Loading...
1.2 1.2 WASTEWATER-SEWER�APPROVEU&E Marna—Manrtann Existing System In Lieu of Cent Requirements-APA-4-3-2023 RESOLUTION APPROVING J & D MARINA, LLC'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCE RESOLUTION NO.: 12023 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, J & D Marina, LLC (Applicant) filed an application for variances from provision of the Town of Queensbury On-Site Sewage Disposal Ordinance Chapter 136 to maintain an existing septic treatment system that does not meet today's current requirements on its Castaway Marina property as follows: 1. Septic Tank (Pump Station) is located 32.30' from the water well in lieu of the required 50' setback; 2. Septic Tank(Pump Station) is located 5.81' from the foundation in lieu of the required 10' setback; 3. Septic Tank(Pump Station) is located 23.66' from the Lake George shoreline in lieu of the required 50' setback; 4. Septic Tank (Pump Station) is located 1.11' from the property line in lieu of the required 10' setback; 5. Dock Sewer line is located -134.42' from Lake George in lieu of the required 50' setback; 6. Dock Sewer line is located -143.30' from the property line in lieu of the required 10' setback; 7. Sewer line is located 9.40' from stormwater treatment practice discharging to surface water in lieu of the required 25' setback; and 8. Septic Tank (Pump Station) is located 48.37' from stormwater treatment practice discharging to surface water in lieu of the required 50' setback; on property located at 2546 State Route 9L in the Town of Queensbury, and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance request on Monday, April 3rd, 2023, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED,that I. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and are the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of J & D Marina, LLC for variances from the Sewage Disposal Ordinance to maintain an existing septic treatment system that does not meet today's current requirements on their property as follows: 1. Septic Tank (Pump Station) is located 32.30' from the water well in lieu of the required 50' setback; 2. Septic Tank(Pump Station) is located 5.81' from the foundation in lieu of the required 10' setback; 3. Septic Tank(Pump Station) is located 23.66' from the Lake George shoreline in lieu of the required 50' setback; 4. Septic Tank (Pump Station) is located 1.11' from the property line in lieu of the required 10' setback; 5. Dock Sewer line is located -134.42' from Lake George in lieu of the required 50' setback; 6. Dock Sewer line is located -143.30' from the property line in lieu of the required 10' setback; 7. Sewer line is located 9.40' from stormwater treatment practice discharging to surface water in lieu of the required 25' setback; and 8. Septic Tank (Pump Station) is located 48.37' from stormwater treatment practice discharging to surface water in lieu of the required 50' setback; on property located at 2546 State Route 9L in the Town of Queensbury and bearing Tax Map No: 240.5-1-26, and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to any lawful action by the Adirondack Park Agency during such period. Duly adopted this 3rd day of April, 2023,by the following vote: AYES NOES ABSENT: AWL M 7RI A March 09, 2023 Town of Queensbury 742 Bay Road Queensbury, NY 12804 Attn: Town Board Re: J & D Marina, LLC Septic Variance Application Tax Parcel 1D Number: 240.5-1 -26 Dear Town Board Members: Enclosed herewith please find one (1 ) original and (8) copies of the following: Septic Variance Application * Septic Variance Table Vicinity Map Vicinity Map List of Property Owners Existing Septic System Design, Drawing #98-065 Existing Conditions & Parking Plan, Drawing #C- 100 Sincerely, Lonny Chase cc: Meyer, Fuller &. Stockwell, PLLC (via email) SRA Engineers (via email) 2546 Route 9L, Queensbury, IVY 1 (518) 656-3636 Marina 1 (518) 743-8433 Showroom www.castawavmar nna.com SE IC VARIANCE F APPLICATION f petrrnit Fee: S . 742 B., Road' chiperl-thary, NY 321t64 761,8256 Approvz!s: .... Submiml: I (one) original & 8 copies of the completed application pac PLEASE PRINT LEGIBLY OR TYPE* PLEASE INCLUDE AU EMAI (:Ontact Infio"ation: .......... Pff E)Perty owner(N): Jai Marina, LLC Uwncr's ftent.- Meyer, ruker ek St PL r4(%S 4; 2546 Route 91. Address, 1557 State Route 9 Queensbury, NY 12804 Lake George, NY 12845 PhQne JI: 518-656-3636 Phone #: 518-668-2199 r Erna& Ion nychase(�Pgrnail -corn mfuller(gpmeyeffuller.carn Section 27 Also- SRA Engineem Phone #518-761-0417 453 Dixon Rd, -Site IrTformation; QueersOury, NY 12504 .......... Address, 2,546 Route 9L, Queensbury, NY 12BO4 Tax I Dft- 240 5- 1);-'R�Ctjans to Site: Mull i asn Raxilv q t fxiN n Route T1 4f4, COMM Be To .a5t POt KBob nizawia on rsot�t nasswvz wwxww a"y. Section 3-4 Dvs,atice frarii well on property tor septic system {if applicable) 32,30 feet (Well to OOMP station) k Section 4- ble, to install a conforming septic system on this p ry pertv? "D Yp!. r4rs 't YES, ple.1se rxplain and attach a diagram- Section 5: o proposed system meet wel.back requirements for distarice from wells septic systerns on nei0baring i k- Wye% ONo if No, please explain Section 6- h proposed system to be insta lied tinder a parking area:' Yes a Section 7, i UADT1 of I €iv S,mit;4vy Siew4gc Ordinance frnrn whicis you arop cPacLking the varianco, (i.c. leaching System will be 89 rt- F'D.-n -well ir. lipu of recloired 100 ft. �. S�ee aff ached Seplic Variance Table P� De (ncitr 2021 ' I l 5.ect'<i n $: ,[ th ernes, Hamel addle ses, and tax map numbers of all pr up-rut y rtwraers_ You rnayobtazn this rear^;3tiOn ,rorri rtiP Town Of Qveensbury'a Assessor's. office. . Nam+ Name Karen Hakusler I Jahn Homlish Address 37 Covirbwnrx c.4, p4vf,",vv", Ny 123aq .' 