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2007-534 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20070534 Date Issued: Monday, June 27, 2011 This is to certify that work requested to be done as shown by Permit Number P20070534 has been completed. Tax Map Number: 523400-252-000-0001-075-004-0000 Location: 2999 STATE ROUTE 9L Owner: CAPITAL REGION PROPERTIES, LLC Applicant: CAPITAL REGION PROPERTIES, LLC This structure may be occupied as a: Test Pit/Perc Test Review By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070534 Application Number: A20070534 Tax Map No: 523400-252-000-0001-075-004-0000 Permission is hereby granted to: CAPITAL REGION PROPERTIES, LLC For property located at: 2999 STATE ROUTE 9L in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: CAPITAL REGION PROPERTIES, L Test Pit/Perc Test Review 1754 CENTERAL Ave ALBANY,NY 12205-0000 Total value Contractor or Builders Name/Address Electrical Inspection Agency Plans&Specifications 2007-534 DEEP HOLE PERC TEST $200.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,June 27,2012 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of ueen jry; on ,2011 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Town of Queensbury■ Building&Codes Enforcement Office•742 Bay Road• Queensbury,NY 12804 DEEP HOLE/PERC TEST Request for Town Engineer Review Property Owner: A loA Go d%+ei n Phone: G S(o —918 03 Property Owner's Address: 299 R� 9 L `.�Ln ks eame- N Y IZVY57 Location of Test: hul% ►am'S BGty ?asar t' Tax ID#: "Applicant's Engineer: 7-bm Xarrl,"ff" Phone: 71 3 -2` 0 7 Applicant's Agent: -Pho l Genfrier Phone: $'7-7 - 5783:t Additional Notes: 1. Reason for Request? New Septic System El Replacement Septic System L,�N Failed Septic System Subdivision El Site Plan Review 2.Are Wetlands present? YES X NO UNKNOWN *Note: Applicant is required to engage an engineer for design and testing of the system. The Town Engineer's responsibility is to witness system testing only. PLOT PLAN: Plot plan, to scale, to be submitted with application FEESCHEDULE: CLa.--1-2-00 FlatF Date Paid: 07 Check No.: b. OR Fee to be determined during To Be Determined: Site Plan /Subdivision review process SIGNATURE: In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may engage the services of a qualified professional consultant for expert review and recommendation arising from the carrying out of the provisions of Art. IV, including but not limited to the review of plans, specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep hole and percolation tests, system installations, and any other aspect of any matter contained in this Art. IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an invoice for same, whichever is sooner. Such costs shall not exceed $1,500 without prior written notice to the party to be charged with same. My signature below indicates I have thoroughly read and understand the instructions, agree to the submission requirements and have completed the application. I also fully understand that additional engineering fees may be necessary per Town of Queensbury Local Law 136-14D. SIGNATURE OF APPLICANT: Date: SIGNATURE OF AGENT: QDate: t O 0 /'a u.l e-jt,-;n 71n e.r' Original (B &C File) Canary (Planning) Pink (Applicant) Gold (Town Clerk) Queensbury Buildino.