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2007-631 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: P20070631 Date Issued: Wednesday, February 29, 2012 This is to certify that work requested to be done as shown by Permit Number P20070631 has been completed. Tax Map Number: 523400-226-016-0001-037-000-0000 Location: 291 CLEVERDALE Rd Owner: BOATS BY GEORGE, INC. Applicant: BOATS BY GEORGE This structure may be occupied as a: Septic Alteration Commercial 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&C e En cement 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: P20070631 Application Number. A20070631 Tax Map No: 523400-226-016-0001-037-000-0000 Permission is hereby granted to: JOHN A BROCK BOATS BY GEORGE For property located at: 291 CLEVERDALE Rd 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. Tie of Construction Value Owner Address: JOHN A BROCK P.O. BOX 84 Septic Alteration Commercial CLEVERDALE, NY 12820 Test Pit/Perc Test Review Total Value Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2007-631 BOATS BY GEORGE DEEP HOLE/PERC TEST ENGINEER: Tom Nace REPLACEMENT SYSTEM NO WETLANDS PRESENT ONGOING SITE PLAN REVIEW $35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,June 19, 2009 (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 To , of ens ,June 19, 2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement For an EPA homeowner's guide: http://www.er)a.goov/npdes/pubs/homeowner guide long customize.pdf _,._.. .,.. .; _ ___--_:`OFFICE USE ONLY_____________________`mot ,/ ` 7 TAX MAP NO. PERMIT NO. - ERMIT FEE �� � .;; s !� 'i APPROVALS: ZONING TOWN CLERK - ' : 1 0 _ �y APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. ©�cO1r►n o✓ ��S . OWNER: L3045 '0!1 �eeo��e INSTALLER: ADDRESS: QU S V4 F0.4 T e ` ADDRESS: Me4 d'0,b"..I,_ PHONE NOS. -713 5452- PHONE NOS. t2b5 -I I Z" 40,7 0 LOCATION OF INSTALLATION: 500J5 101 &Ngp✓cJ.e r 7-9 L G k RESIDENCE YEAR BUILT NO.OF X COMPUTATION= - TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older O X 150 gallon per bedroom - Q GARBAGE GRINDER 1981-1991 o X 130 gallon per bedroom = Q INSTALLED? 1992-present X 110 gallon per bedroom = 0 SPA OR HOT TUB INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE SLOPE % ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? Z D BEDROCK(IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is:( ft) L a k- ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH(TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: GALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ABSORPTION FIELD(WITH NO. 2 STONE) Total length ft. Each trench X []SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? fiKHOLDING TANK SYSTEM Total required capacity? 3,OD O Tank size? I Soo Number of tanks? 2- NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read a regulations*Resp .ible this application and agree (;gg 1-8256 OR EMAIL to abide ese and all he Town of Queensbury sburv.net Sanita age Disp I MORE INFORMATION burv.net 5 r © � ig atur of Person Dye QTown of Queensbury - Community Developntertt Office - 742 Bay Road, Queensbury, NY 12804 PROJECT Boats by George—Cleverdale Marina JOB 47459 SHEET 1 OF 1 SUBJECT Holding Tank Buoyancy DATE 118108 BY TAN 11 t { I i t 4 T i fill 771, (gg !! I k . I -i_......_ .— 3 ( T.. ' I 1 V 0f..- •Nf { K�M l ( , d .. t t _._..a_ �( t y I I t — ��I• x cy� I t I ( f , ..{... .......p .<......... j _ 3__._..._... y. ....... _............. _ _r,. ........ _ d .....,_p , , ....,. s T ( i f ......... '__?� _�_ S _ �4 Zc... _. _ 'z 7� _ I G #1. 4. .... ..� t_"O I1' 9 3 1 i E P r , f { i , I I ( o- ........... { '._._ ( x 5'fz f v5 /fits Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building &Code Enforcement Arrive: am/pm Depart: _am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector`s Initials: NAME: R J PERMIT NO.: ` LOCATION: INSPECT ON: 90 RECHECK: Comments and/or diagram Soil Type: Sand Locim Clay Type of Water: Municipal II Water Waterline se ratid`n 4istance ft. Well separation 'stance ft. . Other wells: Well Casing Length 50 + - Y N_N/A ..� Absorption Field; Total le th ft. ���L �— Length of each tre h ft. De h of trench ft. Size of Stoik Seepage Pits: Num e e• x Stone ize: Piino Se Type Building to to Tank to Distribution B x Distribution Box to Field it Opening. Y NN Ca Y Inle Outlet Pipes&Baffles Y Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear 7 Appro ial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc 08/11/2008 11:36 5187928511 VAN DUSEN AND STEVES PAGE 01/01 NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 August 1.1, 2008 Project#47459 Mr. Charlie Ayer VIA FAX 745-4437 Building& Codes Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: Septic Holding Tank System Boats by George, Cleverdale Road, Queensbury,NY Gentlemen: This is to inform you that i have inspected the installation of the holding tank system at Boats By George on Cleverdale Road. Based upon my inspection, i believe that the system has been installed in accordance with the approved design drawings and Town Code requirements. Please call me if you have any questions. Sincerely, Thomas W. Nace, PE Cc w/encl.: George Pensel O'Connor Construction Q ah 10 ► �/lo► Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:/I am/pm 742 Bay Rd., Queensbury, N 12804 Inspector's Initials: NAME: PERMIT NO.: LOCATION: INSPECT ON: RECHECK: .. Comments and/or diagram Soil Type: nd4koam/ Clay Type of Water: Mun iZV61/ Well Water Waterline separation distance N 7 ft. Well separation distance + ft. Other wells: ft. Well Casing Length 50' + / - Y —N/A Absorption Field: Total length ft.Length of each trench z ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field / Pit Opening Sealed: N .� ��.. (r ` V`- End Cap Y_N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft./ Separation of Pits Conforms as per Plot Plan _Y N Engineer Report and As-Built Y N Location of System on Property: -- - . Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc 6 1 Town of Queensbury• Building&Codes Enforcement O ,e•7 Bay Road 4'�e�sbu , Y 128 DEEP HOLE/PERC T T Request for Town Engineer Review ` Property Owner: I 04-�S )SLI CQ4f16,r-rj 2 Phone: Ste` S 3 Property Owner's Address: dr- --o VQa Location of Test: 6CK U,I. Tax ID#: IZb.11� — 1 '37 �S *Applicant's Engineer: —(����,.,,` I�A ac-< Phone: "7 4 s- 44-oo Applicant's Agent: "��p,rKo� I%40L C e Phone: -74S- A kcyc) Additional Notes: 1.Reason for Request? 1:1 New Septic System VReplacement Septic System 0 Failed Septic System El Subdivision Site Plan Review 2.Are Wetlands present? YES 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 FEE SCHEDULE: f a. $ 200 Flat Fee Date Paid: Check No.:KI r's 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 $1,500 without prior written notice to the party to be charged with same. My signature below indicates I have thoroughly read and understand the instructions, agree to the submission requirements and have completed the a p' ation. I also fully understand that additional engineering fees may be necessary per 77#n of u ury Local Law 136-14D. SIGNATURE OF APPLICANT: Date: "0 �9 a T SIGNATURE OF AGE Date: ��/ 0 7 Original (B &C File) Canary (Planning) Pink (Applicant) Gold (Town Clerk) 1 p Lmos H MAP REFERENCE: HARAMirOF MAP OF LAM TO BE CONVEYED BY SCOTT W HENDERSON LANDS i OF To FREHOFER PIJ$in MOORING POST MARINA.INC. BY; COULTER&McCORMACK DATED: AUGUST%1971 V2 o f 77/77//; 'IOC TYrE A Bill ail aw X OF "low Ic -v, co LOCATION Or 1 .1 130 -I`. S_N 0,EASi LANDS N/F OF 137. FORILANDS OF BROCK FREDERICK 1;4 sit­7 4; 4) Q 0 I x _j BOAT STIOMAJ AND PARKINGAll 0 1' �' 1\ \ ' ° L9 _ 0 or o0clim 32 DOCK ASMALT 32 PM LANDS Of 34 36 OROCK of ove"Mill __j 35 L z Wool MIAMOD o "Ouse vwx 0 M COMMICD STOW 7/,�7/77/77,77 I 0 30 M , BOAT STORAGE MEA aill LALW.4 WAS WAS" 580t sq. ft. 40 SrSir Willill ////­­ 1 X �1%)p49M = 96 X AM PJAMNS, AM O.21t acres 9991 JIM SIX I AREA I/ ASPHALT 15 EASEMENT __7 23746- c! FOR LANDS OF BROCK 24 .Ee�slm 2G 27 V) O"ICK 1 I C is 21 23 12 22 7 /A 26 '052 2 STORY Wil < "ME"LES AM Sam" FARM Sf DOCK Z/ <= J/ 1% 5,B.'