760 ncfk +v Brock gxa, 717+C%th hialeuc.�_ +rL] ZWMB, 07 5t7FS Tax Map 10 227. 17-1 -59 1 _ 227_ 1 7--2-2 South Narne N/A (State Route 9L) Address Tax Neap to Cast Name NIA (Lake George) Address Tax Map 10 West Name East Lake George House, LLC Address 39 North Church Lane, Queensbury, NY 12804 Tax leap ID 227 A7^-2-25 QiVVI VEFR STATEM rNT 46- o he;r 7y *C3ieve ihc^ Town nt C ppaarpahuty firt3rrn ,.any ]iakaiistres can the Kliu E)irr8, and :•ePti.: syste rst lt,cateci at- i;�'t+ F'f Route 9L putting tiara woli, `;fir'stic tank Q} It a{'hln s siepn ipY55 than E'l"re require©� IaEw #E'At .,. d/'4r>s rF^3€izc that g Y t Tatars rsay incre,3sc t'ae risk oFfYAr,il stion_ i rDwrscr - Print Name- Lanny Chase, J&U Marina, LLC '�Yk'r rpc r—Sr, iar'attrrg• Secttc>n ].Q' � ICzHBChFt f?R TENAATT RELEASE ST'A,TEMFNt (#j`o#g�iccrhle} r^r,==A rir: p=r �y re!i,2v = the ? pwrl of CtueensbUry fro(rl any iiaLytl tpCS an the plurrtting and septic system G*cate at: ... / tle realize that ptattsr l! rh[� well, sciatic t - nk or fe^aut<jng system �ccss than tf:e required feet may incr !e'jgi ^ the risk Of PGIlU60rr- a ,,F.✓.k_"i=�rjr.rl rv�t�3r;t- lf?rs,�pure: r3e+e�exS Cp�rem Der 2rt:r 5 PLEASE ATCAi�I THE FQLL€�VYI,,,l1lt, .� Tt3 YOUR APPiAC.AY1011i fo_ A location map showing the site within the Town of Queensbur+yr 2- A plot plan showing existing and proposed features of the property, including: a. Lot dimensions b_ North arrow and scale: I inch=40 feet c, location & dimensions of existing and proposed buildings, showing setback distances and uses d. Parking layout to scale (if applicable) e, Physical features (street, steep slopes, lakes, wetlands, etc.) f_ Location of all wells and septic systems on neighboring properties g, Adjacent ownerships h. All properties within SM feet A sample plot plan and loca#iean are shown below: � }�` }[€ � 'as� ��._ ..._. � Fes'+ r�. .• �nr . Yaez,ark+= ,a�,pi�a�an Hrvi9e!d Gvoernbpr 2o1i Section 11: AUTHORIZATION AND SIGNATURE PAGE This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site visits, other permit responsibilities and agreement to provide documentation required. Complete the following if the OWNER is using an Agent: Owner's Name: ,Jed D Marina , LL C Designates- Meyer, Fuller & Stackvdell, PLL+CISRA Engineers J&D Marina, LL.G _ as agent regarding the Septic Llarlancc for Site Address: 2546 Route 9L, Queensbury; NY 12804 Tax Map #: 240 .5- 1 -28 f_ngineerin Fee Qisclosure: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant- Authtsrization for Site Visits: By signing this page and submitting the application materials:attached herein, the Owner, Applicant and his/her/their agent herby authorize the Town Board of Health, building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the cepplication submitted, €'lease Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health_ It is the applicant's responsibility to obtain any additional permits. £]fficial Meeting Minutes Disclosure It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from the application, and that the rninutes transcribed from those tapes constitute the official record of all proceedings. if there is a discrepancy be[ween such record and the handwritten minute's taken by the designated stenographer, the handwritten minutes shall be deemed the official record, t, the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed checklist: OWNER PRINT NAME. Lonnyr ase , .. &D Marina , LLG r OWNER—!AGNATU RE: DATE: 12, AGENT--PRINT NAfMIE:k-L--. AGLNT—SIGNATURE: ` _ - - DATE: Z� s emu* F.<c VJJ1""CC A,pplicatLoo i<+ev$ze't% December s1i32'I SEPTIC VARIANCE TABLE ITEM ORDINANCE DESCRIPTION REQ'D. EXIST. RELIEF QUEENSBURY 136 ATTACHMENT 1 DISTANCE FROM SEPTIC 17.70 A APPENDIX A TANK (PUMP STATION) 50 FT_ 32.30 FT. 7.7 NYSDOH 75-A.4 TABLE 2 TO WATER WELL NYSDEC DESIGN STANDARDS FOR DISTANCE FROM SEPTIC 4. 19 B WASTEWATER TREATMENT WORKS IN THE TANK (PUMP STATION ) 10 FT. 5.81 FT. FT, LAKE. GEORGE BASIN TABLE B-2 TO FOUNDATION DISTANCE FROM SEPTIC QUEENSBURY 136 ATTACHMENT 1 TANK (PUMP STATION} 5D FT. 23.&fi F7. 26.34 APPENDIX A TO LAKE GEORGE FT. SHORELINE QUEENSBURY 136 ATTACHMENT 1 DISTANCE FROM SEPTIC 8.89 D APPENDIX. A TANK (PUMP STATION ) IO FT. 1 . 11 FT. FT. NYSDOH 75-A.4 TABLE 2 TO PROPERTY LINE QUEENSBURY 136 ATTACHMENT 1 APPENDIX A DISTANCE FROM SEINER (-)134.42 184.42 E NYSDEC DESIGN STANDARDS FOR LINE TOLAKE GEORGE 50 FT' FT, FT. WASTEWATER TREATMENT WORKS IN THE LAKE GEORGE BASIN TABLE B-2 QUEENSBURY 136 ATTACHMENT 1 APPENDIX A DISTANCE FROM SEWER (-)143.30 153.30 F NYSDEC DESIGN STANDARDS FOR 10 FT. 'WASTEWATER. TREATMENT WORKS IN THE LINE TO PROPERTY LINE FT- FT. LAKE GEORGE BASIN TABLE B-2 DISTANCE FROM SEWER NYSDEC DESIGN 'STANDARDS FOR LINE TO STORMWATER 15.60 G WASTEWATER TREATMENT WORKS IN THE TREATMENT PRACTICE 25 FT. 9.40 FT. FT LAKE GEORGE BASIN TABLE B-2 DISCHARGING TO SURFACE WATER DISTANCE FROM SEPTIC NYSDEC DESIGN STANDARDS FOR TANK (PUMP SATION) TO STORMWATER 1 .63 H WASTEWATER TREATMENT WORKS IN THE TREATMENT PRACTICE 5a FT. 48.37 FT. FT. i LAKE GEORGE BASIN TABLE 6-2 DISCHARGING TO SURFACE WATER Vicinity Map Parcel ID : 240 . 5- 1 -26 Or Of £ t -� 3 44R .may K'yrK, R= i WOO '.R s€ OO,,, � ( sy�.