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2005-377 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050377 Application Number: A20050377 Tax Map No: 523400-279-000-0001-062-000-0000 Permission is hereby granted to: CHERRY TOMATO. THE For property located at: 668 STATE ROUTE 149 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. Tyne of Construction Value Owner Address: GGV, LLC n 20 SWEET Rd Septic Alteration Commercial Total Value STILLWATER, NY 12170-0000 Contractor or Builder's Name / Address Electrical Inspection Agency STONE INSTALLATIONS 14 WESTLANDS Ave OUEENSBURY- NY 12804-0000 Plans&Specifications 2005-377 THE CHERRY TOMATO SEPTIC ALTERATION $35.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, July 05, 2006 (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 o Queen ury; ue y my 05, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Application for Permit—Septic Disposal System To wn of Queensbury 742 Bay Road Queensbury,MY 12804 (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: Tax Ma No. File Permit No. p d C', Fee Pal U Owner's Name: ............. ...... ............. ........., Address: al— jzo,�o........... ........... 7 0 2. INSTALLER'S NAME At Zf PHONE NO. -41110 3. RESIDENCE INFO A ON: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year o 14eNo. of Bedrooms x Computation = Total Daily Flow r% 1980 or older x 150 gal/bdrm = Lj 1980— 1.991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = MAI 17", 05 Garbage Grinder Installed yes no Spa or Hot Tub Installed yes no TOWN�QUE©CRYBU2M- - 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Tgpo"a hy Soil Nature Ground Water Bedrock or impervious Material Domestic Water Supply Flat sand at what depth at what depth municipal Rolling loam feet —feet well Steep slope clay if well;water supply %slope other from any septic-systern depth: absorption is other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. 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). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: gallon(min. size 1,000 gal) Tile Field: each trench_ft. Total System Length: Seepage Pit(s): number of size of each: _ft. by—ft. Size 9f Stone to be used: # depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each:_gallons TOTAL capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency- 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) 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 material misrepresentation or failure to make a material fact or reliance upon any mat circumstance known by or on behalf of an applicant,shall bevoid. I have read the regulations with respect to this application and agree,to, abide by these and all requir en of the Town eensbury Sanitary Sewage Disposal Ordinance. f igna responsible person Date SOM-1•1-4 :ual Sewilge Disposal (:ltaptel• App(mdix C, r FIELD POND L)lrb MtL*'l Jilt%?I l�y�t7RPtl01� --Rohn �`t 0.t•b 7• SIQN,A►TURE &INFORMATI�Irt F ;, .•'. ► -s (t'! Y � Commercial Final Inspection Report i Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: / am/pm Depart: Al am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: L4 NAME: ' y T CT U PERMIT#: 0 7 LOCATION: �o(y � ,}4 I� `2-t , �`{ DATE: 6 COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete A Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks j J Interior/Exterior Ballisters 4 in. Spacing Platform/Decks — A3 / V0`6 Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Fhls4 Vestibules For Exit doors>3000 s . ft. / / All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44" 1)/Canopy or Equiv. - // � Gas Valve Shut-off Exposed&Regulator 18")Above Grade I/ �c r ;;C� Floor Bathroom Watertight/Other Floors Oka �k, Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 In% or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion j /� /Low J"�t.st" Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area -E,*C Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors `'�� ���` � > 10%> 1000 s . ft. / / 6 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed ���� / Handicapped Bathroom Grab Bars/Sinks/Toilets //' Handicapped Bath/Parkin Lot Si na a ty�'k Public Toilet Room Handicapped Accessible ,-�"! Handicapped Service Counters, 34 in., Checkout 36" Ll Handicapped Ram /Handrails Continuous/12 in.Beyond �1� t 149Z Active ListeningSystem and Si a e AssemblySpace r ,1/ / ,4 v Final Electrical /��'�_(� Site Plan/Variance required ��5 � Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9.27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc 09.a f cJ- Septic Inspection Report Office No,(518)761-8256 Date Inspection request received: 7�5 Queensbury Building&Code Enforcement Arrive: am/ in Depart: ^am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 's Initials: NAME: JDrno—jo PERMIT NO.: LOCATION: Pam-. INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/ o la Type of Water: Municipal/VVell Wate Waterline separation distance ft• Well separation distance ft. Other wells: V ft• Absorption Field: Total length ft• Length of each trench ?.$ ft• Depth of trenches v ft• Size of Stone Seepage Pits: Number. Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box Ujield/Pit 'l 4 5L Opening Sealed: Y /Partial End Caps Location/Separations. Foundation to tank ft• Foundation to absorption Separation of Pits ft• Conforms as per Plot Plan , Y N Engineer Report and As-Built =Y-_YLN Location of System on Property: Front Rear Left Side Right SideQ� k 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 1/6/05 �),Q Ify\ Septic Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: o2-0 am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: _ NAME: PERMIT NO.: LOCATION: INSPECT ON: -� -- RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance 0) }- ft. Other wells: $. Absorption Field: Total length Len h of each trench ft. ("� H Depth of trenches 2 $ Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank y Ay- Tank to Distribution Box 14 < Distribution Box to Field/Pit d ,� Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits $. Conforms as per Plot Plan Z4YXN Engineer Report and As-Built Y N mil. F•rw C1..C'l�j--' -+��+�.Jl,����t�"� 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 1/6/05 SUITABLE BACKFILL (COBBLES, ROCKS TO BE REMOVED) RECEIVE TOP SOIL 2005 4"DIA.PERFORATED PIPE HOLES 5&7 O'CLOC 12"M" M F EN BU Y GEO-TEXTILE COVER - - - - - - - - - UAL c BANDING STRAPS 5 IN-DRAIN UNIT 71 0 b iv CONCRETE SAND 0 n 0 W N 36" 6"MINIMUM 2� 2'TO IMPERVIOUS STRATA, BEDROCK, FRACTURED ROCK OR SEASONAL HIGH GROUNDWATER 36"W x Backfill 12" Minimum Type B In-Drain unit 48"L x 7"H.... ..... ........ ,: 6„ Concrete sand directly below New York Department of Less than and surrounding the sides of the Transportation concrete Design Flow 1,000 gall In-Drain units for absorption sand specification 703-07 day trenches a Perforated distribution " " Voids Nolume per In-Drain 90/o Voids/ pipe 4 50 gal. . ................................................ ............... .._................ Non-perforated distribution pipe 4" Distance to SHWT Impervious p :2, Minimum �+ Strata, or Bedrock Geotextile fabric(provided with Typar 3401 _. .............. ........... the -In Drain units) y : Depth of trench 29„ Trench width 4': Minimum Depth of cover over Spacing between In-Drain rows 4 'Absorption trench a distribution pipe 6" Minimum n�ert16R'I3ed Set Backs are measured from the edge of Concrete sand depth directly 6" Minimum c`r< concrete sand in situ soil interface. below-In-Drain units .................................................................................... Concrete sand at the side of 6„ Absorption Trench o.:::,,:—" House 20 Feet minimum In-Drains s ....._ ............................_........................................__................ . Acceptable Soil Percolation 1-60 min Absorp.Trench Well 100 Feet minimum Rate Property line 10 Feet minimum Distribution methods .Gravity I YV-% CLAD C' STATE PW YO RK FDOE DEPARTMENT OF HEALTH Flanigan Square,547 River Street,Troy, New York 12180-2216 •. ► 7 tonia C. Novello,M.D.,M.P.H.,Dr.P.H. Dennis P.Whalen Commissioner TOWN OF OUEENISBU'R`?' Executive Deputy Commissioner BUILDING & IT, RECEIVEDtr. Mr.Kieth R.Manz,P.E. REVIEWED BY � 14 Norland Court DATE dji� U iu € 0 Saratoga Springs,NY 12866 eiNG FlyRE: On itei astewater Treatment System(6 IfjE Cherry Tomato Restaurant D CODE (T)Queensbury,Warren County Dear Mr.Manz: Enclosed please find three stamped sets of the approved OWTS design plans,last revised on June 25,2005, for the above referenced facility.Please provide one copy of the plans to the facility owner and one copy to the Warren County Code Enforcement Office.One set of the approved plans is being retained for our files.The OWTS design will separate the kitchen wastewater from the sanitary wastewater for distribution to separate absorption areas.The sanitary OWTS consists of a new 1,500-gallon septic tank,a new distribution box and 42 Eljen In-Drain Units in a shallow trench absorption system.The kitchen wastewater OWTS consists of re-using the existing 1,000- gallon grease trap, 1,000-gallon septic tank and 1,000-gallon pump tank.Each tank will be fitted with new risers and an effluent filter will be installed in the septic tank.The effluent pump system will be upgraded and a spare pump will be available.The kitchen wastewater will be distributed to three existing seepage pits and 175-feet of Infiltrator EQ36 gravelless trenches. Two of the existing seepage pits that do not meet separation distance criteria will be decommissioned. This approval is conditional on the following: 1. That the proposed OWTS are constructed in accordance with the approved plans. 2. That a design professional licensed in New York certifies that construction was completed in accordance with the approved plans. 3. That the construction certification and"as-built"drawings are submitted to the Warren County Code Enforcement Office and to the NYSDOH Glens Falls District Office(GFDO). 4. That this approval will expire on June 28,2007. The approval of the existing drilled well water supply system to serve this facility will be addressed in a separate correspondence when all of the required information and design details have been submitted.If you have any questions please call me at(518)402-7650. Any questions concerning the remaining requirements of the Food Service Facility permit should be directed to Ms. Melissa Brewer of the GFDO 7at(518) 793-3893. S cerely s R. Meacham, P.E. enior Sanitary Engineer cc: Anita Gabalski, GFDO Melissa Brewer,GFDO Warren County Code Enforcement i - t A SUITABLE BACKFILL F I<- (COBBLES, ROCKS TO BE REMOVED) y TOP SOIL 4"DIA.PERFORATED PIPE 12"MINIMUIA LHOLES 5&7 O'CLOC i2 �n GEO-TEXTILE COVER - BANDING STRAPS IN-DRAIN UNIT 7" z CONCRETE SAND n 6 c N W 36" 6"MINIMUM 2' 3 7 TO IMPERVIOUS STRATA, BEDROCK, CTURED ROCK OR SEASONAL HIGH TOWN OF QUEENSBUROUNDWATER BUILDING & P REVIEWED BY 36"W x Backfill 12" Minimum.. Type B In-Drain unit 48"L x 7"H g•Con crete sand directly below New York Department of" Less than and surrounding the sides of the Transportation concrete Design Flow 1,000 gal/ In-Drain units for absorption sand specification 703-07 : day trenches 90% Voids/ Perforated distribution pipe 4' Q Voids Nolume per In-Drain 50 gal �... 4 .................................................................:. '.............. Non-perforated distribution pipe P Distance to SHWT, Impervious , P 2 Minimum Strata, or Bedrock Geotextile fabric(provided with Typar 3401 .................................................... :.:...................................................... the In-Drain units) " Depth of trench 29 ` Trench width 4' Minimum Depth of cover over Spacing between In-Drain rows. 4 'Absorption trench 6"Minimum ' distribution pipe �,4ettet�-bed•;: : .. 'r........... ........... ..... ... .. ................................... 