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1990-564 - r ice. •� < dr �.. t r ;. o e, a•—`r.. . 1 .� r .. .r , cry J ' CERTIFICATE IC TE OF COMPLIANCE TOWN OF QUEENSSURY WARREN, COUNTY, NEW YORK - Date atoll 7 19 it _` This is to certify that work requested to be done as shown by Permit No. 90-564 has been completed. This structure may be occupied as a septic system s. ( Antigua Road, Plum Point ,_y Location . DAVID D. MONTANA Owner By Order Town Board . TOWN OF QUEENSBURY -.- (----:- ( , '''' ) " s , Director of Bldg. &Code Enforcement BUILDING PERMIT TOWN OF QUEENSBURY No 90-564 WARREN COUNTY, NEW YORK b MONTANA PERMISSION is hereby granted to DAVID D. O Antigua Rd, Plum Point Street,Road or Ave. OWNER of property located at g rn in the Town of Queensbury,To Construct or place a Sewage alterationco at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is 1017 Cherokee Road Scotia NY 12302 O z 2. CONTRACTOR or BUILDER'S Name 0> d 3. CONTRACTOR or BUILDER'S Address �. CZ 4. ARCHITECT'S Name 5. ARCHITECT'S Address aq t✓ ly 6. TYPE of Construction—(Please indicate by X) b t✓ ( )Wood Frame ( ) Masonry ( ) Steel ( ) 'l7 0 7. PLANS and Specifications No. Sewage alteration as per plot plan, specifications (engineered plans) and application. 8. Proposed Use rn Septic System (12 oq $ 95.00 PERMIT FEE PAID —THIS PERMIT EXPIRES August 30 19 92 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) 0 z Dated at the Town of Queensbury this 30th Day pf August 19 90 SIGNED BY . for the Town of Queensbury Building and Z6 ing Inspector I . _ _ TOWN OF QUEENSBURY 4j 1/ � APPLICATION) c SEPTIC DISPOSAL PERMIT „W,, __ DATE: a�7/��'l� flare26;i0041W) id - LOCATION OF PROPERTY FOR INSTALLATION AUG 27 1990 b, Owner' s Name: yJA-vi/2 27 /72 �T� ,4_- , � c��� �a ,, A./Address: ,Y%/ e-.'a / -,D ,4 U,y //&`�v7 ��,E ��y6/ /1 NI,,,I.,c Installer' s Name: Telephone: 1 (.0(a8-617k Number of bedrooms (residential only) 4/. 3674-374 i:si Total daily flow (compute @ 150 gal per bedroom) Topography: Circle one: Flat Roiling Steep Slope--This Slope Soil Nature: Circle one:'---Sand Loam Clay ---Other e.th: Ground Water: At- I at depth? Feet Bedrock or Mlervious Material : At what depth? Feet Percolat' n test: Circle one: not required required � Rate - Min. Per InchS u ( jJ&tj2 %Rp,A,L) Dome is water supply: Circle one: Municipal Well Other -� I domestic water. supply is a well : °Sk / - S paration: Water supply from any septic absorption feet. PROP'SED SYSTEM: Septic Tank 1/ .50 gal . (minimum size: 1,000 gal ) V