�x m L � � £ al ° "pia s nl ry... . V k. € £ ' . ^ `€' a : s a r February 27, 2023 1 :6,000 Q 205 410 820 ft 0 50 120 240 m Esri Canada. Esri. HERE, Garmin. INCREMENT P, USGS, EPA, USDA Map Produced by Rueensbury GI&. Map is for General Reference Purposes only V16.9rty Nl�lp Li:'. i 2r.p D} Vne.js Map Number Tax Map Number Property Address Owner Last Name Owner First Name Address Town/City State Zip Use 1 227.17-1.51 121 Seelye Road Grillo Robert 78 Collyer Ave Staten Island NY 10312 1210 2 227,17-1.52 123 Seelye Road LGNY Management LLC 122 Fairfield Drive Holbrook NY 11741 283 3 227.17.1-53 127 Seelye Road Fanelli Frank 5 Rose Street Putnam Valley NY 10579 210 4 227,17.1-54 131 Seelye Road Koniowka Yvonne M, Edward 7670 Sheldon Road Whitemore MI 48189 210 5 227,17.1-55 133 Seelye Road Bogert Peter, Karen PO Box 221 Cleverdale NY 12820 283 6 227,17-1.56 135 Seelye Road Delesus Bernardo 27 Davidson Place Rockville Center NY 11570 210 7 227.17-1.57 Seelye Road Homlish Nancy 751 Squaw Brook Rd North Haledon N1 0750$ 312 8 227.17-1.58 139 Seelye Road Capital Partners 139, LLC 4144 SW Gleneagles Cir Palm City FL 34990 283 9 227.17-1.59 143 Seelye Road Hausler Karen 37 Covington Ct Niskayuna NY 12309 210 10 240.-1-20 State Route 9L State of New York 110 State Street Albany NY 12236 931 11 240.-1-20 State Route 9L State of New York 110 State Street Albany NY 12236 931 12 240.-1-60 State Route 9L, off Lake George Land Conservancy 4905 Lake Shore Drive Bolton Landing NY 12814 311 13 240,5.1-31.23 2585 State Route 9L 2546 State Route 9L 1&D Marina LLC 2546 State Route 9L Queensbury NY 12904 449 14 240.5.1-30.2 State Route 9L Crean Jeremiah, Cynthia 26 Oak Road Mahwah NJ 07430 311 15 240.5-1-30,1 2557 State Route 911 Crean Jeremiah, Cynthia 25 Oak Road Mahwah N1 07430 210 16 240.5-1-24 3574 State Route 9L Sunsoval Inc PO Box 86 Cleverdale NY 12920 465 17 227.17-2-25 Rockhurst Road OFF East Lake George House LLC 39 North Church Lane Queensbury NY 12804 322 18 227.17-2-2 138 Seelye Road Homlish John F 750 Squaw Brook Rd North Haledon NJ 07508 210 19 227.17-2-3 Seelye Road Reed, Trustee Barbara 132 Seelye Road, PO Box 196 Cleverdale NY 12820 311 20 227.17-2-4 132 Seelye Road Reed, Trustee Barbara 132 Seelye Road, PO Box 186 Cleverdale NY 12820 210 21 227.17-2-5 124 Seelye Road Koenig Joseph 10 Tuxford Rd Pittsford NY 14534 260 22 227.17-2-6 120 Seelye Road 120 Seelye LLC 36 Liberty Street Hawthorne NY 10532 210 SOIL TEST DATA PROPOSED ABSORPTION FIELD" 10122/98 17't -7 IF -at 1-11 **1 0-10' TOPSOIL 10-28" BROWN SAND. SOME SILT, MORE CLAY 1711 WITH DEPTH J­ 28-39" BROWN TO GRAY SAND, SOME SILT, SOME CLAY WITH OCCASIONAL BOULDER. PROPOSED 4* SDR 55 ROOTS TO 38'. APPARENT S.H.G.W. 0 38* PVC EFFLUENT SEWER (1/8' / FT MIN. SLOPE) STABILIZED PERCOLATION RATE OF 6 MINUTES * 15' TEST PIT #2 0-10* TOPSOIL 10-24" BROWN SAND, SOME SILT, TRACE OF CLAY 24-66' BROWN SAND, SOME GRAVEL, SOME SILT, TRACE OF CLAY ROOTS TO 36' APPARENT S.H.G.W. 0 36' NOTE, SOIL STRATA POORLY DEFINED FOR TEST PITS #1 AND *2 185' 1 1/& I i 41 TEST PIT #2 PROPOSED TEST E ST P'* T PROPOSE() TRIBUTION X PROPOSED SEPTIC TANK (PROVIDE 12- MINIMUM '41 COVER) 380' t PARK . ING ROPOSED FORCE MAIN EXISTING FUEL