FOUNDATION WALL NO SCALE 14.5 — 0 Q0 N INSTALLER MAY HAVE TO REMOVE TREE IF S❑, MOVE SAS TO 20' FROM F❑UNDATI❑N WALL - 7 //",7/V k142 —I 11.56 ! <J ' - NO GARBAGE GRINDER kl9 5: DESIGN CRITERIA: SAS SHALL BE () INCV Ew COD !�! DESIGN FLOW' 34.25' LONG 11.0' WIDE 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P:O r REQUIRED SEPTIC TANK: ROAD 4; 10" DEEP DESIGN PERC RATE <2 MIN/INCH LOCUS I _ Q BOTTOM ((1 = 376.75 S.F. NEIN! (SAS) ELEV=12.90 o I = 334.4 GPD l 12" PEASTONE TOPPING w '.L¢T• ► • .1r3t.• '.9 •.1'r7.:►': '.1Q..• ��. o: Ly4.,.I CONSULTING ENGINEERS I SANDWICH, MA 02601 (508) 477-8268 Hunter Engineering Associates, inc. PROJECT: SEPTIC SYSTEM REPAIR PLAN 40 �" II -_- Ii _-_ _-_ 48 ELTON ROAD _ 4^ CAP ENDS DRAWN BY JPHr" " {j' ;�'I MAP 32 / LOT 179 DATE'1 /5/02 REMSED BY ,4 OWNER: JOHN & SOPHIE ALEXANDER to 1-1/2" DOUBLE l j •"' Wi�SHED STONE ALL AROUND WASHED LOCUS MAPq. ,. GENERAL NOTES: 1.5' 31.25' 1.5' - ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM SYSTEM PIPE SHALL BE EITHER C.I. OR SCHEDULE 40 P.V.C. US FIVE 5 INF ILTRAT ORS () THE BOARD OF HEALTH SHALL, BE NOTIFIED'. WI 1H 4' OF STONE Cry` SIDES PRIOR TO BACKFILLING OF SEPTIC SYSTEM .' & 1.5OF STONE @ j' ENDS - SEPTIC SYSTEM STRUCTURAL COMPONENTS SHALL BE CAPABLE OF WITHS1IANDiNG A H-" 0 LOADING, UNLESS SPECIFIED OTHERWISE - SEPTIC SYSTEM UNDER DRIVEWAYS SHALL , 4. COMPLY WITH A H-20 LOADING. THE DESIGN AND COMPONENT- {�F�HE SEPTtC = , SYSTEM SHALL BE IN COMPLIANCE WITH THE STATE OF MASSACHUSETTS SANITARY CODE TITLE LE V, AND SHALL BE IN COMPLIANCE WITH THE LOCAL BOARD OF HEALTH RULES AND REGULATIONS. 1 - THE CONTRACTOR SHALL BE RESPONSIBLE FOR / LOCATION OF ALL UNDERGROUND UTILITIES AND:;-:, / �HHLL NO i'r�i DiG - -_ : PRIOR TO r �1 9s I _ _ f L -MIL IP❑LY LINER @ 100.00' PLAN 1" = 20' 12 1 • t z 0 w CONSTRUCTION. ' - NO GARBAGE GRINDER kl9 5: DESIGN CRITERIA: Ali f: , 1 F If DESIGN FLOW' i 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P:O r REQUIRED SEPTIC TANK: i r, NEW 1,500 GALLON SEPTIC TANK PROVIDED NONE DESIGN PERC RATE <2 MIN/INCH SIZE OF REQ'D (SAS) AREA = 330/0.74 = 446 S.F SIDEWALL2 0.83 34.25 + 2 0.83)(1 1)=75 12 ,.5,F 1)(34.25) BOTTOM ((1 = 376.75 S.F. SIZE OF LEACHING FACILITY PROVIDED: 376.75 S.F. + 75.12 S.F. = 451.87 S.F. I = 334.4 GPD fl EFFECTIVE DEPTH: 10" EFFECTIVE LENGTH: 34.25 EFFECTIVE WIDTH: 11.0 CONSULTING ENGINEERS 7 WEEKS POND DRIVE SANDWICH, MA 02601 (508) 477-8268 Hunter Engineering Associates, inc. PROJECT: SEPTIC SYSTEM REPAIR PLAN FOR 48 ELTON ROAD sC&E: AS SHOWN DRAWN BY JPHr" " MAP 32 / LOT 179 DATE'1 /5/02 REMSED BY ,4 OWNER: JOHN & SOPHIE ALEXANDER 48 ELTON ROAD WEST YARMOUTH, MA j FILE: