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1988-641 BUILDING PERMIT H W TOWN - OF QUEENSBURY No. 88-641 w WARREN COUNTY, NEW YORK ”c' o c:::D9cr- o �I ( Pierre Dumoulin PERMISSION is hereby era d I w OWNER of property located at Jay Rd. — Glen Lake Street,Road or Ave. a, in the Town of Queensbury,To Construct or place a Sewage Alteration 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. ro N• CD 1. OWNER'S Address is H ro Same t7) G 0 2. CONTRACTOR or BUILDER'S Name N H. Robert E. Roberts 0 3. CONTRACTOR or BUILDER'S Address Li W 7d a. 4. ARCHITECT'S Name 5. ARCHITECT'S Address En ro 6. TYPE of Construction—(Please indicate by X) pi ( )Wood Frame ( ) Masonry ( )Steel ( ) I--, rt 7. PLANS and Specifications a) rt la) rt No. New 1000 Gal, septic tank m9it only in same location as o• damaged tank as per plot plan and application. 0 8. Proposed Use Sewage Alteration $ 10.00 PERMIT FEE PAID —THIS PERMIT EXPIRES August 1. 19 90 (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.) Dated at the Town of Queensbur 25th Day of August 19 88 SIGNED BY ,e',"W711-/(5----- for the Town of Queensbury Building and Zoningctor Fcgibi.- 7-820. • °Wilt o tteeno UM FIL 5 / TOWN OF OUE-7.-MS.-: ----•Y COPY 1 . QUEENSBURY:TOWN OFFICE BUILDING . I- .0 `' - -:7 i j AUG261988 - Application to the Town Board of Health for Variance to the - Regulations of the Sanitary Sewage Disposal OrdinancgUILDING & CODE � DEPT. L �P F� 0"/A- Rime PumouLi.n 792 7221 1. Applicant' s Name: •Phone :No. Street Address : End of Jay Road, G.een Lake k RD 1 Lake Geonge, 284 NY1 5 City, State, Zip : 2. Agent's' Name: See above Phone No. • Street Address : City,- State, Zip : 3. Property Location: End ob Jay Road, C.ten Lake Tax Map No. Section 43 Block 1 Lot 6 4. Present Use of Property Res.idenee, Single Fam.ity pwetei.ng 5. Site Data: • A. ) Percolation Rate apnox. 5 Minutes per inch B.) Nature of Soil &Tepth. thereof Sandy .foam t0 10 pus feet. C. ) Topography: flat, rolling, steep % of slope Area oc. . e.p ,i.e. 4y-5.em .us genelLa.22y gat D.) If .ground. water, bedrock or other impervious material is apparent, at what depth 'does it begin? none. appah.ent ft. E. ) Water supply Municipal, ' well, other {ynom take, apnox 100' out F.) 'Type of system proposed drywell, tile field, other Reptacement oi'zeptic tank only, connected to exLsti.ng /seepage p.i t(z) G.)::` No. of Bedrooms 2 H.) Septic tank capacity 1000 . gallons ,. I.) Daily flow 300 g ..pa 6. Article & Section No. for which a Variance is requested: 1 Ja00:> S@.Append ,x A -S ti UXN0. Table '1 (page 1.9) A.) State specific provision Hontzovvtae 4epana Lonis Se.ptic tank to Lake Requ,uced- 50{yt---Actual-60+{y Sep i c:tank to Founds t-Lon RequiA.ed- 10 jt---Actual-. 4 it. . Septic .tank:to tot Line RequL.e.c1- 10it--�Actua2 6 i Cil 1a:1111r 1:. tllip4_1.e 1LLU11AJCWagL) LULLL-:U. -L- StateYhQiacJIo1djtion 7. or circumstance that compliance with the provision of the ordinance would deprive the applicant of the reasonable use of the property. Remonabte we. of the pnopvtty ea az a news.idenee. We cute bu11.d-big a new home. .to nepeaee one. deziiwyed by We need a zep-ic oyo.tem. Thvte way newt a pnvbtem with the onLg.ina.. zya-em.' The zeptic tank was, damaged du/Ling excavation 'on oun new iounda Lon and it being nepea.ced by a new, £ahgvt one.. • 8. Is there any alternate solution? Yes • No XX 9 . If there is an alternate solution, state the reason for not implementing • • 10. Is this property within the Adirondack Park? Yes No XX F • A plot plan of the lot drawn to scale must be attached, indicating the location and size of the lot, the location and size of the proposed sewage disposal system, any other structure and any special physical feature of the property which prevents total compliance to the ordinance., 11. Other comments • The new, 1000 gat, cone/Leta tank Ls .insta Yeed with ate p Lopvt a eated connect-Lanz 'which make t t waken.