6"Minimum Set Backs are measured from the edge of Concrete sand depth d'directly below-In-Drain units concrete sand in situ soil interface. d f ......................... ................................................................................... t: Concrete sand at he side o 6" Absorption Trench ;0€ €House 20 Feet minimum In-Drains :z kbsegAiew-Bed:: ....................................................... _ _......... ................... _.... ; Acceptable Soil Percolation 1-60 min Absorp.Trench Well 100 Feet minimum Rate Property Fine 10 Feet minimum Distribution methods Gravity NOW York She Huth Department ,� M 9Nz,P E s For Approwd Date and Signature z iF z "`4 {'� a�'19®t 70 Design Basis for Kitchen Septic Effluent * ■* STONE INSTALLATION SERVICES The Ripe Tomato(Malta,same owner,similar facility,196 seats),Actual Water Usage; STONE 10,720 gal.from water meter readings from 6/20-6/24/05(9:00 AM)/4 days=2680 gpd ( 5 1 8 ) 5 84 . 1048 ( 8 0 0 ) 4 4 6 . 6 3 3 1 FAX ( 5 1 8 ) 5 8 4 • 8 8 50 2680 gpd/I 96 seats=13.7 gpd/seat;USE 15 gpd/seat I N s '�***� o N s 15 gpd/seat-5 gpd/seat from El'en design for restrooms only)=10 gpd/seat kitchen flow T A L A 7 I 4305 ROUTE 5 0 , S A R A T O G A SPRINGS , N Y 12866 gn � ( � gn y)- � ( ) � 10 gpd/seat x 75 seats=750 gpd V Available Capacity from Existing•Seepage Pits PROPOSAL PROPOSAL SUBMITTED TO: DATE: 41 P P.E. design w .#90-10 8/7/90 —1000 d 5 seepage pits from William Montgomery, gn(D g )— 8P Milan Vesic May 27,2005 Fog 2 seepage pits to be taken out of service(see NOTES)=(400 gpd) Available capacity from remaining 3 seepage pits=600 gpd ADDRESS JOB NAME: 2721 Route 9 Cherry Tomato yF Infiltrator Equalizer 36(EO M Design P° CITY, STATE, ZIP: JOB LOCATION: Min.required capacity from EQ 36 design=750 gpd-600 gpd=150 gpd Ballston Spa,NY 12020 668 State Route 149, Queensbury / TP/PT form 6/8/05 yielded sands to 6,no G.W.,&perc.rate=3 min./inch,therefore, PHONE NUMBER: FAX NUMBER: -0.0.T. 3 58.33'EQ 36 runs=175' rovides capacity 420 d* C.I.R.F. dQP Excess capacity designed into system=270 gpd (518) 583-7735 N/A ® �o A DEED TO THE STATE OF NEW *25%reduction allowed for residential,but not used here. YORK:WAS NOT FOUND FOR THE WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR: / 1999 HIGHWAY TAKING REFERRED NOTE : 1. Seepage pits/Infiltrator system to only receive kitchen waste. TO REFERENCE NO.2 2. The seepage its closest to POND and the one closest to the existing well to be removed- N�o`� � j �O IN M Pag p ■ Installation of the wastewater disposal system for proposed Cherry Tomato Restaurant as designed and ' 0� put out of commission. 01 3. If a full day's reserve capacity(750 gal.)does not exist above the pump chamber's high float engineered by Keith R. Manz, P.E. 14 y , elevation,a separate spare pump shall be kept on premises for immediate replacement and use. / /da ■ All work to be completed as per engineer's plans and in conformance with the NYS Department of Environmental Conservation, the NYS Department of Health, the County of Warren, and the Town of off/ Queensbury wastewater standards. Al 1� (� �. pt \ r ■ ,�. � � / New 1,500-gallon pre-cast septic tank to be installed and modified with new schedule 40 outlet baffle with , J '� STONE effluent filter installed. CQ 0 f / / Risers to be installed to septic tank for easy access for pumping and effluent filter accessibility for setvicing. / �Q TURN �� : ., �°° ■ 4 inch schedule 40 line to be run from septic tank to new 1x6 out D-box with speed levelers installed. A rj �y� o� ° , � \ �S AIqp �R S / �• \ ' I Manifold to be constructed with schedule 20 piping to 6x28' Elgen legs. o� %�.�� • `. ��\ \\\ 1\ l LANDS N F OF ROBERT L. EDWARDS ■ (6) x Elgin two-stage biomat (In-Drain) drainage legs, each 28 feet (seven sections) with 4" perforated pipe 1° ' 4 j, ..1 •� \ ` 1 ! / 1 \ \\ \��� B. 435, P. 205 g d per engin and textile coverin to be installe eer's drawings and manufacturer's specifications. .�° :' ":• 1 �^ 1 / / \ J\ ,((,� 279-1-61 G��.o •, I •:' '• r t.• •;.•4,.•a...• : fit � 1 I / \ ttSX(1 � �O' Raised shallow absorption field stricture constructed as per engineer's specif cations using app roy-unatel)' .I:; ..'.: •' :" '' . •,.. :. .;' 'a; ;' �� ° 1 It�`I { " / / ./)� `�/ I -appropriately to achieve appropriate perk rate. Area to be scarified priorill compactedX. 300 cubic yards of ill .••:p:'!• '' "j. "•• •P•'', .a••" / �i v to introduction of fill. Area to be covered with topsoil (approximately 40 cubic yards) and seeded as soon a: :CRUSHED STONE.' . ' 2 ,f I In-Drain chambers have been installed and approved. ' C+�j / i� R..