& Code Enforce Re ideintial Final Inspection Office No. (518)761-8256 Arrive: am/ Depart: am/Pm Date Inspection request received: Inspector's Initials: PERMIT NAME: LOCATION: DATE. TYPE OF STRUCTUR Comments: Yes No WA 4' Build by Number Address visible from road Chimney,Height/V Vent/Direct Vent Location Fresh Air Intake 3 Inch Plumbing Vent through roof minimum 8 Inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 indies,or more Handrail Termination at Newell Post or Wall Interlor/Exterfor Railings 34 inches to 38 Incim Deck Bracing/Handicapp!Ld Ramp Compliant Grade way from foundation 6 Inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off evosed/regulator 18 inches above grade Interior Privacy I trim/doors/main entrance 36 Inches Bathroom/Kitchen watertight Safety glazina/Window In sUkwells w*Y glazina Interior Smoke Detectors/Carbon Monoxide Detectors Every level: _ Every Bedroom: Outside every bedroom area: Inter Connected: - Better y&ckup: Attic access 30 inch"x 22 Inches x 30 inches(heWhQ in accessible area Crawl Spaces 18 inch x 24 inch access, I sq.ft:1 50 sq.ft.vents 1210room Fans,if no window Pkimbina fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 ft. Ememerw egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace"-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fire proofina/%hour fire door/door closer Duct work Sealed pMWy Gas Loos In Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Smoker In Bedrooms Flex Gas Pipe Bonding As Built Septic System I Sewer Dept. Ins on Sticker Site Plan /Variance required Flood Plain Certification,if re wired Okay to Issue C I C or C 10 1 Temporary/Permanent I LABuilding&Codes Forms\Building&Codes'Jnspecfion Formeftsidental Final Inspection Foffm_rewised_100405.doc;Revised January 7,2008;Revised 6/28/08 LAkE CEORGEc•s./�•: T• �ss� cs•9,er B.In/tA �P1f7� J�lco aus J J lJ .! 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Aug. 19,1999 (page' 9 of 9) t /) I E� Z01.�1 01tO��t�1•ICE OF ��lE�W�101�gV��N3�3R VWDLIL XUT1JGRjT IZ'%cM OF.A, GLSoLuTlou Vehicle Parking and/or. storage of Water Craft and Hater Craft ��..• / /,• Y 24,490 b T on trailers. / j � i T �J � Z11L.Rtd1iF►CL.tT1*�1 THIN TM13 MA►! �✓A3 Ptt�tt•� � «.—. Y H 2. No Land Clearing or grading, is included in this Plan. �(�C ;O:: ` ` I /•p T booRoM �y ,4�CTt7�t. St��Vt��/,J�KCa 13 Go1R>ttf,CT. wr`�l"138VR� ppLAN41ilCi '6OA►Tt0 3. Dunham's Day Lodge is Full Service Resort, consisting of 54 Lodging Units /�92• ; ,9 Cc999 �. ' �''J Al� ALEw^N, , ,. 4. Permitted Uses', for which Sub-division Lots could be used or expanded. 'r 4 i' {� A4�:6tW T. F'1• Ga�Cly/�Gk, } � � � uY s ucawsa'+►�►��q RR-3A Lot $1 Lot 02 Lot L3 Q A/�� Single Family S.F. Residence 300 Sq. ft.fiunting " //�,y�• �:!'�.1 ( ,•' e• ♦♦♦ Residence Timber Harvesting and fishing Cabin N� �fyj ) •• , �N' f(� z, 300 Sq.ft.ilunting & I/= � • ��• ',l' � �\r Mc�o E/.•. Fishing Cabin. S • ,R C-42 N.A. Single Family Res. N.A. I f 1y /s!•3S' ,y�►•x, ei A• • � X, • 500 S. Ft: Hunting ,, (��j31•f � .,� b° • 's °` a& Fishing Cabin • O � LC-42 (site plan Recreation Center & fy \ . 3 y0• , ^ _ llor ♦ • Lodge. Commercial ryE A., Mee Co.vrE.�ce.'.vGy s1''y ,+� % ,1 ti 3I73g , • AfA P Boat Storage. • N To /y3• 4' ' � ••• •, Camp Groune. //• •� h �'' •••. . e ,• ,.._ n rye .Q.4r4r .j►f Aol0 WO 0e t C Table of setbacks ofn/33a t .;� v �' OF peopo SEp sud DlUIS✓oA! Minimum •�Na,dn�aa. r ,SO3 • ,;'�b �' o� ! A N D,S Of 00 M �. .