STORAGE ' TANK AND LINE TO DOCK BOAT STORAGE BUILDING U DG OWNER REVIEWED RECORDS TO DETERMINE HOLDING TANK WAS PUMPED ONCE PER FINISHED ---j IN ALL DISTURBED AREAS, REPLACE WEEK DURING SUMMER OF 1998 ( AVERAGED 145 GPD G ISURFACE TO ORIGINAL CONDITION ASSUME PEAK FLOW TWICE AVERAGE FLOW ( 285 GPD USE 500 GPD DESIGN FLOW AND PERCOLATION RATE OF 1*1 6 MINUTES, DEPTH AS SUITABLE REQUIRE DESIGN FLOW= 500 GPD FILL CAMP FROST D FOR COMPACTED IN 12- LIFTS 4-_ PROTECTION ABSORPTION RATE= 1.0 GPD/SF ABSORPTION AREA= 500 GPD/ 1.0 GPDISF ABSORPTION AREA= 500 SF 6' OVER PIPE USE SHALLOW ABSORPTION TRENCH DESIGN TRENCH LENGTH- 500 SF/2SF/LF THOROUGHLY COMPACTE�-- 6* PIPE BEDDING LENGTH= 250 LF CLEAN SAND CAMP USE 5 LATERALS 0 50 FT 1 O.D. PROPOSED PIPE IDENC TYPICAL TRENCH DETAIL (N.T:S.) DISTRIBUTION BOX 50, STORE 10­ O LEGEND APPROXIMATE t SHOW ROOM LOCATION OF T - BOAT WASTEWATER FIELDS HOUSE tWj APPROXIMATE LOCATION OF GARAGE -� WATER WELLS NOTE: LOCATIONS OF WELLS AND WASTEWATER PROVIDED BY JOHN MATHEWS ROUTE 9 ----------- SITE PLAN SCALE: I' = 50' 'T' WITH VALVE AND DRAIN COVER 2, 0 EXTENSION TO GRADE • EXPLOSION PROOF JUNCTION BOX, INSTALL CONTROL PANEL IN BUILDING CHECK VALVE INLET swrhw TEL 2' FORCE MAIN PRECAST CONCRETE SEPTIC TANK GATE VALVE (EXISTING) CAUL, UNION PUMP ON PUMP PUMP OFF 48* fc ow w IVN "LL BLOCK PUMP MINIMUM TWC11t&SS FOR AS REQUtRED. b. GRAVEL POURED ad PLACE 10 NOTES - SEAL ALL OPENINGS WATERTIGHT - SET ALARM 6' ABOVE 'PUMP ON' - INSTALL POWER AND CONTROL WIRES TO CONTROLLER LOCATED IN BUILDING USE EXISTING HOLDING TANK FOR PUMP CHAMBER PUMP SHALL BE GOULDS RGS2012: 230 VOLT. 3450 RPM SUBMERSIBLE TO PUMP 35 GPM 0 60' - INSTALL GOULDS S10020 CONTROL WITH ALARM LIGHT AND THREE FLOAT SWITCHES - PROVIDE 'T' WITH GATE VALVE TO DRAIN AND ADJUST FLOW EFFLUENT PUMP DETAIL (N . T, S.) BA -TICS W, ' BE '.,Ifu 1� WPL,,A OF WWAP, '" ,P KKOEV 11"T'Ic "zl ONCRETE SEPTIC TANK (N.7,S, ) NOTE: USE 1250 GALLON TANK A INLET FROM SEPTIC TANK EXISTING 1000 GALLON HOLDING TANK ABSORPTION TRENCHES — (PROPOSED PUMP CHAMBER) \--EXISTING SEA WALL 24" TYPICAL 114LET f OU'F,ET" �A LATERAL -PLAN (PEA STOW-) -SECTION, #1 DISTRIBUTION BOX (N,T-S,) T ABSORPTION FIELD 4' PVC (SOLID) SLOPE VARIES 4 PVC SDR 35 PLAN PERFORATED (N.T.&) 6. 61 40nwy U Bay i. A PROJECT SITE % rip LOCATION MAP SCALE: V = ZOOO* TOM OF QUEE.KSBUW A&MIED BY ?o'n DOWN SLOPE 264 DIVERSION FOR SOIL BACK FILL . ABSORPTION TRENCH LATERALS 6 SURFACE WATER DEPTH AS PER PLAN OR SCHEDULE O REQUIRED Ty ICAL I ---,TOPSOIL 8 SEED 'n J C ------ SHALLOW 4" PVC ORIGINAL ----_,..ABSORPTION SDR 35 GRADE SEASONAL HIGH TRENC1t­­--- WATER ----MRF4R TABLE OR BEDROCKPT NOTE: SET CzO, PLACE APPROXIMATELY 24* OF GRANULAR FILL ON ORIGINAL GRADE SHALLOW ABSORPTION TRENCH FIELD SECTION (N. T. S.) FOR SETTLEMENT 6* TO I?' FILTER FABRIC 4- 5 F ED .s Ida Wam 3'4- TO 