�. _ PARKING 9• ',y 'E��i1 o/ / co ■ Erosion and sediment control to be performed as per engineer's requirements. / ,.'• •a ',ti �' �• SEEPAGE PITS S5•� `�\ �\ 1 �' • t �� .. !; S .,E 5 CONC. COVER \ f�T \ , / // ��V \J _ • ,�}:..,j. : ` ■ Effluent filters and risers to be installed to existing grease traps. NM b9 �/ � ".a' y 1 a 'q .�� �J�lt?jG j. YARD GUY ' " • • ''• % } LIGHT / : ' / / ■ Goulds model # WS0712BF or equivalent to be installed to existing pump tank and all piping, wLrLnlg, floats • GUY "n G ' pc�.:'.'• .:. '/ / i SEEPAC PIT L�N D �OF *'+ I j (�I �d / / as needed. y . / l..� ..�/-• 16• LOCUST 6' C6NC. C R (� �[ / / 4• O�u�.� $OWAMCO XXV, LTD. / / �/ " I' I/��/ / ■ Existing system to be tested following repairs and upgrades to pump station. WAY MARK .a,"•• `. a• L- +\ B. 1323, P. 330 i 1\ / 917011036 279-1-62 4 /049 / ;tt.2' .✓ Is.Loas AREA = 1.891 *ACRES P f�cO_••. 1 O zf CvEx Pe yF\ P 6 A� D-Sox tii�.d°P S -Vol-- SIGN tie �� 30•Locus Z SEEPAGE PITS / RBT R0. I CONC. J COVER / I STORY O 3 s / off WOOD FRAME BLD :CRUSHED ST E :1� , i OJ J / / / / OAJ AN BUSH ,-� sropA.$ / IT 44 / 11kg pia. TRAFFIC .a si SIGNAL 80 .;•?/AE ODD MAP NOTES 24'•LocusT o� DECK .. 418• ocusT 36 •OAK �'1 t ,6. ICUST 1 _ / / / ' 1.) NORTH ORIENTAION IS PER MAP REFERENCE NO. 1. POLE 3 2a• LOCUST/POLE 18-LOCLST N7&4"'� LAST ` I f I / / I 2.) ELEVATIONS AND CONTOURS DEPICTED HEREON ARE BASED ON AN NM 170 Vf 1 / 00- f 24' APLE CLUSTER ! ' • t/ � ASSUMED DATUM. 30- Locusr C 1 3.) THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF AN ABSTRACT OF ti 30'LOCUST POLE I I 1 170-1 16• LOCUST l srory W I I ' ` ' ` *p TITLE OR TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF v vG ROU 149 GUY FACT SUCH DOCUMENTS MAY DISCLOSE. ' .._ �' � M�/,.. is v �,2v/v, D �ox t �" � ' ' \ \ •� / TO fJL L wEIL S• � \ a / LANDS N/F OF I.P.F. MAP REFERENCES: c- _ / 347 31• �� a / J & D MARINA, LLC. �� - N - B. ,237, P. 4s • 1.) "MAP OF LANDS OF ROBERT MEINS", PREPARED BY LESLIE W. COULTER, cn+ ca `a 279-1-63 DATED JUNE 4, 1949 AND BEING FILED IN THE OFFICE OF THE WARREN CD CD �, / COUNTY CLERK. ' cn n CD ,P SE�°nc DEsi�v �a..<,�GSF, orty 2.) "NEW YORK STATE DEPARTMENT OF TRANSPORTATION DESCRIPTION AND a MrR(J�1�tiJ ti NEW MAP FOR THE ACQUISITION OF PROPERTY", BEARING MAP NO. 102, PARCEL NO. 125. n CD M < �Qe NEW YM STA EP F HEALTH5. y� ,�,• �. ' �a j • 1Y MAX. REMOVABLE COVER g 3.) LAND ACQUISITION MAP, PREPARED BY THE STATE OF NEW YORK DEPARTMENT - ---- � OF PUBLIC WORKS, DATED AUGUST 17, 1937 FOR LANDS TO BE ACQUIRED FROM • Q rOPse/c �� �1 EMMETT WALKUP BEARING MAP N0. 21. � - p { 9.: c- ® + BAFFLE INVERT _T SErru rr, M > V r / es i, INLET aC �A.PTh O,f. e- w�y� $ ,• 2'MIN. ELEVATION OUTLET •,f;I g — 6 �_�'_—__ ' 4� 2-- bI` fief/lt I �uAG6X' 7j C. O. 0621 A C" o 2•MIN. —' 150 2'MIN. ? --_ -- / LEGEND � CLEAN GATE PEA-112') OR DATE RECORD OFWORK DRN CHKSURVEY 0F` LANDS 0F 3Q00 Qt Vj!�DNidiins ` POLE rX CLEAN$AND.PEA / ' _ TOWN OF: QVEENSBURY �C7 :1C 1 10 AO NM01 169 NYT 4S �p �' __ >`-- —± ' 06/13/05 SEEPAGE PIT AND WELL LoCAnoNS ADDED D.K.S. NOTES: I S 0 WAMC 0 XXV LTD. ,1 -In(°� n.� C.I.R.S ......................... CAPPED IRON ROD SET ?' �Z2 6 US..�s *"7, / 1.PIPE JOINTSTO BE SEALED WITH ASPHALTIC � �t+^/ /f .M MPEJOIN STOBEVALENT• �5/s F�7t!<ii1'6, }' /nCiGTX9�a�Q trYSTE�i ��M �C�(1/YJ COUNTY OF: WARREN, N.Y. I.P.F. .•.•••••.•••••••••••••• IRON PIPE FOUND F OF N BOOK 1323, PAGE 330 — TAX ID. NO 279-1-62 C.I.R.F........................ .. CAPPED IRON ROD FOUND 2 BE EQUART L USE OF SPEED OF L LEVELING PIPES MUST ctb) G1 IN EQUAL.USEOFSPEEDLEVELING Ni 668 STATE ROUTE 149 I.R.F. ........................ IRCN ROD FOUND DEVICES IS RECOMMENDED ri?oa.�Cw4rfR, ,G SCALE: 1- = 30' 116.00-2-39............ .. TA'C MAP SECTION—BLOCK—LOT 3,THE SLOPE OF OUTLET PIPES BETWEEN THE i/yoEyV//Oc/t CAYEX' 4 H lY NORTHEAST LAND SURVEY & B.769 P.986 ................ DEED BOOK & PAGE DISTRIBUTION BOX AND DISTRIBUTOR LATERALS DRAWN BY: D.K.S. 2 r LAND DEVELOPMENT CONSULTANTS, P.C. SHOULD BEAT LEAST 1132'PERFOOT• NOTE: DO NOT INSTALL IN WET SOIL N/F••••.