• P•rest ,1 , ti ti N ,T,e• is KATHLE-EN . A. SALVADOR er•. wirm (feet► •r Lot I»be w s a �. •• +� _ : 'hwirilt 1 Lome (aer«) (t••l► From 8iie Rear P♦e le ' (i♦et) ,� RR•3A 3 20 bo - 30 76 �5 y 40 •Z� q .� r---� .�„-.,..;:y �• S =��_'� ��"Gw TxIE Ko TMWISTERtY .00A Off/ ai THE AUW#Y A�rA1Al r44Cr LC-43 �3 400 100 100 190 !i �/ .•• � , .� ; �//`'!� owK of QviEi1LJ'I�itltY wMER�!'N G�ous/tY KEw NowtK • ' JAt V.90 o,e , •''k. ti �0`_'�• y �9° •�EEO •E'E,FE/PE/✓CE Rzu/SEp O C T. /9, 19909 .CxAr11,,CEEi✓.4. X. .4AlIle t f•P�i✓Cy :y/� ��P.1C•j- v', .0T.O. "Id. .?A, /9f3 SGy/.�62 ;:. �.�E�AFAt.E� ly / 9� N�OY 19 J.;( � G'OI�GTE.Q $ Af CCDR.AMCAO a ••, J ems:J ,�Q �oT T►�4�C �"IA P • SECTle a/ /� .C/CE.V1Ed U.vD •J'E/.t�Eyetr �f/ o�'o� yet B,Ccrx 9s ."Y .rr�arr 1 /� y.?o.:E j•�iQ,tCEL • /T / E L�.l.E 6XeArj' .s.Idts, Ar'll 111 .` , t f GENERAL NOTES: G-1) BASE MAP TAKEN FROM SURVEY&MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. ON A MAP ENTITLED: -MAP OF A SURVEY MADE FOR CAPITAL REGION PROPERTIES. LLC,TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK"DATED: 12/14/06 G-2) LAYOUTS OF EXISTING h REMEDIATED LEACHING SYSTEMS ARE BASED ON LIMITED FIELD MEASUREMENTS BY e JME, NOT FROM AN INSTRUMENT SURVEY. LOCATIONS SHOULD BE CONSIDERED APPROXIMATE. 9 a Fo Wy} o to '3 E . ` _ > 4S ELBOW > "� YEDAT I z SITE LOCATION PLAN I WWI � SCALE:N.T.S. ®® +' 4S ELBOW h TEE CAPPED W/ PLYWOOD - :. �.'' FORMER TEE PERFORATED 4'0 PVC 11 PRE EXISTING EFFLUENT BREAK OUT V SCKE:N.T.S. SHUFFLEBOARD n PRE EXISTING EFFLUENT LEACHING LATERAL SUBSURFACE INVESTIGATION: ' COURTS '� SCALE:N.T.S. (LOOKING SOUTH PARALLEL TO ALEXY DRIVE) PERFORMED BY JME ON 08/07/07 v TEST PIT III 1 ti 0 - 4' BROWN LOOSE WELL GRADED SAND a a' - e' HARD PACKED WELL GRADED SAND>8' GRADES TO HARDPAN PRE-EXISTING "LOWER LEVEL" LEACHING SYSTEM LAYOUT (A7 a L SCALE:SEE GRAPHIC SCALE WATER ENTERING 0 6'3" AT TIME OF EXCAVATION GRAPHIC SCALE FAINT MOTTLING (?) AT 4' On 30 0 15 30 60 120 w PERCOLATION TEST All o TEST DEPTH: 24-t " SOIL: WELL GRADED SAND ( IN UT_ ') STABILIZED PERCOLATION RATE OF <5 MINUTES/INCH o^ 4 0 a o W Sqe, Y z ' 3 I 1 u C Qom' a 0 m x 0 D: W Q N d < KY .. ' a LEACHING SYSTEM REMEDIATION�o rl r�LEACHING SYSTEM REMEDIATION I �P.�.' 11 V SCALE:N.T.S. LLJ SCALE:N.T.S. 0 o z m a \ D in E CONNECTED TO EXISTING UN .°c 1MMI1 W/ 4'8 PERFORATED PIPE ®m Q -0' 45' ELBOW AND TEE $ LEGEND: (2) 30' 4'9 PERFORATED P It LATERALS i CRUSHED STONE BEDDING 08/23/07 A SUBMITTED AS RECORD PLAN PDF o EXISTING / BY OTHERS: (51MDEt3t35'LONGtIT3'*DEE o EXISTING REMOVED: I DATE REV# ISSUED/REVISIONS BY 7 SHUFFLEBOARD W Y W W 1 E PROPERTY LINE: . ,� I , , COURTS LOWER LEVEL SYSTEM REMEDIATION r1IrW o EDGE OF PAVEMENT: 'o LEACHING SYSTEM REMEDIATION: I s LODGE-WASTEWATER MANAGEMENT g DUNHAM'S BAY RESORT REMEDIATED. "LOWER LEVEL" LEACHING SYSTEM NEW YORK STATE 9L TEST HOLE: S �7 SCALE.SEE cRAPHIG scALE QUEENSBURY,NEW YORK o PERCOLATION TEST: (D a DETAIL GRAPHIC SCALE 0 1 30 0 15 30 60 120 JAR= - MARTIN ENGINEERS, PLLC 0 DETAIL REFERENCE TAG: PROFESSIONAL ENGINEERING 0 SEE DRAWING/FOR DETAIL H.THOMAS JARRETT o Dt (IN FEET) P.E.#57509 12 EAST WASHINGTON STREET PHONE'.(518)792-2907 iC PHOTO DIRECTION - coavRicHr©2007 GLENS FALLS.N Y. FAX:(518)798-1864 3 0 PNpTO NUMBER PHOTO LD.: �LOEsI� "E"�N��F AUGUST2007 PRO#06-100 SHEET'. 10F1 ci SEE DRAWING/FOR PHOTO 4 BASESHE-SIZE.2263 PLO-TEE/REVISED:1212/00 12'.00AM 4e•= 11 P• 1 l 1 Y r ro� y N r I Mu: " • x v x r ,. Y ^ • � w 5 y ' rT - "