TILE FIELD: Each Trench feet/Total system length feet SEEPA E PIT(S): Number of /Size each eet by feet Size of tone to be used #. /Depth or Thickness feet ***************************** HOLDING TANK SYSTEM IF REQUIRED NO. of Tanks - of Each Gal . *Alarm system and associated electrical work to be inspected by an approved agency. I have read the regulation on the reverse side of this sheet and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. SIGNATURE OF RESPONSIBLE PERSON:04D;- DATE: 11-49/w L / 1 • • tie System Inspections: A. All applications for septic system installation, alteration or repair, as required by the Town of Queensbury Sanitary Sewage Ordinance, shall bye submitted co the Building Department at least 24 hours before start of construction and .shall include a plot plan showing: • 1.) the proposed location of the system 2.) location and distance to lot lines 3.) location and distance co structures 4.) location and distance co any water supply 5.) size and dimensions of all tanks, distribution boxes, cild fields and/or drywalls B. Nu system shall be covered before. inspection and approval by the Building Inspector. Failure to _comply with this requirement may result in the uncovering of chd system by the installer and a fine of up to $250.00. • C. An approved copy of the plot plan shall be available on the construction site. Failure co produce said plot plan at tima of inspection may rusulc in an immediate work stoppage. D. Should unforeseen problems during construction prevent proper ins alla— cion, alteration or repair- of an approved system, a new proposal must be submitted to the Queensbury Building Department before further couscruccion. • Town of Queensbury ' BUILDING and CODES DEPARTMENT Bay and Haviland Roads Queensbury. New York 12804 k.nw rks: ' • 1. r•--' . .., .7---- . 9 0— s(,c+ ,..,.,...s.,...„,,,,,.!...,.../..,.,..,.,..„..,..,..,.?..„....,...k.,...,./..,.,...,.„.,...,.......,...„..,.,..„.,.!.,.,..,.,.,./.....,.,..,.,.,.,..,..,..,..,..,.„...J..s.,..,.,..,.,„,,,,..,.,...,..,.,...,.,..,.,..,.,..,.,.,.,_....,.,..,....,.,..,..,...,, ..,. ,. :.,.. THE NEW YORK BOARD OF FIRE UNDERWRITERS . -.i. ..., PAGE 1 . e-:. -,. 