••. NON OR FORMERLY INSTALL PARALLEL TO CONTOURS ; _ � PARADE GROUND 2 VILLAGE 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY ••••••••••""'•""" 4,BAFFLE REQUIRED FOR SIPHON OR AUTOMATIC DOSING " ' ,O LAND��� P.O. BOX 2140 , MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A (176.5) DEtD INFORMATION OR IF INLET PIPE SLOPE EXCEEDS 1/Z•PER FOOT. INSTALL AS SHALLOW AS POSSIBLE WHICH MEETS ABOVE NOTED MINIMUM DEPTHS s+y 0 1 a �^ LANo pEVa0P1�aT MALTA, N.Y. 12020 VIOLATION OF SECTION 7209. SUB—DIVISION 2 OF THE `V NEW YORK STATE EDUCATION LAW.- CHECKED B': Ox1SULTUwTs,P.c. (518) 899-7339 ' OF THIS SURVEY OVIRHEAD UTILITY LINES DISTRIBUTION BOX (D-BOX) DETAIL TM EQUALIZEI[t 36 DETAII. SAND SUS 'ONLY COPIES FROM THE ORIGINAL APPROVED BY: DATE: 04/05/05 PROD. NO. 05-047 DWG. NO. 05-058 SHEET 1-OF 1 MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.' r e, x d IN 1144 f'; f— e"'a - '1 1914, m� ti 0 d x, r j X py R v: A y CM45W4 40- % so I .4, NO �,A _t F 6.- tp 7", N� 7­ vv' xy- v TA"I lu- <7� x 40121 t 4_, 7m. .......... of (elo Rio "OW 00,4 00 ......... t GIN -41f-F Z"re/9 kVwq,77,�e4o .70 8 7 20 100 30 /Vo ICA 000, W�,,0,i'71,e,-6 4,0,' ,94e 0 '40 60 80 ;'100 120 20 1�? 160', 180 GPM o�y L 20 30 4U lo� 0.* �o APACITY Wil W. , oel IC ORI'71191VC Co 61Z 0 /CZ/41? oll -10 10 q , z '01�711!1� 0cp �9 00 100, 10, 10 4 492 _,00" -79/ / / /9 - Z�� z 11 . / 49141ely /9,z e4l . 7 OOOF9 5' Z7 '000�00,�� 'o 4F IYO Te_:'9N - 7 194ZZ t 4111Z 19 174 "4 7191vl-,r 70 ILLIAWE''KONTOOME PE y- f 0 CE E lu LT t N Gl N 7 ca e-- 4 o e! 4 7:�/ oe— 1::2"1 -1 e 7.—zn 1"I L (-,.,o 611 Y 11711 _T/ E V A., z sesl9z 4F.; s ca 146 J . of GENERAL NOTES TABLE 1 REQUIRED SEPARATION DISTANCES FROM WASTEWATER SYSTEM COMPONENTS '" _ _•- __ M,N. so•C.,r.-s - 1. NYSDOH's "Appendix 75-A, T.sva.,W. Wi1111. Wal.ce..s•(OL hey.ty orinag. •' -�. See .w•nw o-..ni �•. 0a ladist`Fris"mailiEk»E°� mvtSbt �. o Ill.—f:cmpen•M, sKt-U" ., d4hLIN01000111I ; °:• .�, - Wastewater Treatment Standards - Meuw a•.. 25'4 c wt iron 25' ]' 10' /JL - twt•r,ph1 I.mfl /VC riU p'^M (a➢Iw a lE!.INK DL ds'OYa!PtQattp atOAQ'►2G r ��--". ° � z f1 ". � 11 Maseea.wf. s �� �� ., . Individual Household Systems & FI I r A sale l n •- e. toASO � Il s.elw tank 10• >o' to' to' 10' alur ELTEN r7cw ` ,� �n p 1. '�y� �.�.` a Individual Residential Wastewater ""— "° , N\\\\3� om ,�s -� `\\ TreatmentSystems-DesignHandbook" 6Ynteewnlm 30' 10' 10'- to, 20' ,dsu M ,.�'at" ` ` 5 ��, p -�S.A h ' N 1,,., • Z �•..`� for additional design requirements. Pau.sws.aea 100' ,00' 20' ,0' 20' (w�,. A-0w,a.Ia la0'lal !00' A' ,0' 70' Al�"IMP rl'L $WAM AtpY AWW '. , \_{ 1�L1 s,•„p,v, IWAA I00 ]o' s 2a taws/1waBp !> !1 r0oa4v slwllt. ~° "/M rFp \ xT7(V{� 2. This map is for septic system design dry_a treed N EX� � , _� . es only. 1M Iee,inal so, 25 20• 10, IP p,ram !N . urpo$ y. R•i,<e.sound syfr•n(c) ,«•tr1 ter' 20• ,0' 20' 6Cftli idptalo Ile 5, f ,.,,• per . Falls,1 1 1001a1 ,W 20' IW 20' ^"� ,1. c I • �0 l` .b.."e 9 rQ e?4 00 SOILS INFORMATION w..or.rr.ru«.le) lwt.) s0' 2W 10• 20' �� .;. c°-o°a. so' Sir mom m• 10• 10' rE[snetlrlc toAwdRr: - •l �, °�.. -.SrAPOIML OIECYAIDt.I z ,o•, -p s.w.y Ihiry tN a• 2 SO' 0' M San d unit •� O /i d.� \ �� - =• \ t�• 67—;PrT ,0/7) '!�' f'M tC/ �X n+w.w,I.rsye v,•k so' >a 2a• IO' 1a' (� �� 1� ►:. • S SHALLOW ABSORPTION SYS U CONSTRUCTION DEMA 1A o ?z? O 7 e Alow z,IE Gh /3/OS NOTES: •A• 'q !- (a)When miss"treatment systems are located in eoxu Pavel«upgrade and I.Ma �' O O - W/ J YD�'f /iVS L. O AL-/ftA �JYtlAf general path a drainage to a wed,the closed Dad a the WaahrNM system shall be at lead 3M SrAL�' dOeT � \ r;— n 10 feet away from the wed, Q (b)Mae.high under mark — (c)For all systems involving the Placsment a an,naNrial.separato ta n dlsnces are Q d in P �• 3Q a >�NO y Ga/}l1� measured from the toe a slope or the on. N d) Any water sarvke line uro ar pressure 1.,public water Supply .� _ \\ /' ( t� pu P ny main,householdFILE L ,.