� a as GE Z/ 111amCC Z� L �It <PAJ A we 15 Jill <= z ASMALF t GAZWO PAMM RAW I EL PARC 8 ( V i ! I 3T f 3 C'Q 0 N95 <: c�4 M71.14 BOAT IIJ rW A—21Sr 2— DOCK 34 TOTAL BERTHING SPAT ON DOCKS I 2,V SUPS Foot AVERAGE 25 SEASONAL SUPS VESSEL 1 V2 STORY WILDING6 01"LAIJ SLIPS BOAT 50#0WROM AND STORAGE 3 GAS CUSTOMER SJ - er C LAWS NYT E JIO P> z 0 EVANS _ 0 r_ LAKE t z�j Z GEORGE z / J 0 r/Z) Jill rME A > a am LAMY POMMIT 0-MOMONS SM STAMSTIC6 a OX OF LJJ PERMIT No.52S4-96-02 5 TAX KV pJARMS.224,12-1-37/3$AND 22612-1-1 summm -PARGIM A-0.64 ACRES C26053 ED 312 TOTAL MM7J SPACES ON DOCKS fOR AVERAGE 24 Z6 Xb"j -PAIM 6:LR7 ACRES CW.W Si INJ-A M 01'6-24' SLIPS SMALL 5E USED ONLY I M -PARCEL 0 046 ACM JJ Sill . -A MNMIM Or 3-24'SLIPS WALL BE USED ONLY f(* TOTAL SM AJJ 2.77 ACRES aWA4O SF) Di JwL 21.2007 BUCK LAJ BOATS WALL BE UVED TO 80 VESSELS IN AREA"0' ZONNJ WJ-SPECIAL Ill fOR CLASS A MARNA PAVAkm PArjwG I A MM" M IN OF 105 CARS. SOME PAFJQ% THE a W AS HEED. moms TOTAL MOOR AND OUTDOOR VESSEL 5MTJ AND STORAGE DLIJ SEASON 147 VESSELS MAX SITE MMATION i.I Feb 15.2007 10 11J VESSELS J WINTER pAjVLEDM AKA, 15.114 of 2423Z J+GRUSM STONE. Wft7s 5Z W=AND oUnx)oR STORAGE DURING WINTER SEASON 1W VESSELS MAl PM1!MJ A1JJ 4JJ 6f- 33-U 6ENE2AL REOLOW rAl 205 SPACES per FIMMIT ETOIJ CONTROL MEASURES TO Or MAINTAINED tj ACCORDANCE WITH STORMATER CONTRA.REPORT pRopi PANW.*U*SPACES EXISTM "ZrAJ BY VOMAS,W.MACE PE 2 ACCESSIM PAMQNG SPACE PROVIDED EA SnN6 C*VITIONS SITE PLAN A10 MAFJNA PMIT BOAT CLEAMING IN DESIGNATED AM comIrIONS WMM AREAS A.B.C,AM 1)AS INDICATED. BUILDING SMACAS SITE PLAN SCAM. r,--9, M""PLANTING ALONG MA50N ROAD EIGISTING moum LEGEND: REAR,FRONFROND, 30.0 25.0' WO :FENCE LINE SIDE(Fil 25-01 MANNOLE WE Call 25.0' E— 1 Fm PON ROD FOUND m po.I BAR FOUND MXDIJ MJ-EXISTING SHEET I OF I CKWO.CAPPED LION ROD FOUND BRFO.BAINEY ROD FOUND IM.UTILITY POLE CJ NO.Gem IP ( 31 LIGHT DUTY MANHOLE FRAME FINISH GRADE AND COVER (TYP.) MAP REFERENCE: / LANDS N/F OF SYRACUSE CASTINGS #1304B OR EQUAL MAP OF LANDS TO BE CONVEYED / HARADEN GRASS #2 CRUSHED STONE BY SCOTT M. HENDERSON L N/F F E-ASTNG PAVEM04T TO HOFER #2 CRUSHED STONE � '� PITCH CONCRETE EXTENSION RINGS MOORING POST MARINA, INC. ( _ ° RINGS AS REQUIRED iv c BY: COULTER & McCORMACK { DATED: AUGUST 9, 1971 341 ( - - - o° o ° .Q4 z +* U E =III=111=111_ � ° o• •..:.. --__ / O . :o. o.: ` SEyyERCIN7XlSi1NG 4"pVC r- - _ _ _ - - __ _ _ _ _ - _ - _ , - -I S85 54'47"E 142.22' -I I-I 1(-I I a o _ _ _L__r- / �O a 0 4"PVC 0 1/4 In./ft. - - - - +O � �?�� =1I I=�=I I I -� NEW HOLDING TANK E ALARM #1 - VISUAL ALARM , (- { ,� N11=1 I I=!I � _!I 1=III-i+I=I i I_i I I_I I I_ _ �-11/1J�G11�� ° LIGHT IN OFFICE E ALARM #2 - AUDIBLE ALARM IN OFFICE _.._ ..__ _ _ - - _ J I { 341 / / // �� FILTER FABRIC + ACTIVATE SELONID TO I I/ -_ J /1� 338 .I 11=i I I=III-III o = SHUT OFFWATERI I I{ {-) I- OVERLAP ON TOP SUPPLY I_=!!I=11 I-t LI-1 11=1 11=1 11=1 11=)I{.=111.