4003728 BUREAU OF ELECTRICITY • 41 STATE STREET.ALBANY,NEW YORK 12207 • -c Date JULY 27,1992 Application No.on file 09749392/92 A 072460 THIS CERTIFIES THAT . ..1. . I-.... only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of ,F1' , .. DAVID MONTANA, P1441 POINT RI—, QUEENSSURY, N.Y. in the following location; 1.xJ Basement LJ 1st Fl. LJ 2nd Fl. Section Block Lot •- i.F.,: was examined on JULY 17,1992 and found to be in compliance with the requirements of this Board. %-: lit.: FIXTURE = SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS : ! --'• OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. MAT. LW. AMT. H.P. ..i. '. DRYERS FURNACE MOTORS RJTURE APPUANCE FEEDERS SPECIAL REC'PT TIME CLOCKS BELL UNIT HEATERS 11:11 MULTI-OUTLET DIMERS :i SYSTEMS AMT. K.W. OIL H. GAS H. AMT. NO. A.W.G. MAT. AMP. AMT. AMPS. TRANS. H.P. NoEE MT. WATTS .- is 4 -4 - METER 11..,. AMP. _tYPE EQuip. 12 2W 1 fif 3W 3 Jr 3W 3 dit 4W NO.OFFEiCiCOND. OF ACZitOND.• NO.Of HI-LEG ' A.W.G. NO.OF NEUTRALS - Aaam :,--4 ,. ii,(• OTHER APPARATUS - , - _ , • • - — 1 tc-r: SEPTIC ALARM-1 :: '' • ,:, . •'.. --c, 'A. . _ ..- • .1. — ..i.. 111....(: . • •.....I, • •aqk•, 'I/f 11 , •.<,,I• •::c111. 6:501 'A. ...;'.71.•••;•7'••••:. • ..!,-,': ii..• ••.:1(..• •..fiG.,* li . •„,.,,..•,..,,,...,i, -,, SUNSOVAL INC. ':'..(: :`:'.:.c;:',1:).;.4T; JAMES MASON - :6 PO BOX 86 BRANCH MANAGER-, ''.4 a4.. CLEVERDALE, NY, 12820 • 239 ''.1. -<, -<, 1?. Per ::• el,: This certificate must not be altered in any manner;return to the office of the Board if incorrect. Inspectors.may be identified by their credentials. .11 ,-,(--,-,i-rie-ci.i••4-,-ie;"-rii-•,•s.-;.;"Nss-i•i••;•.-cy.,",v,;-tii-4-cr.i-i,;ciii---ri;•,wria,i-ie,;"iiine,r;ii--f:s-yii-- imv'4,--4,-,..,";••,-;ei";,";., riim...,..1.;-41--,.;,,,,--,,,, ,...i-,.,--4,-,.,-,..,-,-;,,..,...;,re-4,-,.; ,.,-, ,., 'ea ,low o/ QueenJ4gry BUILDING and ZONING DEPARTMENT Al Bay and Haviland Road, R.D. 1 Box 98 Oueensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME g(,/jji7,/7/ 7777-17,Z/I LOCATION/ i7 4 :(ze ) , �� ?t DATE //}�5 /go (/PERMIT NO. 9d SOIL TYPE _ Sand - Loam' - Clay - Percolation Test Requird? YES - NO Percolation rate - Min/•Inch TYPE of SYSTEM: }i P Absorption field, total! length Length of each trench j Depth of trenches ' Size of gravel j f SEEPAGE PITS{Nuinber of)` Size- ft. X _ ft Gravel size 1 / r PIPING: Size T, pe Bldg. to tank 1 / Tank to (list. box ;a ,y�' Dist. box to field/pit Openings sealed? YES NO'` Partial LOCATION/SEPARATIONS: Foundation to tank . ft. Foundation to abscrptio +,\ ft. Absorption to lot line ft. Separation of pits \ ft. LOCATION OF SYSTEM ON/PROPERTY(circle one) Front - Rear - Left ide - `Right side - COMMENTS: t • • GZ<a t ag�� SYSTEM USE APP•OVED YES No/ "i/ LA Build' n•sector 01/86 and vl Jouin of Qu;en.iur, BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME C7a LOCATION � (--l�©/d. 74 DATE /4� / jp PERMIT NO. / ; 7 SOIL TYPE _ Sand - Loam - Clay - Percolation Test Required? YES - NO Percolation rate - Min/Inch TYPE of SYSTEM: Absorption field, total length Length of each trench Depth of trenches Size of gravel_ SEEPAGE PITS4Number of) Size- ft. X ft. Gravel size PIPING: Size Type Bldg. to tank !