-tight. It Ls inztatted in the. zame .eocati.on az the otd one.. At the. tot .dine, .c t'z toccttLon poi ez no pnabtem. Ass .to the foundation;' .c t us conztAucted otc powted concfteie wa tz and hays had . two coat-6 of "Thono4ea.e" watvtpLoob.ing appt.i.e.d. Them L no be-,tit toea %on on the pnopenty ion the 4eptic a.nk. . ' ' Dated this 2 G day of i\u 19 � . • Signe re o Applicant 01.71vtL Of ilur141 DA 1 APPLICATION FOR SEPTIC DISPOSAL PERMIT 2DHIIiG J. D DES DUI. loan or cwtDislluIlr /'© a 1 r' -tD LOCATION OF PROPERTY FOR INSTALLATION ��.,1 7V A A-A /'- Owner's Name: -r-F/2/'? i 0a/f/YIU� Telephone: 7 —70 2 1 Address: , ) Ay R I7 �A/S' 1:--7q-I A 5 Installer's Name: R, 1- , Ro 15 (2 r5. Telephone: `7 q 2 -)y p f./i-1 Number of bedrooms (residential only) _9----, Total daily flow (compute @ 150 gal per bedroom) _ Topography: circle one: Flat Rolling Steep Slope % of slope Soil Nature: circle one: Sand Loam Clay rtptil' �i2,4/'I ith: feet Ground Water: At what depth? feet Bedrock or Impervious Material: At what depth? _ feet PercoLition test: circle one: not required required / rate6— min. inch. ' Domestic water supply: circle one: Municipal Well Other A-11- • , IF domestic water supply is a Well: • Separation: Watersupply from Septic absorption feet PROPOSED SYSTEM: Septic Tank (GOO gal. (minimum size: 1,000 gal.) TILE FIELD: Each Trench feet / Total system length feet SEEPAGE PIT(S): Number of A / Size each feet uy feet Size of stone to be used 11 / Depth or Thickness feet 4 4 4 W . 4 4 4 . 4 4 4 4 . 4 444444 4 4 4 4 4 4 4 4 4 * * 4 4 * * * * * * * IMPORTANT ...Please...LIST NEW 1iQU11'MRNT TO BE INSTALLED 4. 44444444 4 4 4 4 4 4 44444 4 4 4 * 4 4 4 4 4 4 4 4 4.4 4 4 4 4 * 4 4 illcl 10.®o . /Ac S s P r I C TA-A/1Z ©Avg 1 4.1 Sig-Ali i-Oc / 0,0 A--S DfM/ 6i3 i intrne _ (over) • Section II Septic System Inspections: • A. An applications for septic system installation, alteration or repair, as required by the Town of Queensbury Sanitary Sewage Ordinance, shall be.submitted to the Building Department at least Zd hours before start `: of construction and shall include a plot plan showing: • ].) the proposed location of the system 2.) ':location and distance to lot lines • 3.) :location and distance. to structures 4.)':::locution and distance to any water supply 5.). si•ze and dimensions of all tanks, distribution boxes, tile fields and/or drywells. B. • No system shall be covered before inspection and approval by the building • Inspector. Failure to comply with this requirement may result in the uncovering of the system by the installer and a fine of up to $150,00. C. An approved copy of the plot plan shall be available on the construction site.` l•ailure to produce said plot plan at time of inspection may result in_aninrmrdiate work stoppage. •D. Should unforeseen problems during construction prevent proper installation, • alteration or repair of an approved system,'a new proposal must be submitted to the Queensbury Building Department before further construction. • • • I have read the regulations above and agree to abide by these•and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. • Signature ons P of•res ible person: • Town of Queensbi,try Building and Code:lJepartment ' Bay at Haviland ltot►d - Queensbury, New York 12601 • • (518) 792-5832.' ••• • • n ' . Jown of Queeniur, BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME DUJOULIAJ LOCATION JA—f .aOI-1'0 DATE(V 26/ ?PERMIT NO. SOIL TYPE - Sand - Loam - Clay - Percolation Test Required? YES - emo Percolation rate - Min/Inch TYPE of SYSTEM: Absorption field, t eng . Length of e rench Depth renches Si of grave • SEEPAGE PITS{Number of) x jST1A (0 -- Size- ft. X ft Gravel size ' PIPING: Size Type Bldg. to to Li SC4 D' VL Tank .- . _ p beam _ d/pit f If C v Openings Seale. E® NO Partial LOCATION/SEP/ ATIS S: Foundation o tank Lift. Foundation o absorption 24;I ft:f- Absorption to lot line ft:I- Separation of pits /..