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I <br />NOTE: TO PREVENT BREAKOUT, THE PROPOSED <br />FINISH GRAD1 <br />SEPTI <br />82 <br />FOR A DIANCE OF N5'SHALLTAROUNDBE <I THE <br />. TANK PROPOSED <br />PERIMETER OF THE S.A.S. <br />INSTALL RISERS & COVERS OVER INLET &INSTALL <br />&R6020 <br />OUTLET AND SET TO 6" OF FINISH <br />D -BOX <br />SFr) S.A.S. <br />WATERTIGHT RISER <br />& <br />T.O.F.=16.2 GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT SET TO 3" OF FINISH <br />F.G. EL=15.2 <br />GRADE & PLACE REBAR AGAINST CAP FOR LOCATING <br />F.G. EL.=14.91 <br />F.G. EL: 14.81 F.G. EL: 14.8 (MAX.) CHARCOAL <br />VENT <br />_ <br />MAINTAIN 2% GRADE MIN. OVER SAS. <br />L - 10' <br />�, • • <br />® S=1z (MIN,) L - 15'TF <br />4•SCH40 PVC 0 S=1R (MIN <br />. SET REBAR• FOR LOCATING ' <br />Y ONE <br />• 4'SCH40 PVCR <br />2'xl' 6d' Icer <br />(MIN.) HIL. TREHc IN <br />Io* <br />40 PVC SCH 411 PERF PV. nlcmlPtmnN LINES PORT <br />- <br />INV.= 12.00 14' <br />ae• <br />2' EFF. <br />VELLIQU <br />��OAs�s4FFLE <br />DEPTH <br />INV.=11.5.=11.40 <br />INV.= 11.75 <br />D -BOX SLOPE OF PERF. PIPE = 0.5% <br />INV.= 12.20 PROPO 1 <br />FD SEPTO retia <br />OUTLET (MIN.) INV.=11.32 64' EFFECTIVE LENGTH <br />' <br />INV. EL.-11.00(END) <br />�91LABSORPTION S'VCTF . <br />(PRS <br />krs <br />NOTES: <br />1) SEPTIC TANK & D -BOX <br />MAINTAIN 2% GRADE (MIN.) OVER SAS. <br />It <br />SHALL BE SET LEVEL AND TRUE <br />To. GRADE ON A MECHANICALLY COMPACTED <br />2" LAYER OF 1/8--1/2' DOUBLE WASHED <br />SIX INCH CRUSHED STONE (OR APPROVED FILTER FABRIC) <br />STONE BASE. AS SPECIFIED IN 310 CMR 15.221(2)• <br />2) INSTALL INLET & OUTLET TEES AS REQUIRED. <br />BREAKOUT ELEV.=11.82 <br />3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE <br />AS' MANUFACTURED BY TUF-TITE, <br />INV. EL=11.32 3/4'-1 1/2" DOUBLE <br />ZABEL OR EQUAL. <br />2' WASHED STONE <br />BOTTOM ELEV.=9.00 <br />� 1� <br />5' MIN. ABOVE BOTTOM OF 3 <br />T.P. EXCAVATION OR G.W. ONE a•. ' 64' <br />LEACHING TRFHr� <br />SEPTIC SYSTEM PROFILE NO G.W. EL: 3.5 r <br />N.T.S. SOIL ABSORPTION SYCTFu (c TIO ) <br />ats <br />A <br />SOIL LOG <br />• O'QOy <br />• 'DATE: NOVEMBER 4, 2010 <br />SOIL EVALUATOR: • <br />PETER McENTEE PE, (SE#1542) <br />WITNESS: <br />VERONICA WARDEN SE <br />HEALTH AGENT <br />PROPOSED <br />I <br />ELEV. 1-P- DEPTH ELEv. TP -2 <br />3 BEDROOM <br />A 0" DEPTH <br />14.5 14.7 p" <br />y 2�$ DWELLING <br />T.O.F.=76.2 <br />A <br />LOAMY SAND LOAMY SAND <br />10YR 4/2 15' 13.7 10YR 4/2 <br />13.2 <br />• <br />B 12 <br />` <br />B <br />572, <br />LOAMY SAND <br />10YR 5/8 LOAMY SAND <br />• `� `� <br />11.5 10YR 5/8 <br />Cl -6" 11.7 Cl 36" <br />.Oo <br />\`�S\ <br />PERC <br />E FO`s\ <br />36"/48" <br />r <br />MED. SAND <br />MED. SAND <br />/ <br />2.5Y 6/4 <br />2.5Y 6/4 <br />3.5 122" 3.7 1 1132" <br />` <br />S.A.S. LAYOUT <br />NO GROUNDWA""ER, PERC RATE: <2 MIN./IN. <br />_ <br />ELEV. T P-3 DEPTH ELEV. TP -4 <br />DEPTH <br />14.8 q 0" <br />14.5 A 0" <br />LOAMY SAND <br />DESIGN CRITERIA <br />LOAMY SAND <br />10YR 4/2 14' 135 10YR 4/2 <br />13.6 <br />B 12" <br />B <br />' <br />NUMBER OF BEDROOMS: 3 BEDROOMS <br />LOAMY SAND LOAMY SAND <br />10YR 5/8 <br />SOIL TEXTURAL CLASS: CLASS 1 <br />10YR 5/8 <br />11'6 37" 11.7 <br />DESIGN PERCOLATION RATE: <2 MIN./INCH <br />Cl <br />PERC Cl 34" <br />DAILY FLOW: 330 G.P.D. <br />38"/50" <br />DESIGN FLOW: 330 G.P.D. <br />GARBAGE ;GRINDER: NO <br />MED. SAND <br />PROPOSED <br />MED. SAND <br /><-5Y 6/4 <br />SEPTIC TANK: 1500 GALLON CAPACITY <br />LEACHING AREA REQUIRED: <br />2.5Y 6/4 <br />I (330) = 445.9 S.F. <br />• .74 <br />3.8 132" 3.5 132" <br />x <br />NO GROUNDWATER, PERC RATE: <2 MIN./IN. <br />ING TONEI ANDFSCHEII 11 EP WITH <br />40WP RFOR TLDNC I FDISTRIB T Fr. N LINE <br />PROPOSED SEPTIC SYSTEM SITE PLAN <br />SIDEWALL: . 2 SIDES/TRENCH x 2' x 64' .................... •= 256 SF <br />BOTTOM AREA: 3' x 64' <br />24 RUSSELL_ ROAD, MASHPEE, MA <br />.............. ..•..• •....... = 192 SF <br />TOTAL AREA: ............................ <br />........................... <br />Prepered for: Habitat for Humanity, 657 Route 28, W. Yarmouth, MA 02673 <br />.. .............448 SF <br />Engineering by. Surveying bn <br />DESIGN FLOW <br />Engineering Works, Inc. EASTBOUND ScaLE DRAWN JOB. No. <br />PROVIDED: 0.74 GPD/SF(448 SF = 331.5 G.P.D. <br />12 West Crossfield Road LAND SURVEYING, INC NTS P.T.M. 236-10 <br />Forestdole, MA 02644 P.O. Box 442 <br />(508) 477-5313 Forestdale, MA 02644 DATE CHECKED SHEET NO. <br />508 477-4511 11/11/10 P.T.M. 2 of 2 <br />P -j <br />