�l " 0,Q J` Tank to (list. box aZ" Dist. box to field/pit Openings sealed? ' YES NO Partial LOCATION/SEPARATIONS: Foundation to tank /0 ft. Foundation to abscrption ft. Absorption to lot line ft. Separation of pits ft. LOCATION OF SYSTEM :ON PROPERTY(circle one) Front - Rear - Lef.t ;side - Right side - COMMENTS: SefiAt /02 6 Selo ,G P / ems ` p/0 / o ins /� kt m54 n S� ` Pw ? �c/wit rt. .474 SYSTEM USE APPROVED YES Bui di Ins ector 01/86 and vl /0-v //,5 SOILS INVE5T l GAT lON PERFORMED 8/ to/90 TE5T PIT A : O" TO 4` - c)P5oq_ 4 GRAVEL 4" TO I'-ck" MEDIUM TO GOAR5E SAt�ID-SOME STONE, 9 " To 3 ta" LOAM - 50ME TtzA>~a STOt'IE 31- G" To 8'- 4" CGR.A•y FIRM 5AK0y LOAM ValL71A SOME 5T0t lE NO aN(l DE t-4C E OF VAOT`j-LI NG t-IOT' EO TEST PIT 15 O" TO (o TOP5O t L (o" TO 3 `- O" 5AND`{ LOA1.4 - 50tAE STON E5 3`- O" To i `- 3" GRAY FIR M 5?�N0Y LOP•M v1/(_r 4 50ME 5TOt lE5 EVID!✓hIGE OF VA0-rTLING 8EGI1-45 N7- 3 `- 10 " PERGO t-AT (O t'4 -TE ST5 : tt 1 4- M 30 5 EG #' Z 4 M 4- 5 EC DESIGN DATA : PERCOLAT(0t� RATE. O -To 5 MIN. PRE5EtAT 4- BEDROOM HO()5E- - PESIGhI FLOW- 4 x L50 = (o00GPD ( FOTU R E POTS QT t AL TO 5 SE DRDOM5 - AT �50GR4 TIME A.t. FIXTURES To 8E C.ONiVERTElD -TO C0111115ER\'/AT(0I4 T1(PE TO Got4i_OR" -TO N\4S �t�IVtRONMEN�TAt. COti15ERVA7-lOt4 LAVV 5ECTt0tll 15-03(4 . 7-"&t , 5YSTa" W(LL SE ADEQUATE= FOR FIVE 5106N FLOW = 150 x 0.5 A 5 = (000 GPD) . USE P ERGO LAT 1 O t4 13 EDS Co t,I F OR M I KI & TO (N `15 C7 E C WIDTF-! = is FT. AKo APpI_ICATtoNl RATE = -150/o of APPLIGAT(ON RATE FOR, ABSOR PT (0 I�l F l E L_pS . RATE = 0.75 x 1. 2- = 0.9 GPD/5F AREA REQ'D. = (000 (o(o-T 5F 9 - AREA SUPPLIED = Z Z. 5)c (5 x Z= (WT 5 S F o K NOTES I.-TtAE FOLLOWING ToPOGRAP++ tG DATA MOT SK OW N A . GO IyTOURS A Pllo L-Ptv-I`.. 5. ALL- -TREE-5 - 50Me TREES 5HOWt-A FOR ORtENTP.TICX%A C . Sd)kTHOUSE ARID DOCK Z.5EPTtG-rAKl<, PUMP STPoTtoN $oxl_s TO BE OF PRECAST GOFACRETF AS tAAM0FfocGT0RE7_> i3*q Tl4E F'oiz-F M(L.LF_-R GoMPAN14 OR EQUAL. 3.(NVERT5 OF D►5TRIBUT(01�1 PIPES OF LeACk4 FIEL-V5 TO SEAT AN4 ELEVA-TIOtJ 1N IT" I N T�4 E 5A.MD`/ OSZ SP. NDY LOAM LA`q R=2 O;r- 1 N 51TU So BLS . 