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historical data i.:L. .".;.JECI .LLJ \.aa\: Lii1.r..r... _ L;ir.L. uAl..L)r\r7L rr.•t�� t,V :-Ti-��•v: I . f I\Ason Road 1 1 z)isle,nc_es = Se a:cr -V rri Acc-cs5 1\ r i I A-c. _ (co 8 if =Rec e.r-Fti-t,p Access fo 6 I I ! i D.= ago `� r li ig � - Igla E- C 5&1 0 i I E -� = 5010 tit T�jWN QUEENSBURY _ BUILDI DEPARTMENT atr 1i�� Co 1 Based on our limit d examination,compliance d rA� i�� with our comment shall not be construed as indicating the plan and specifications are in full compliance w h the Building Codes of New York State. �/ } CldrI 1 00 I LFAr�d 3 4-roW1 / I 0- !41), V-\i i-\5 i A Ke_ j �U f��. ! ( } TOWN OF QUEEN.BURY l000 at. CohCre'le BUILDING & CO : S PT• . • seat sz f c Tams, Reviewed ' j � I Date: ' P41 I (05o 9 • corcrJe © • f=-,d- ea SeA re-c�1v e-r w•Crth PUm,F ' I I 1 I r ._____ ...__. �_ Hot se The above sketch shows the locations of the units comprising your sewage disposal system ►or future reference in case of difficulty. It shows measured distances from buildings, trees, garage, fence posts, etc. , to septic tank, sewers, distri- bution box and absorption field or seepage pits. CONTRACTOR: Sunsoval, Inc . DATE INSTALLED: 8/20/80 . DESIGN BASIS 1. No. of bedrooms: 2 5. Septic tank: type concrete 2. Daily flow: gpd capacity i650 gals. 3. : ilndisturbed soil depths: G. Size of leaching device: 120 ft. a. To groundwater: :3' 7. Type of system (conventional , fill , t. to impervious lens: >5' etc. ): pressure ' 4. Percolation rate: 4 min/in. • LGPC MAP NO. : APPROVED BY: Charles W. Glass DATE: 8/6/80 i..,. .. li:Ji'ECT ti'i t.:dill it..,: L Li II li�l�(loc i %• ,: CO :•)SIC:, v . . • • �,�}s o'n boad 1 1D i s ieince5 = seta c, -t f:vn -. gcc_ 5s 1\cc11 € ! A-c. = lc 8 = c_ . o St - ! ; P-D = a�o.1 / t5/ . , i, _ _ � - - - - — t fg-1� = I !o << t ; E- C = 5&'0 ' + I E. -D _ "o I • TOWN OF QUEENSBURY �i BUILDING DEPARTMENT a 1ir~\G -Co ' 1 Bas on our limited examination,compliance with ur comments shall not be construed as dra;or4iel8 Indic ring the plans and specifications are in 1 AS BUILT full ompliance with the Building Codes of / New ork State. I ' �AG`T S t 1 00i j LArd5 rom t o- / l�Dc�K1r l 1F�KE ( -Bur e 3 • i t0o0 ciAl. C.ohCre'li✓ I I TOWN OF QUEENS:URY I BUILDING & COPES ' PT. • Reviewer By: _ ,i1i so CAI. cohcre�� © I �,d--�, miSeF?leo re_cai`Je-r Date: Pvi-rs,p r I --- t_ Houses The above sketch shows the locations of the units comprising your sewage disposal system for future reference in case of difficulty. It shows measured distances from buildings, trees, garage, fence posts, etc. , to septic tank, sewers, distri- bution box and absorption field or seepage pits. CONTRACTOR: Sunsoval, Inc . DATE INSTALLED: 8/20/80 DESIGN BASIS 1. Flo. of bedrooms: 2 5. Septic tank: type concrete 2. Daily flow: gpd capacity 1650 gals. 3. : Undisturbed soil depths: b. Size of leaching device: 120 ft. a. To groundwater: '3 ' 7. Type of system (conventional , fill , b. Zo impervious lens: >.5' etc. ): pressure ' 4. Percolation rate: 4 min/in. - LGPC MAP NO.: APPROVED BY: Charles W. Glass DATE: 8/6/80 AIR VENT-\,,( 1 -E1.EeTRIcAL RECEPTACLE , --ITO\ \\ 7/‘\\ t 'w ___ , .4-00. I � i" PVC PIPE'' ` I I _•I I I I I r BoiLER DRAIN FR6M 6EPT}!' j I I VALVE TANK ---�-� I I �' ' Z. I I CHECK 2" Pic.' PIP HIGH VAT ER I I YAor ALARM switch I I RuNloy • ) I OAl SWI i CH I vixTER 1 LEVEL OFF S'ulrcH I t PUMP I } PUMP SWITCH as , • �n,, 2" pvc, HEADER- Sion y4" Ft. BACK To itlL.F m - '• 2 Psl-BY GAG z; AT THIS Po►tvT ALL PI Pa sir LEVEL �• 2" PVC ENO CAP ( HOLES ON BOTTOM OF I" PVC PIPE FRoM PUM• --------- --------:: —: J :,^I �- IA" HOLES SPACED 30` ON CENTER " • 30° - - 30" 30�- I"