1 2* GRADED GRA%,ft. DR CRUSHED STONE I (LONGiTUDINAL SECTION) m (CROSS SECTION,, -d t'MIN v TO S.H.G,W, 3'MI,N TO BEDROCK - ------ -A' FCX=E' M�W,14 "XA,71 TYPICAL SECTIONS ABSORPTION TRENCH qy: BATE NOTF! CASTAWAY MARINA AS SHOWN (N.T,S,)WASTEWATER SYSTEM DR VOL KVK VK SPACE ABSORP [!ON TRENCHES 6* MIN O.C. TOWN OF QUEENSBURY cHECKED, JEH SLOPE PERFORATED PIPE AND TRENCH BOTTOM 1116* TO 1132* PER FT. DO NOT INSTALL IN WET SOIL WARREN COUNTY, NEW YOM R­mw, RAKE SIDES AND BOTTOM OF TRENCH BEFORE PLACING GRAVEL TRENCH 24' WIDE he uklk 1 98-065 EXIST. BERM APPROX. LOCATION OF EXIST FORCE MAIN EXIST. 1250 GAL SEPTIC TANK TO REMAIN APPROX. LOCATION OF EXIST. WASTEWATER TREATMENT SYSTEM APPROX. LOCATION OF EXIST. PVC EFFLUENT EXIST. D-BOX TANK TO REMAIN EXIST. TIMBER WALL TO REMAIN, (TYP.) LANDS N/F OF EAST LAKE GEORGE HOUSE, LLC BOOK 4983 PAGE 206 (227.17-2-25) APPROX. LOCATION OF EXIST. UNDERGROUND PHONE & FIBER OPTIC CABLE SEWER TO FOUNDATION SETBACK EXIST. 10" CULVERT. INV. 358.8' — (EXIST. PUMP STATION IAPPROX. LOCATION OF EXIST FORCE MAIN � IEXIST. BOTTOM WASH AREA W/ CATCH BASIN (EXIST. CULVERT. DITCH -� LANDS N/F OF EAST LAKE GEORGE HOUSE, LLC BOOK 4983 PAGE 206 (227.17-2-25) LEGEND ------- 364------- EXIST. MINOR CONT. - — — -365- — — - EXIST. MAJOR CONT. - - —t­ - - PROPERTY LINE s s UNDERGROUND SEWER GRAVITY LINE --- M— — UNDERGROUND SEWER FORCE MAIN --- OVERHEAD UTILITY WIRE - - --- - UNDERGROUND UTILITY WIRE - — — — — — - EASEMENT RIGHT OF WAY OHWM ORDINARY HIGH WATER MARK WOODS EDGE - — — — — — — — - WASTEWATER TREATMENT AREA --- X -- -- - EXISTING FENCE EXISTING WET AREA/WETLAND UTILITY POLE WATER WELL TRAFFIC FLOW DIRECTION GRAVEL PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT LANDS N/F OF JOHN F. & NANCY F. HOMLISH VOLUME 3150 PAGE 32 (227.17-2-2) � Q IU�0� opiI LANDS N/F OF N = U CAPITAL PARTNERS 139, LLC VOLUME 4373 PAGE 155 EXIST. CONDITIONS & PARKING PLAN 1 "=40' 0 20 40 80 120 UNITS: FEET TOWN PARKING REQUIREMENTS # OF VEHICLE SPOTS ORDINANCE MINIMUM NUMBER OF SPACES # OF SPOTS REQUIRED PROVIDED QUEENSBURY 179-4-090 1 FOR EACH 2 BOATS FOR WHICH 40 70 TABLE 5 A SPACE IS PROVIDED LGPC PARKING REQUIREMENTS ORDINANCE MINIMUM NUMBER OF SPACES # OF SPOTS REQUIRED # OF SPOTS PROVIDED ONE ON -SITE PARKING SPACE OR LAKE GEORGE PARK COMMISSION ADEQUATE OFF -SITE PARKING 80 646-1.2(B)(2) SPACE FOR EACH VESSEL BERTHED LAKE GEORGE PARK COMMISSION 1 SPACE PER 400 SQ.FT. GROSS "A COMPILATION OF GENERALLY RETAIL SPACE (EXCLUDES 16 142 ACCEPTED STANDARDS FOR STORAGE, OFFICE, ETC.) MARINA PARKING" LAKE GEORGE PARK COMMISSION "A COMPILATION OF GENERALLY 1 SPACE PER 2 EMPLOYEES 7 ACCEPTED STANDARDS FOR MARINA PARKING" PARKING SCHEDULE PARKING SPACE TYPE SYMBOL DIMENSIONS # OF SPOTS VEHICLE O 10'x20' 70 LAUNCH PARKING O 10'x40' 22 QUICK LAUNCH (PROPOSED) ® 10'x40' 50 TOTAL 142 