4.DE51GPl FLOW ?,AM-- 4.hlD 5TAI,1bA ZV5 L_E�(A F1'ELD5 T>A.KEN FROM NY5t7EC, �U$Lt- GATION TITt_Ep "D ESIGt4 5TAP1pP"izDS FOR WiQcSTE WA�TEj;? TREAT t✓1 E I�IT WO INTERMEc�tAtTE StZ.t=O 5EW/A�GE FAGlLlT1ES. 5. A. ALL ELECTRICAL WORk 5HAL.L CONFORM TO TR a LATEST EDtTIOt.I oF' T14E. t�-TtOM#, _ EL-ECTR lC. CODE- A4111D LDCAL-AMID STATE GORES 8. FLOAT 5W(_rCf+E5 SHALL 8E DIREC.T A•C..T(t lG AND FLOATS SHALL E3ECt4EMlC>AtL_ RE5(5TAMT POL%4 PROp`(LENE CA.SEO 51 M (LA lk AND EQUAL -TO GOU Lp TYPE AZ- 3. THE FLOAT 5W ITCR A W I R j MG- ' S� -R AL.L--TERI✓l 11�1 PcT E IQ A tJ E WIAc 4 X J U I�IC.TlOt�180X !/�OUtJTED l NS (DE Tt 4E PUMP 57-ATIOPt . C .POMP OPERAT(Ot-1 5H AL(_ 8 E By CO 37F,Ot- PAI`IEL5 MOUNTED I NS ID E-_TA 4E SASE M E1JT 0F=714E HOME.. PM3EL St FAt_t_ (t4,CL.UDt` ALARNA LIGWr) pkLARM BELL,OR BUZZER. PUMPS( -{ALL START Wi+SN MIDDLE FLOAT 5WiTCH IS AC-TtVATEO AMID SHAt-u 5HOT OFF WAEi4 WATER LEVEL. 11AROP5 1 "+ 5F-LOW LOWER FLOAT 15WITC.t-l. A•l-ARM SHALL SE ACTUATED WREN WATER LEVEL- AC.T(VA%TES UPPER FLOAT 5W MC j 4 . 1D. A MACG IQ ET(C STARTER W rT-" MAN UA I- ANn AUTO M AT(G OPERN-V k0 N4 5"A'LL BE PROV IDED FOR SI t-tGLE 'Pk4 ASE I l5 VOLT OPERATION. E. T}tE PUUIP OPEFATIoKj A%hlp (ZON,LTROL. W(RIPIG SHALL Fat= Ott A SEPARA,Tt= C%RGUtT FROM OTHER t-FOUSEHOLD SYSTEMS. �! 1= A%FTER im,5-rALL_NTl0l�l lS.0 C0PLETE TR-lE CONTtZACTOR 5t-+ALL_ RL 4-TAAROUC�K PN TEST PROGEpUR E W(T+i vVATECZ 07, WATEE WATER TO - AA'-T Sy STEv-4 FU(VC_T(OK15 PRO PER L`l • TEST PRo C-EDUR 5�4 A L L $E W tTN E S=>EO 13Y OWNER OR o W tJ ER '5 CRI- -PRE 51= I�1 TATI V E . a TYPE I D (ST'RI l50_T (O t-1 5' PROM( � tSTRtBUT to N - - p�oX 2 2 FT, ALL AROUKD 8ED PLAN 4'-o" I.D. CO►�IGRETE MAK HO LE , FORT M I LLER GO. OR SLOPE TO eo U Al ID I N MP•X. 5 LoPF- = 5 CIO MERGoRY t=LoAT 5w1TctiES VA I N . lvEReE REQ w REo. Z" OF STOt1E $A.GKFII.I (o" 1✓llt�l. � FARRIER 3MIt1. 4"PVG SCFtED. 40 (�( OVER PIPE f ATE[ZIAL � 1 INV. 7.9 H IGI-t WATER 4" O O 12" OF STO(�l E ALAR W( 8 • o TAIL- (0" OF STOI�IE °b 4"PERFORATED PIPE TOt�t -PUP Ot-1 TOUtJDER PIPE PVG 5DR 3(0 \ / LOW WATE IZ 0111 " To SEDROGk GROUIIDwk-TEi' OR (PUMP OFF) EVIDENCE o MpTT'LIt-AG (0•0 5 E G-C l O t'l p.�50RPTl0t�l �Ep DETA,I L N.T 5. LOCATION STAKE ,may,Vll-- AGGES5 COVER -� INLET- PTTCA 14" I FT M(I`l. CAU LlKEO JOI NT SAl�ll-TAR1� TEE - (5AFFLE5 MAY j3E l�SED N STE P•D� 2-0" MIN ll4 LET RING E 111111WHIII1 (t�IVECZTOF INLET 3" A13oVE N \/ERT j 1 I I __L_OF O(JT(_E-C I I U I L-1901D LEVEL U 48" MIN . - ( o`` MAX -LIQUID D EPTH SECTION PLAN It" MI(Q. PRECASz" R�st�S As REp'o. OUTLET - PI-rCi4 V8 " % FT. M t t"l. CP•ULKEp J0kRT - 5A%WrAfzy TE E (Z oN F FLE5 NU4Y Se USED -, o..