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HomeMy WebLinkAboutEngineered Plan - 1999%/ C. •- - d,a eoxi6T'V, t I TOP OF FOUND. ©EL1 So.oO ys'�s NOTES: 1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6" OF FINISH GRADE. 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6" LAYER OF.STONE. 6. INSTALL, GAS BAFFLE IN OUTLLT TE'. DATE: SOIL EVALUATOR: WITNESS: PERC RATE: '� �'��'✓•fi"�ch� '4k -<- A jam ti io z /vyr2 Gf2 Bud G,S. �oy2s� �,sy�fa go Le Y4.5 fig, cP pv.v� o vT.� 8•�c.4�,=icc DESIGN DATA DAILY FLOW: (3) BDRMS. z 110 GPD = 33Q GPD" SEPTIC TANK: 35c. GPD 1200% = "%> GPD USE: /soft GALLON PRECAST SEPTIC TANK LEACHING FACILITY: USE: CZ) S aC 8.S,,Z -- .hod CAPACITY: SIDEWALL: 7(ofX ZX o,7i1=f/Z.$► BOTTOM: %3' X c-'S`XO,i�' Z 'o :S TOTAL: ...3.53, 0 J; Q.'�asyl ;,rbc PO l 21 LAYER OF 318' PEASTONE OVER 3141- 11121 WASHED STOVE ALL AROUND 1o" 14^ / \ 38. So 38.33 /i7S y/sb 3�.ov SEPTIC SYSTEM PROFILE SITE - SEWAGE PLAN FOR La T a� ,oc. 4,—, PREPARED FOR DATE: �0C, SCALE: WELLER & ASSOCIATES 1-45 FALMOUTH ROAD CENTERVILLE, MA. 02632 TEL: (508) 775-0735 FAX: (508) 775-0754 � � J 3�o-a GENERAL NOTES 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15, 00: TITLE V. 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. 4. ALL DISTURBED AREAS TO LOAMED AND SEEDED. 5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. rRLEC�CEOM�0EC 0 8 1999 EALTH DEPT.