-1 I f=1_I I 11=1 111�=i 11=111=I I I=1 - - - - - �� dRF / / / _ MERCURY FLOAT I INSTALL THIRD 1,500 GALLON TANK `` o SWITCH WITH MERCURY FLOAT / WEIGHT (TYP.) SWITCH WITH I I IF WARANTEb BY FLOW MONITORING DURING I \ f /// ,�► �LT WEIGHT (TYP.) { I FIRST YEAR OF HOLDING TANK OPERATION I STONE TRENCH 1,500 SEPTIC TANKS_-, NOT TO SCALE HEAVY DUTY H-20 RATED I I { ba FORT MILLER OR EQUAL I I I I �`���R If too IC04 o°c� 0 0 00 L - - - - - - - - - - - - - / - J 0 0o0O - - - - - CRUSHED LANDS N/F OF PROVIDE 3" SAND OR--�-� 00CQ 340 // STONE is BROCK PEA GRAVEL UNDER TANK r j NOTES � 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK Jill!, ll! STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE41.1111 50 / f � _ OLDI�� TANKS AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. ;, I H If 1 337 I NOT O ri s B I= T SCALE 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR 01 I g 0 GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS k 'flit -1 x / PF ` ARE UNSUITABLE, 6" OF CRUSHED STONE SHALL BE PLACED AS a < < t1 o �S855 = ... .. 136.83, 337 NECESSARY TO ACHIEVE A STABLE FOUNDATION. to337 C;RU&w am ll 1111111 1 STONE / 1 ___ \ " 11 10' EASEMENT( - DOCK 3. MINIMUM TANK WEIGHT OF 23,700 POUNDS IS REQUIRED TO KEEP TANK ��� � �_ � N85*&4 50 W . FOR LANDS OF B OCK LANDS N/F OF FROM BEING BUOYANT WHEN EMPTY. IF TANKS OTHER THAN FORT a �137.86 _ FREDERICK y ,' ••- ..._ . � 0 3 MILLER HEAVY DUTY ARE USED, THEY MAY REQUIRE ANTI-FLOTATION DEVICES SUCH AS EXTENDED BASES OR DEAD-MEN TIE DOWNS. 0 o� 339 ` / y/ / I '� SUBMIT TANK INFORMATION TO ENGINEER PRIOR TO INSTALLATION. / 00 ASPHALT / 3 1 0 4. THE HOLDING TANK AND ALARM SYSTEM SHALL BE INSTALLED IN in Q v r N N House ACCORDANCE WITH QUEENSBURY TOWN CODE SECTION 136-11, a Z HOLDING TANKS. •� IPF RET �� Q = `ap CO BOAT STORAGE ��D I R ANVG W,euL RETAINING " Q,� 0 W � �w 337 - AND PARKING STONE // �'� - -__ - S85'25'00"E '""� 00! C - ---- - 212.9----3--__ - •� M 4 4) LA- /'• f t��// S 5'54'S I O � O IRF 13 / 338 ` / // /' / / / 18F I I M " 335 -`.,` N ASPHALT •-� C Z I t„tlYE LANDSBROCKF OF CRUSHED STONE STREET UGMT 10 ( O Q o HOUSE }. BOAT 5T '/ y dE�ati� P��%JT/ I i j j O QUICK L N DESIGNATED G� // /// / I ( AREA O - --__ ow 4 AND PARKING AREA Sr ///�/ /SEE DETAIL // / / f' � I 13,58 0t sq. ft re�o��/ 0.31± acres �n ASPHALT / C� ,� � �. �.�....... " L z V! ,/ / / 1 / 1 \ _S\15' EASEM_EI�T ' S85_37 40 E 237.46' ---- c� / b ' I `/ C \ FOR\LANDS OF BOCK 3 0 ""' 325 / I �^'� C1r FLOOD uWtr � � \ \ 1 I ttEDr� -� --TO DOCK _ �J / ( / 777//�� �' �5' BOAT 2r* 27 I i 1 CIO 337 \ OFFICE dd 112 Q I I I \ I / 20 0 � b / 2 STORY BUILDINS °. I 1 1 I 1 / II /�//i1 a 23 C a / I OFFICE. SALES AND SERVICE A�P1lALT ('� f a ti! d� / x / LIGHT PARtWG V I 1 / / / / /fit A �/ ° 16 � � ac 6.Od2 Sr ! 1 A I T P I / / /GRASS / .