Loading...
HomeMy WebLinkAboutEngineer Plani ,may l9•+ i >` fig.? �—cR'ic- Tb►�k. ��3 �1�i �" r.... _'"'. ...."�. '�7F:� l o ' I it I q f lam,, ,-X5ah . r gyp{ u , '5)o.1.�-- C7- y ! y TOP OE FOUND. I o EL. 2C:): n vec1' NOTES: 1. ALL PIPE TC BE 4" DIA. SCII 4" I'VC. 2. PIPE TO BE .'',AID LEVEL FOR "' OUT Q- DISTRIBUTION BON. 3. RAISE, ALL APPLICABLE MAN :IOLF, Cc , i ERS TO WITHIN 6" OF FINISH GRADE. 4. SEPTIC SYSTEM IS NOT DESIGNED FOT, CHE USE OF A GARBAGE DISPOSAL. TEST HOLE LOG DATE:-- v� 7 7 TEST BY: WEI�LER & ASSOCTES WITNESS: PERCRATE:. G o.rt ti� 17.7 �2 6 Low =ff ev ye s/,g .5y 4 J("-L 77 "rya lvAT4r.� DESIGN DATA DAILY FLOW: (o DRMS. x 110 GPD = fYOGPD SEPTIC TANK: �/ GPD x 200% = _3-�: USE:/5c>Q GALLON PRECAST SEPTIC TANK LEACHING FACILITY: , USE. (3, S'XB.�x 2 f 1t1'j'Dq fi f' -cf'a, L-1 1 `� CAPACITY: SiDE�VALL: 7��` z� 1•-;ra-:, t:,�. :- BOTTOM: I74 3'Z .:`j TOTAL:,- 1 ' _Jr,11— ,f. I� 1:o' V_ e 2" LAYER OF 3/8" PEASTONE OVER 5. SEPTIC TANTC AND DISTRIBUTION I10} TO BE INSTALLED / 3/4" -1 1/2" WASHED STONE ALL ON A 6" LAYER OF STONE. / AROUND 4. , I�Y?'At ,. .;p " 'I 1 C"v" 70 lo" 14"oo •� SEPTIC SYSTEM PROFILE SITE - SEWAGE ':LAN FOR LACIT ?L E PREPARED FOR CX DATE: i:'X:"'t": 3 1�� (�, SCALE: I = Z, I WELLER & ASSOUATES 71 A MAIN ST ' P O BOY 110 VARNiO l 'c'I-IPfl T 1'L1A 02 57 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 CMIZ 15, o0: 'TITLE V. 3. TIIIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERNI1N MON. , A, O� DANI£L 1. OR AN p CIVIL V No. 32636C r"J©1J 71996 !'E��L TN DE .P T. TEL: (508) 362-8131 --- - ----------- ----- - - -- - I APPROVED BY: --