EXIST. UNDERGROUND 3000 GAL GAS TANK APPROX. LOCATION OF EXIST. UNDERGROUND UTILITY WIRE CONC. BOAT LAUNCH APPROX. LOCATION OF EXIST. WASTE PUMP OUT LINE BELOW DOCK & UNDERGROUND GAS DOCK W/ WASTE PUMP OUT r V lVlr 0 1 M 11%JIV MASONRY SEAWALL NEW PATIO AREA STORMWATER BASIN WITH STONE INLET & OUTLET WEIR MEAN HIGH WATER ELEV. 320.20' APPROX. LOCATION OF EXIST. UNDERGROUND UTILITY WIRE PROPERTY LINE PER DEED, SEE MAP REFERENCE 1 ON ORIGINAL SURVEY FOR MORE INFORMATION EXIST. 12" CULVERT INV. 321.9' EXIST. GUIDE RAIL SEPTIC VARIANCE TABLE ITEM ORDINANCE DESCRIPTION REQ'D. EXIST. RELIEF QUEENSBURY 136 ATTACHMENT 1 DISTANCE FROM SEPTIC A APPENDIX A TANK (PUMP STATION) 50 FT. 32.30 FT. 17.70 NYSDOH 75-A.4 TABLE 2 TO WATER WELL FT. NYSDEC DESIGN STANDARDS FOR DISTANCE FROM SEPTIC B WASTEWATER TREATMENT WORKS IN THE TANK (PUMP STATION) 10 FT. 5.81 FT. 4.19 LAKE GEORGE BASIN TABLE B-2 TO FOUNDATION FT. DISTANCE FROM SEPTIC C QUEENSBURY 136 ATTACHMENT 1 TANK (PUMP STATION) 26.34 APPENDIX A TO LAKE GEORGE 50 FT. 23.66 FT. FT. SHORELINE QUEENSBURY 136 ATTACHMENT 1 DISTANCE FROM SEPTIC D APPENDIX A TANK (PUMP STATION) 10 FT. 1.11 FT. 8.89 NYSDOH 75-A.4 TABLE 2 TO PROPERTY LINE FT. QUEENSBURY 136 ATTACHMENT 1 APPENDIX A E NYSDEC DESIGN STANDARDS FOR DISTANCE FROM SEWER 50 FT. (-)134.42 184.42 WASTEWATER TREATMENT WORKS IN THE LINE TO LAKE GEORGE FT. FT. LAKE GEORGE BASIN TABLE B-2 QUEENSBURY 136 ATTACHMENT 1 APPENDIX A F NYSDEC DESIGN STANDARDS FOR DISTANCE FROM SEWER 10 FT. (-)143.30 153.30 WASTEWATER TREATMENT WORKS IN THE LINE TO PROPERTY LINE FT. FT. LAKE GEORGE BASIN TABLE B-2 DISTANCE FROM SEWER NYSDEC DESIGN STANDARDS FOR LINE TO STORMWATER G WASTEWATER TREATMENT WORKS IN THE TREATMENT PRACTICE 25 FT. 9.40 FT. 15.60 LAKE GEORGE BASIN TABLE B-2 DISCHARGING TO FT. SURFACE WATER DISTANCE FROM SEPTIC TANK (PUMP SATION) TO NYSDEC DESIGN STANDARDS FOR STORMWATER 1.63 H WASTEWATER TREATMENT WORKS IN THE 50 FT. 48.37 FT. TREATMENT PRACTICE FT. LAKE GEORGE BASIN TABLE B-2 DISCHARGING TO SURFACE WATER I Waterfrdr GENERAL AND SURVEY NOTES 1. THE PURPOSE OF THIS PLAN IS FOR THE DEVELOPMENT OF THE PARKING PLAN AND TO DEMONSTRATE THE APPROXIMATE LOCATION OF THE EXISTING ON -SITE WASTEWATER TREATMENT SYSTEM. 2. BASE MAPPING IS FROM "MAP OF A TOPOGRAPHIC SURVEY OF A PORTION OF LANDS OF J&D MARINA, LLC, TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK." BY BARDIN LAND SURVEYING, P.C., DATED 1/18/2023, REVISED 2/21/2023. SEE ORIGINAL MAP FOR ADDITIONAL SURVEY NOTES. 3. SEWER FORCEMAIN LOCATION INFERRED BY SRA ENGINEERS BASED ON INFORMATION PROVIDED BY THE CLIENT AND SURVEYOR. [ SPACE RESERVED FOR TOWN RESOLUTION ] 0 1:24,000 1,000 2,000 4,000 ft 350 700 1,400 m Land Conservation 42 Acre (LC-42A) Land Conservation 10 Acre (LC-10A) Rural Residential (RR-5A) .` Waterfront Residential (WR) Neighborhood Commercial (NC)