• d,: ° 17 RETAIL I o' 1 i{O T 5T GEI j 20 / 1 // iq l ai 1'► /I 5 REST ROOMS NI 1 1 1 I / l I / GRASS / // / / / / // DOA 5 GE / //j//// ° cc .60WRETE 13 m9.4 'N I I I // l /l . If l // ////// 1 a 4' <. . 14 15 e ( 1 / \ l / / 10 ROOF LIGHTEDCAN ABOVE DOGK5 ° COIOGRETE c ° A,. HOIST I = I / ` / / / / A�J'PHALT PARKING 1 Ifu .'�W WILl�KATiON DASH / /` d SftED 11 12 I SUPPORT Q / / / WfM CONCRETF GOVER AND GRATE // a COLUMNS / n/ :n / / i I 1 / / CWZ DETAU // ! I -�_�r TC�Ft ASPMII�T A5 NECE5KARY ° ° Z ° . DUhPSTER / 3 z / F� / / --- r.- / ASPHALT FLW <=rs �1 I / /I 17l \ \ (\ \1 / 7 8 q M NEW STONE TRENGtt // PARKING' 'a � ( r \ \ / e DOCK OD C OD � LIGHT V I `\ L\ f 1 I ° ... 2 � 5 1 U / // \ ' / } I ` \ \ 17 � / // � / 1 f / PL�IPS N I _ a N \..,/ � - _ � \ � ( I I I ( II i .. ti-., .. ( ,, s:;.,,,- , .,.. J �• �' CAI \ i DASH \ 4 W �1I151NG 5TCW TRENCH / RAW DRAM � 338 - _ _ - � � -" \ I I ASAIMALT P ODE RE STRUGTED / CSEE AU 1 \ / 337 ` \ / / \ / / G l T fATCFt ASC ALT AS NEC�E55AR1t' I BOA`'i•\RAMP i ` I I �° 412.s9' Dour 27 TOTAL BERTHING SPACES ON DOCKS 336 \ 38 BOAT SHOWROOM AJIIL INS LJ T ' I ` i 1 1 i 325Iff FOR AVERAGE 24' X 8' VESSEL �s !� / I - 12 SEASONAL SLIPS N z � N /1 20 eoATS FOR c�It LAt�It I �o _ 12 Qt�GtC LAUNCH 5L�"5 (� � � W 337 1 / r //+ &27 Sr I I LANDS N/F OF 3 GAS CUSTOMER SLIPS 0 a PARMNG I ROBERTSON LANDSEVANS QE_._. �j �✓ C \ O z ' I PROPOSED SITE PLAN AND MARINA PERMIT LAKE �-+ ~ 0 I � M SCALE: I° = 201 GEORGE o .4 z / LOW GRASS v / - AREA PERMIT OONVITIONS 51Trz LIGHTING E-4 F4 L&PG PERMIT No. 5254-56-02 �; \ 335 STREET LIGHTS ARE LOCATED ALONG CLEVERDALE ROAD. A GARAGE ASPHALT WE LIGHTING IS PROVIDED BY BUILDING MOUNTED LIGHTS AND Q v -.- � DRIVE SUMMER SMEDDOCK LIGHTING . THE MARINA CLOSES AT 8100 PM AND EVENING 27 TOTAL BERTHNG SPACES ON DOCKS FOR AVERAGE 24' x 8' VESSEL LIGHTING 15 REQUIRED ONLY FOR SECURITY. w U FRAME O - OHO dRF N85'S4'50"W 112.68 LANDS N/F OF ----- .... MORRIS - A MINIMUM OF 12 - 24' SLIPS SHALL BE USED ONLY FOR QUICK LAUNCH MORTARED To 000000000000 -- -----_ _ -' - ------- - A MINIMUM OF 3 - 24' SUPS SHALL BE USED ONLY FOR GAS CUSTOMERS TOP OF INLET o o QUICK LAUNCH BOATS SMALL BE LIMITED TO 100 VESSELS AND STORED IN THE REAR AREA AND STORAGE BUILDING PAR1 NG FOR A MIN" OF 105 GARS. INCLUDING SOME PARKNG WITHIN THE BOATYARD A5 NEEDED. Date: Jan.21,2007 _ FRAME AND 1 STORY TOTAL INDOOR AND OUTDOOD VESSEL BERTHING AND STORAGE DICING THE SUMMER SEASON 147 VESSELS MAX. SPECIAL USE PERMIT No. 15-2007 FLASHED GRADE M=STRIAN SA GRATE GRATE FRAME HOUSE NO RENTAL VESSELS Revisions 6„ LANDS N/F OF YiINTER THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY 1. Feb 15,2007 FROM TRENCH DRAIN MORRIS INDOOR AND OUTDOOR STORAGE DURING WINTER SEASON 180 VESSELS MAXIMUM OF A RESOLUTION ADOPTED 4-15-08 BY THE PLANNING 2. Aug 15,2007 BOARD OF THE TOWN OF QUEENSBURY, NEW YORK WITH OUTLET To _� #2 OR #3 CRUSHED STONE 1' yy� TRENCH CONTINUOUS TRfNcH FRAME 6ENER�L THE FOLLOWING CONDITIONS 3. Dec 15,2007 INFILTRATION BED 6" CONC. SLAB W/ GRATING CAST N ANCHORS STORMWATER CO OL 1. APPLICANT SHALL SUBMIT A STORMWATER MAINTENANCE 4. March 15,2008 NTR MEASURES TO BE MAINTAINED IN ACCORDANCE WITH STORMWATER CONTROL REPORT PLAN THAT INCLUDES COMPLETION OF INSPECTIONS AT 5. April 23,2008 W SECTM OF PIPE To BE PREPARED BY THOMAS W. NACE PE LEAST TWICE ANNUALLY. THE PLAN SHALL BE SUBMITTED TO MORTARED N PLACE ASPHALT SLOPE 1/2"/FT ° ASPHALT A`�'1'ta-T BOAT CLEANNG IN DESIGNATED AREA THE TOWN ENGINEER FOR REVIEW AND APPROVAL. 6. June 17,2008 a PRECAST GONCRerE STRUCTURE FILTER ~- ° ° 0 9 OZb ° °�� ° f� BUFFER AREAS A. B. C AND D A5 INDICATED. FORT MILLER OR EQUAL FABRIC I( 0 °. ° d, •• ° g ° ° ° ° ° ° ° 0 `� 6.. OUTLET ' ° ° ° ° fi o° °0 BUFFER PLANTING ALONG MASON ROAD 2. NO VEGETATION SHALL BE DISTURBED ALONG THE SOUTH- { { ° p I °°° `00° L TO CATCH BASH . . ° ° WEST CORNER OF THE PROPERTY DURING THE INSTALLATION �° OF THE SWALE, IN THE AREAS LABELED NEW STONE TRENCH. 0 0, _ ° 15 SUBBASE min. REINFORCEMENT ={ o 0 0 `� O� p 1 o `•• ' �OPOSM a j{ o 4 46 o o o % o I{- °o _ SITE STATISTIG5 BUILi�IN6 SETBAGiGS 3. A CATCH BASIN SHALL BE INSTALLED AT THE END OF THE STORMWATER INFILTRATION TRENCH FOR THE MARINA {I{ 0 0 0 I ° ° TAX MAP PARCELS 226.12-1-37/38 AND 226.12-1-1 EXISTING REQUIRED COLLECTION AND REMOVAL OF THE SEDIMENT, SITE PLAN 0 0 ,�.� � ° �,; `� G1 0 PRECAST OR PARCEL A 044 ACRES C28.053 5F) _ --- "<, POURED N PLACE CONCRETE \Ono/� j - - PARCEL B - 1.97 ACRES C85.817 5F3 FRONT' 30.0 AT THE RAMP WRENCH DRAIN. COMPACTED sueGR�wE =1 I!=1 I!==1 11=! i_I 11=1 i 1=1 I I- I I h!t 1=1 11=1 11=!11=1 i 1=I I i�l i t-1 I(=T 1 I 8 -' - - - ,. i t l i i i i i i r--i i i_i i-i i i-�i i i i-I I i i i I i i i i-i i i-t I i III i i -Ti-I i o <F o .. PARCEL G - 0.16 ACRES C6 970 5F3 REAR, 25.0' 6•• 2.�e. 6.. p,� ° SIDE CEAST�* - 25.0' 4. THAT A SIGN OFF BE OBTAINED FROM THE TOWN ENGINEER. am 10' 1 ° �°o ° ° ° °°° o°° ° CIO' TOTAL SITE AREA* 2.77 ACRES C120.8405F) SIDE CWEST3* - 25.0' SP - 1.. 5. THE NUMBER OF QUICK LAU CH� 15 SUBBASE mtn. ZONING* WR-lA - SPECIAL PERMIT FOR CLASS A MARINA BUILDING HEIGHT = EXISTING RAMP Q y�' p A __Application CATCH 5651N STORMMTER INFILTRATIOWSTORA67E BASIN RAMl� TRENCH DRAIN SIT UTILIZATION --� SHEET 1 OF 1 NOT TO SCALE BUILDING AREA* 15.114 sf 12.57. J U L 2 8 2008 NOT TO SCALE NOT TO SCALE REQUIRED PARKING* 105 SPACES per PERMIT CONTRACTOR SHALL COMPLY WITH NY$ DOT PAVEMENT + CRUSHED STONE* G5.527sf 54.27. G ADMINISTRATOR -DA1`E- - STANDARD 5PEGTION SECTION 604.06 PERMEABLE AREA* 40.19q sf 33.37. PROSED PARI9NG* 105 SPACES 2 A DWG.N0.06303 GE558LEPARKING SPACE PROVIDED Zoniny 4Cm�,.;�ia•;;, __ TOWN nr )UEtNS9URY