} ;. �e �Q serval ilns,cell b household arinrke line)heated Inthb ten feet a a abaerabn Bew. �3. _ / / • me age pit«sanitary privy shall be Installed inside a larger diameter water main t0 protect v \ rn -� -� !.� - the 11aabN water supply. �r service a) "it water swvko line under ressore i.e..public water"Only main,household ; -\ '_� — /may ..✓J ./ Any 10 household service(pine)crossing a sew h mine,$hall be Installed with one full f, d4 {A ', _^ � _��' ( T yS (/�s•F�U�/GN 7Ei7s) length of water main centered above the sewer so bah water eonnactlrp)oints are as lar as passible from the sewer.Section&S setts OLUMRS Recommended Standards for Water , -\ I ` \ \ Q ! 6 �, /l��E. S� W«ks.shall be falowed for saparetlon a water mains,aandary sawsrs and st«rII sewers. N I� V / ( / (0 The minimum separation distance between a septic tank and a ccmmundy type public VK {` (�. v` d ^/ water supply well should be Ins NN-Distribution home and absorption fsctldit.(e g.. Design #of Length of Total Design , p tN^� p I t �'7 \) 4• absorption Wencbeafllads,seroage DIti raised systems.mound syetams,etc:)should M '' N �( n `1 — M�N located 8116234 200 feet from carimm nity Iype Public water supply walla. Design Flow Rote •ke#erels ae6#@fe1! Length Basis ,• (9) Recommended separation distances 84S/9 g �• yq; `'1it /`iy T STi B/L/�� - (G/P/D) vAiyts (Feet)Zj, (Feet) (Min./Inch) LOCAWN STAKE GROUND SURFACE °lam. T O0 5/Z SL 6 8 /��_� .P'• � `�� j vo'j� / ` `�s,` . LOCATION STAKE VV ---- p'(�Pri�Yr MANHOLE COM 12'1 /erg SANITARY DISPOSAL SYSTEM e e r o a we a to septic tank: 4" PVC SCH 40 pipe,tight joints,min.slope"A"per foot(2%). °. Septic tank to d-box: 4" PVC SDR 35 tight joints,min.slope 1/8"per fool-(1%). ;! HnC SEAL MVERTOF WLEETTrAEOVE tt D-box to : 4" PVC SDR 35 tight joints,min.slope 1/8"per foot(1%). INVERTOFOUTLET ! �• E/,�•�h Uni><S : ?�r o. f p< r �R �O p — ————40UID LEVEL — OUTLET /1 r y P/ `^`TFp CAUUCED JOINT CAULKED JOINT .A °.�� Q ,I ✓ //\ p ✓ SAWIARY TEE S --- B /n y �1 O _((e/ rCdAV.{r ��' 7 . 14 b• `INLET BAFFLE 3 12•MAX. REMOVABLE COVER AELTE ♦d _ MAY BE USED INSTEAD • SANITARY TEE r d der OF INLET SANITARY TEE 04 . \ r0 \ \' �� ®•L. ! 0 4 D 3W MIL INVERT -W MAX v) INLET BAFFLE \, �Z�R� 'D�PTM' wAUTiRfKNEssFOR 2-MIN. ELEVATION .° V POURED IN PLACE P CONCRETE ....... OUTLET - p.�v.�_ • d�o s,•b4 v.�P v •�s ev•s.s D ,d. e7v iv O O ' SEENOTEBELOW sEcrloNwEw �_ ' .... '. _ � ,�.� `'�`.�`\\�� 6 �G >��C /�-s7Lr•� �f/p A.12'MIN.FOA LD<40•AND lir MOL FOR L0 2 4(r T 2'MIN. \ / B.IC WK FOR LD<4WAND 1C MIL FOR LD 240• 12'MIN. ` Allow" A y LO.LIQUID DEPTH 1" � Allow /•. by e I � - / E GF a� CLEAN SAND,PEA GRAVEL OR sy'aI L LO Gv �r�SG PP 770/V �'h✓Cy '°�°os e e es• AGGREGATE P14-140) - --'—' SL ° • _ ASPHALTIC t _ •op NOTES: U--" SEyTIC SYSTEM CfCS/G/V r 2(r MIN. O •�• 1.PIPE JOINTS TO BE SEALED WITH ASPHALTIC TL Y XW e' �/f Pr�� "•O/�'1 47'�1 INLET t,,, QIlILET • ,; eRo�oT MATERIAL OR EQUIVALENT-,4 2.INVERT ELEVATIONS OF ALL OUTLET PIPES MUST S�nC L-4 Y BE EQUAL USE OF SPEED LEVELING " 'a.3 N 7S. TiTL✓il'GF �U�7vs�uoy DEVICES IS RECOMMENDED. --'� -� i . o°• d A•4 0• 4 44. •>°•a p °°'° 4 3.THE SLOPE OF OUTLET PIPES BETWEEN THE �pp t �1T DISTRIBUTION BOX AND DISTRIBUTOR LATERALS � L 1 �0 V i-f L /� / GF Atl4wew SHOULD BEAT LEAST 1/32'PER FOOT. �y�ETA 1LLJ PLANVIEW, AR - - F MALTH NOTE 4.BAFFLE REWIRED FOR SIPHON OR AUTOMATIC DOSING ' A minkitetla3•adaadleertd«pu WWI*WS'awwrdaWs"s3f4-14Mr-4,rA r.4.v.le. OR IF INLET PIPE SLOPE EXCEEDS 1W PER FOOT. KErr14 R. MANZ• PF-. 14 Nortand Gourd of 2 SEPTIC TANK DETAIL ' DISTRIBUTION BOX (D-BOX) DETAIL DINe :nkarataga 'Pring5, NY 128" P.E, -t--- i /if'r°x GENERAL NOTES • TABLE 2 - T �- 1. See NYSDOH's "Appendix 75-A, REQUIRED SEPARATION DISTANCES FROM WASTEWATER SYSTEM COMPONENTS sv c r,v s - y Wastewater Treatment Standards - wT. it r U.e Drain `- Well •e• BACA'![l wM SLY CF'MO ORCARF PCRar[aB[r)T AS]NC pacYNK L ' =,,ran�wn�.nla p..•I,:y Dnc�,c ApfAT aKSLY AMO/QP ACBf9P PCPSWARA2 >. Individual Household Systems" & 7 .SLAerACC� / LVPrW cr!u ABOI[nc aar/aK paplAv ,;� ;;,,, ,SpvCar.Ih4rinq•w 2S - s 6 dCENTRLaYECK 'a y��, "Individual Residential Wastewater A an p,nna,50 en.r..