�.ft. LO TION 0 SYSTEM ON PROP RTY(ci.le one) ron - Re r - Left side - \ght side - COMMENTS: /Ve—tili /0 o G SEP nL At,t'ic, fZ��L/1-eIA/‘ d -0 5 00 6 -59A4C- (a FrommPeo �,0 SYSTEM USE APPROVED S C2) Building Inspe tor 01/86 and vl AA• TOWN OF QUEENSBURY Bay at Haviland Road, Queensbury, NY 12801-9725 518-792-5832 ;. . TO: TOWN BOARD OF HEALTH FROM: DAVID HATIN, DIRECTOR OF BLDG. & CODE ENFORCEMENT RE:- - PIERRE DUMOULIN SEPTIC VARIANCE This letter is to inform you about the Variance for Pierre- Dumoulin .on Jay Rd., Glen Lake. A Building Permit was issued upon the Dumoulin's being granted a variance to build the correct single family dwelling and to tie into the existing septic system. The problem arose when the Dumoulins went to tie into the existing septic, they found the metal tank in a collapsing state. They therefore went and replaced the tank with a 1000 gal. cement tank. I requested they seek a variance in order to make everything legal because they can not meet set back requirements from the foundation or' lot lines, the required set back is 10' from foundation and 10' from the lot line. This is a difficult situation, I feel they have, improved the situation but can not meet the set backs. Quenton Kessner and I have met on this issue and have come to the opinion that. because of the variance issued to the Dumoulins there is no other solution. . David Hatin, Director Bldg. & Code Enforcement DH/nr "HOME OF NATURAL BEAUTY. . . A GOOD PLACE TO LIVE" SETTLED 1763 -44111.1k- TOWN OF QUEEN lim Q SB URY Bayat Haviland Road, Queensbu , .�; ry, NY12801-9725= 518-792-5832 September 28, 1988 TO: TOWN BOARD OF HEALTH` FROM: DAVID HATIN, DIRECTOR RE: PIERRE DUMOULIN SEPTIC VARIANCE 1 Per my conversation with Dan Mitchell, there does not seem to be a health problem, but it should be noted on the variance that there is the potential for a health problem. . He stated that. the Department of Health would probably approve a request of this type under the circumstances. ' "HOME OF NATURAL BEAUTY. . . A GOOD PLACE TO LIVE" SETTLED 1763 • EFA�M KESTNER ENGINEERS, P. C. ESTABLISHED IN 1955 CONSULTING ENGINEERS JOSEPH A. KESTNER,JR., P.E., L.S. ONE KESTNER LANE MARK L. KESTNER, P.E. TROY, NEW YORK 12180 QUENTIN T. KESTNER,P.E. • 518-273-7446 ANTHONY M. KESTNER, B.S. K.WAYNE BUNN,P.E. FAMES J.SHAUGHNESSY, P.E. September 26, 1988 JEROME THORNE,S.E.T. Town of Queensbury . Queensbury Town Office Building Bay and Haviland Roads Queensbury, NY 12801 ATTN: Dave Hatin Building Department RE: VARIANCE FOR SEPTIC TANK & SEEPAGE PITS AT DUMOULIN RESIDENCE ON GLEN LAKE Dear Dave: ' As I understand this matter, the present homeowners had obtained the necessary approvals to build the present. structure, utilizing the existing inground disposal system. What is now needed is an "after the fact" variance" for the septic tank and seepage pits. Obviously, the system is non-conforming in terms of the tank & pits proximity to both building and lake. This situation is undesirable and should have been addressed prior to the construction of the building. . It would, however, seem unfair and inappropriate not to grant the variance recognizing that the owners proceeded with Town approval; and accordingly, I would recommend approval. The owner would be asked to maintain the system in the best possiblecondition. Sincerely, KESTNER ENGINEERSS,, Quentin T. Kestner, P.E. Vice President QTK/mah MUNICIPAL ENGINEERING WATER, SEWAGE,AND DRAINAGE SYSTEMS SOLID WASTE MANAGEMENT FEDERAL/STATE GRANT APPLICATIONS • PRECISION SURVEYING AND GROUND CONTROL TELEVISION PIPELINE INSPECTION,METERING &SAMPLING CONSTRUCTION MANAGEMENT AND QUALITY ASSURANCE �- . . '� -0 . . , SFr. .. . , . y>rr . W.. w, I000GAL • Si PTIG rANK . III iiiit , . '. ''';' '' :— . . . ' . ' .. , , Du i'v‘°°1-‘,..._/\r . . . . . lc,, I' • .:.... i . i• :' S--P&GE"PIT . .. . • f A-x' t'lA P••-'� -c-r0ol l '/ 3 BLocK ! •Lo r (o • �..e q o U Q.I 3 - o ` 14 Jkl r'.NP Z Nv j` W ,� \ � • _•� '+3 t yr N � `2 � O I � a � �m �..,�_wit f/J.X y; e h � _•� � i � r