� PRECAST GONGRE.TF . ET 1250 GAL. GO N GR E T E 5 E FIT 1 G T k MA960LE FRAME 4 COVER SLoPz \L w -r pumplo 51PIONI LIFT(h!G CKA,(N - HOOK TO WALL •uN1oN c"Elcx VALV Q 5ALL Va'%.Vtn (SKIT OFF) 5CKC-RULE `80 PVC.. FORCE MAII4 PUMP HIVROMATIC. 5P4OAt OR GOUL05 WE034 ( M CM(P1, t5 GPM e Z4-'TDH) ELEV. 4.5 FILLET CONCRETE r 9 t2" Nl tt�1. Z"Mtt�l. 114� ate, GL xt4 SP�tJD OR Dp.TUNI ARBI�AR�I - �ASEv p tit A FPRO X t M ADZ- E WA -TER 5 u-RFAGE o.o of t S/ Iz/9c LEGEND 14- EK(5-[-1NG CONTOUV, Zo -- PROPOSED C ooTOUR I P IRDN PI F'E F7OUm D TEST PIT PT A MRCOLA7164 TEST LOCAZ1a14 EXISTING SEPT(C., LAKE GEO RG E W. 5. = O.o v�P�L 0 _� 4, W � N w 0 o N W cri J CLEAN400T TA•N K - PUMP OUT 4 3 F I Ll- W IT to * 1 5TOti4 E OR REMOVE AND REFILL KOLFErl- �r c 9 lu 4" PVC- 5C+-1.40 - PITCH '/4 " / FT.10 12-50 GALLO1,4 SEAM LESS SEPTIC Ti4N K 4" Pvc SC-H . 4o MIN • PITCH `/S "� FT. I,/2 " PVC, F'oRcE MAI(`I 5vR ZCo (4FT- COV tR) 10' M uA.-ry P. 4"PVC 5DR 35 PITCH 1/8 "I FT. MIDI. 6 I D15TR1,6UTION oQO� $OX t IN LET CLELeV.=28•(0 A.PPFZ O �C . Lc<�-rt0f4 OF wA-I �R u tJt__ 5PUT LEVE L FRAME t-LOUSE Ex I5T. WASTE LJWE 10 0 0 IPP LG40 c.P.5t3 Ln N oaf N V t� N �� PUMPN I�IG N STATlO tit 0 13 IT. WALK 14- H EN1L..OGI� �G AA �Y EVeRGReAW,15 -0 40"PINE \PTOZ OQ TuR. Q SItJE `x22i' 'P�c -sva36 LEAr- "g" zewE{Z 1 OPROP05 Ep GAjZAG E WOODED ARC x ■ 30- t5' x 22'1t' „ ,! LEACH A . 8E0 23` 18 Q d 0 20'3 �6 DRIVE - 040 lo`a►�N. wAY Q4 S2-t 15'W cQ 13.31 ' TRAv E t_L�� M WAS N -�-- -CO ROUTE 9 L C�rZOvt .a � R`M o vA�`t� covEsZ ?- INvE�r ELE� OUTLET OT; + E SECT(O N PEA GZQ-,4SL- t hILET mliI4. 5 Lo I l 1 OUTL_r__ i�loTtS t . PtP1= Jo(NTSTo BE SEALED _: WITH A.5P1-tP%L-CtG MATERIAL. OR EQUIV'A"LEt.;T. Z, t tiIV EiZT EL;__VA-TIOtNs OF ALL OUTLe_T PiPE5 MUST BE E:q UAL. -� 3. 7-4E SLOPE OF O UTLET PIPES FROM I.�.ST �lS - TR t5jT10N Box -rO D1STR18UT021P•TEi2AL5 514 A L.L. $ E iig" FT. PLAN DIS e.�.-r. ►ZlBjT10N SOX 5• PLAN scA� E • l _ 0' RETA(NIt,IG WALL S I4°51' W (00.49' L fP TOWN OF QUEENSBURY BUILDING & C D DEPT. AUG271990 Lb REVIEWED BY �rNC�'� (-ODEDF*- DATE v FILE COPY TOMIN Of p�� NA,�MIIIBM'l1EtlT wiwoff kwmuft � r l l � tt� t111 lNS Y tw tt� � �w/���rMitM REPLAGEMEV iT 5EWAGE DI5PO5AAL• 5`/5TEM FOR DAV ID MO NTXWA. TOWN OF 0UEEt455URl/, WARREt_I COUNTY, NY DRAWN BY, EN IN f fR LW R �4` CHECKED BY SCALE: SHOW 817-1110 8 Z oo 90 N R6v�StU �.n IJ, , DATE: DRAWING N0. ' BOOK NO. 1 OF I P & L.. PROJECT NO. R. H. I RISH CONSULTING ENGINEER GLENS FALLS, NEW YORK