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HomeMy WebLinkAbout#1J �0 � r 0 394 0 Q `somas s• �"' i l���;°�i o yes "' o .� �_.,�; -,._ . �_t ► ohael P. Iv i�, � G e n 2 ��+•.,ti . t1 kl 1"�Ff Fi • a f �; . 7 � 1 � p 4/ ,�o -- --� -- -ev Oso �•. - 3 M TO CONN. 85 ...' s •t t DAKDAl.E 3.5 Mt. L -a pN 7 12 3(Y 6Sa6 HRDL ME 12 Mf. MEW LONDON 13 M1. _ i41 V tv �. '� e� CRS 1 "� '.. � � %• 7 � � r` ,' %' ILI lie cp A J ,�^�, g �. "^•.f /tl /,//,/�/�p\„�j^ LF' rJ `ry Y /r j' / t PA cis kt t ell r f r & DATA FOR SANITARY FACILITIES OBSERVATION TRENCHES AT TOILET NO.1 ANI) NO.2 0" TO 16" LOAM 16" TO 9 FT. CLEAN BANKRUN GRAVEL NO GROUND WATEIR PRESENT. SOIL IS EXCELLENT FOR SEEPAGE. INDICATED RATI,, I" TO 1 1/2" IN S MINUTES. TOILET NO. 1 AND NO, 2 EACH TO HAVE, VETE', FOLLOWING: 1-1250 GAIJ,ON SEPTIC TANK 2-6DIAH. x S DRYWI';LL WITH 12 OF CRUSHED STONE OR SCREENED GRAVEL OUTSIDE. 'I'(_)11,' ' N0 3 IS' EXISTING AND HAS DISPOSAL FACTLIT'IES �ti')I 1 C:II HAVI?. 1I1= FN ADEQUA`I'V. RECOI 11F.,ND PRESENT FACILITIES SHOWER BUILDING EXISTING SHOWER BUILDING, 2 SHOWERS FOR MEN AND 2 FOR WOMEN. TETE EXISTING DISPOSAL FACILITIES HAVE BEEN E ADEQUATE. RECOMMEND PRESENT FACILITIES BI' USED. L)U"IPING STATION 0BSF11VATT 0N TREN(JI O" TO 1 f-," I,OAPI 16" TO 9 FT. CLEAN BANK RUN GRAVEL I NO GROUND WATER PR E,S ENT . SOIL IS EXCELLENT FOR SI"E,PAGI?. DUHPJ NG STAT IO N TO HAVE, 2000 GAL, SEPTIC TANK AND 2-6' DIMI. x S' DRYWELLS WITH 12" OF CRUSHED STONE OR SCREENED GRAVEL OUTSIDE,, i rld , ' `. r 3 7 i 14N } ( \v I 401 ell 7 t 4v �G+ 441 M ■ �w A tQ ,NeIZ. 19 n `4 h r Ir e ° .g� Moo o L DuMPSrr•!2s C,AR16AGI d r) s wn.n. r 17, &,Acars � !a r<`lk:. 1TsG��J � ' 'Y 33 b' 10 9, q.7. SSo'r ry�) /P 53 °2$ `3 ?to 1, 71 IYAi s se" , 4.3s /P �w a -S, ac, / ?60 u©TSEDGE. C, q rn P C lzo�a SGS, N c� ,-, ! � 1 & DATA FOR SANITARY FACILITIES OBSERVATION TRENCHES AT TOILET NO.1 ANI) NO.2 0" TO 16" LOAM 16" TO 9 FT. CLEAN BANKRUN GRAVEL NO GROUND WATEIR PRESENT. SOIL IS EXCELLENT FOR SEEPAGE. INDICATED RATI,, I" TO 1 1/2" IN S MINUTES. TOILET NO. 1 AND NO, 2 EACH TO HAVE, VETE', FOLLOWING: 1-1250 GAIJ,ON SEPTIC TANK 2-6DIAH. x S DRYWI';LL WITH 12 OF CRUSHED STONE OR SCREENED GRAVEL OUTSIDE. 'I'(_)11,' ' N0 3 IS' EXISTING AND HAS DISPOSAL FACTLIT'IES �ti')I 1 C:II HAVI?. 1I1= FN ADEQUA`I'V. RECOI 11F.,ND PRESENT FACILITIES SHOWER BUILDING EXISTING SHOWER BUILDING, 2 SHOWERS FOR MEN AND 2 FOR WOMEN. TETE EXISTING DISPOSAL FACILITIES HAVE BEEN E ADEQUATE. RECOMMEND PRESENT FACILITIES BI' USED. L)U"IPING STATION 0BSF11VATT 0N TREN(JI O" TO 1 f-," I,OAPI 16" TO 9 FT. CLEAN BANK RUN GRAVEL I NO GROUND WATER PR E,S ENT . SOIL IS EXCELLENT FOR SI"E,PAGI?. DUHPJ NG STAT IO N TO HAVE, 2000 GAL, SEPTIC TANK AND 2-6' DIMI. x S' DRYWELLS WITH 12" OF CRUSHED STONE OR SCREENED GRAVEL OUTSIDE,, i rld , ' `. r 3 7 i 14N } ( \v I 401 ell 7 t 4v �G+ 441 M ■ �w A tQ ,NeIZ. 19 n `4 h r Ir e ° .g� Moo o L DuMPSrr•!2s C,AR16AGI d r) s wn.n. r 17, &,Acars � !a r<`lk:. 1TsG��J � ' 'Y 33 b' 10 9, q.7. SSo'r ry�) /P 53 °2$ `3 ?to 1, 71 IYAi s se" , 4.3s /P �w a -S, ac, / ?60 u©TSEDGE. C, q rn P C lzo�a SGS, N c� ,-, ! �