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HomeMy WebLinkAboutEngineered Plan - 2000BENCH MARK: TOP OF FND. ELE.= 40.0 7.5 MANHOLE COVERS TO EXTEND TO WITHIN 6" OF FINISH GRADE 10' MIN. ---1 2% f 7.,30/ U USE u EXISTING W 0 1,000 GAL T 10' SOIL TEST LOG PERC RATE= < 2 MIN/INCH DEPTH 0 17' 21 28 ELEV.= 39.5 FILL a/E LOAMY SAND 10YR 3/1 B LOAMY SAND 1OYR 6/6 16 1 MED/FINE SAND 10YR 7/6 GAS BAFFLE REQ'D r 2.0% i (SAS) SHALL BE 25.0' LONG 12.83' WIDE I 2' DEEP NEW DIST. BOX __ I,! 2" PEASTONE TOPPING oar TOP PEASTONE ONE EL V 37,2',' 1% Y; r .Y 36.7.-;:=1� J o u I4. ;'r F..," RUSHED TONE ""51 c] L j 20' MIN: PROPOSED SEPTIC SYSTEM 96" C2 FINE SAND 1OYR 8/2 122„ 29.33 COIF SOIL TEST CONDUCTED ON APRIL 22, 2000 BY HUNTER ENGINEERING ASSOC. WITNESSED BY: KELDA GORMAN, AGENT YARMOUTH HEALTH DEPARTMENT NO WATER OBSERVED © 122" NO SCALE �4Pv I OP I �� ulop i 3 4" DOUBLE WASHED STONE ALL AROUND LOCUS '`SAI 34-75 � 4' -- - -- 7 ' 4'L 1 i.0 .,SE TWO (2} GALLE`.'S ITH 4' OF STONE 0 SIDES 4' OF STONE ® ENDS GENERAL NOTES: ELEVATIONS SHOWN BASES ON U.S.G.S. DATUM. SYSTEM PIPE SHALL BE E,'THER C.I. OR SCHEDULE 40 P.V.C. — THE BOARD OF HEALTH SHALL BE NOTIFIED PRIOR TO BACKFILLING 0'- SEPTIC SYSTEM. — SEPTIC SYSTEM STRUCTURAL COMPONENTS SHALL BE CAPABLE OF W THs-VANDING A H-10 LOADING, UNLESS SPECIFIED OTHERWISE — SEPTIC SY"STEM UNDER DRIVEWAYS SHALL COMPLY WITH A H-20 LC.ADING. — THE Dc_ AND COMP01~ rI�TS OF THE SEPTIC SYSTEM SHALL. BE IN CO '1PL.IANCE WITH THE STATE OF MASSACHU` ETT`� SC<''dITARY CODE T i LE V, AND SHALL i E El COMPLIANCE WITH THE LOCAL BOARD OF HEALTH RULES AND ' REGULATIONS. — THE CONTRACTOR SHALL :�E RESPONSIBLE FOR SHALL NOTIFY DIG - SAF:T PR':OR TO CONST RUCTION. -- NO GARBAGE GRINDER PERC BOTTOM @ 34" �'" C-1 . „, gk DESIGN CRITERIA: LEGEND: EXISTING CONTOUR ---------- WATER GATE 0-- W. m. WATER SERVICE —w--W— TEST HOLE GAS SERVICE —G—G BENCH MARK (Z BM NOTE: PRIOR TO INSTALLING THE NEW (SAS) THE CONTRACTOR SHALL PUMPOUT THE LEACHPIT AND EXCAVATE AND REMOVE THE LEACHPIT LOCATED WITHIN THE (SAS) AREA. RM SEPARATION 'ICE AND S.A.S. ATION SEMENT J J N 0 9 ?"q0 HEAL CAM I :ON ROAD ('F Ike �l �3Ytt;:6ti y P LA, N i 1 " = 20' ^4 T� JOHN P. 14UNTER r CIVIL 71 Eva 36445 ti DESIGN FLOW 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P.D. REQUIRED SEPTIC TANK: -Existing J .QQQ Qat_tgn - SEPTIC TANK PROVIDED NONE DESIGN PERC RATE <2 MIN/INCH SIZE OF REQ'D (SAS) AREA = 330/0.74 = 446 S.F. SIDEWALL (2)(2)(25.0)+(2)(2')(12.83)=151.32 S.F. BOTTOM (12.83�)(25.0) = 320.75 S.F. SIZE OF LEACHING FACILITY PROVIDED: 320.75 S.F. + 151.32 S.F. = 472.07 S.F. g 349.33 GPD EFFECTIVE DEPTH: 2' I-I-FECTIVE LENGTH: 2_5' EF.' ECTIVE WIDTH: 12..83' PEA CONSULTING ENGINEERS 7 WEEKS POND DRIVE 2&Z� ANDWICH, MA 02601 (50 3) 477-8268..- / —ZD rlunter Engineering Associates, inc. / PROJECT: SEPTIC SYSTEM REPAIR FOR 10 CAMPION ROAD scAlf: AS SHOWNaua+� BY: JPH ar€: NEW MAP 151/ L07 140 6/5/00 K'ASED BY: JPH OWNER: JAMES O'CONNELL 10 CAMPION ROAD YARMOUTHPORT, MA FU: CAMP