+ ![L MPCR ARC ,�. .s Y _ °. ecxr EL;Tev IQew ,Y "�--..., „�. < , 5•eeat,a ,. °_ r�z� a a TreatmentSystems-DesignHandbook" Hnwm.n.le t d L, r • eiamA,uoh poi 5°. •°. IO' 10' 10' _ _. _._ . • I L-!l 'Q �v � v per) for additional design requirements. 100' to- 10' la' 7Q^SOT ro J MAXa'sia aOrTW Ar MLAY]r J8'SA r� I•, \�\ • ,�fir/ aau�woon ear 100' ,f- 5W L'Of Tar AB0 1?47 , _ �, �l;F 2. This map is for septic system design iW„I 100 2T ,a' 20' S ', as e,I,w sale �, - P poses o y >.oaga Pl ,50'lal tan' 20" t0' 20' .. - �y '4 .. •\.,y.— -� ur nl 5 I � 1 An Dry rN,Igel 10' IT IT ttsaea>4 ,,vt aralww l<) i001a, a ^� � r.. mwrmn.nl s.ee .with 1ao' :°' IT za N J� SOILS INFORMATION Evaaou so 2W 10' 20, - abaarpwh aYN,m M<) 1oo'lal - c/.e - , ,gsBpCaK BonwoA.er: � � �—\ OO '=�Y/7•% /`/ scAswu may fJ OL"issimv L l j�� � t . j ` r) T` �7L T Cem.aal,r -aaaLrx samnrY mvy Nu ,W' 5U' 2G ,a• A' -es[nwOtrs IA>CR rnn.wrlw,wmva.n =o' 2T '° '°• SHALLOW ABSORPTION SYSTEM CONSTRUCTION DETAIL • T '' "��� '--%= -mod -m- -'•� - - _ NOTES: grave � �\ (a)When sewage treatment systems are located in cause 1 or upgrade and in the SCALC: Now L - • - ,- general path or drainage to a Well,the closest part.(the treatment system shall be at least 200 r /eel away Irom the well. Y 13 (bl Mean high walar ma . (c)For all systems Involrkving,he pla<amem of fill matenal.separation distances are measured Irom the toe of atop.or the rill. --I..line under press...(I...,public water supply main.household aervKe i'id) AM well to water household service limit I-.Iad within ten lee,of any absorption field. seepage pit or aaNtary privy shall be inSIA6ed inside a larger diameter water main to protect the potable water household (a) Any water aervKe tine under pressure(,.e-public water supply main.household _ 4 ^ t ti��- 1 lam"-•���~f^ .. service tine,well to household service line)Grassing a sewer shalt be Installed with one full ^ `j- = 1 \4 __ 1J _�'/ ��A 4 r .91. --/�•''•%" length of water main centered above the sewer so both water connecting joints are as far as I' MINIMUM REQUIREM N possible from the sewer. Section 6.6 of the GLUMRB Recommended Standards for Water ,� 3 Wwks,shall be followed for saparaton of water mama,aaniluy sewers and storm sewers. ', q ,i' (0 TM minimum separaton distance between a septic tank and a community type public Design #of Length of Total Design ! w......Ppiy well should be 100 reef. Diatnb.hoh boxes and absorption lanldros h-9.' gpg}g Length Basis - a. !r�'df3D1rC'-` absorption lrencnearbeds,seepage D4a.raised aptsma,mound systems,etc.)should ba Design How Rate -i:9ef@i5 g `';✓fr4� Ipcated at least 200:fcet ham community type public water supply wens. Sorts (GPO) y/�; (Feet) t (Feet) (Min./Inch) _ i �-`1 ' c rT - - (g) Recommended separation distances. LOCATION GROUND SURFACE STAKE LOCATION STAKE MANHOLE COVER tri g/dam'. SANITARY DISPOSAL SYSTEM �• J��� i" 6 y ! .o e e to septic tank: 4" PVC SCH 40 pipe,tight joints•min.slope"A" per foot(2%). e ee o 6'>a.� b.a. o> �• ( ( ) _. c`l'! f`� l -•'i `n ;. va Septic tank to d-box: 4" PVC SDR 35 tight joints,min.slope 1/8" per foot 1&). ° ASPHALTIC SEAL g 1 D-box to Me 4" PVC SDR 35 tight joints•min_slope 1/8" per foot 1°Yo . pf NEW j,® s/ INVERT OF INLET 2'A9OVE a r/ 'ems un�rs - i 15. •�'�\:e•y �' +` a� •per r r;INVERT OF OUTLET INLET � LIQUID LEVEL OUTLET <ol q' �' j -. \TOWN OF QUEENS URY ���` In. CAULKED JOINT 4 A •-,-� — ———— — — v CAULKED JOINT 7. SANITARY TEE Al bav 12'MAX. REMOVABLE COVER .L A• INLET BAFFLE SANITARY TEE _ I - � .D A MAY BE USED INSTEAD a .L.REV 1N if I E E D Yf' C ��O �Q 1%'& �® d OF INLET SANITARY TEE 1 + p° BAFFLE INVERT r/ •p 70'AN.-GO•MA%. INLET 2•MIN ELEVATION ; % - - PATE A0FEssro�A A• LIQUID DEPTH t 6•MINIMUM . , . a• I a WALLT1iICKNESS FOR OUTLET 41 POURED 1N PLACE TTT111 tl" CONCRETE _____ ' .r p .b .da v 'v y'b� �•bvo sv�b • >•e - SEE NOTE BELOW • .e . e - , r .l SECTION VIEW 2'MIN.A:17 MIN.FOR LO<,IW AND 16'MtN.FOR LD 2 40' N / i�%•.'�', FOR <40'AND le-MR•LFORLD240' - B=1PMIN.FO 12'MIN. O ___.-----�' ..- ............. LO-LIQUID DEPTH •::vi:•}:•'r:v::G:4:•:::•}:••f.- Z -_ '' _ ' lzl�c T CLEAN SAND,PEA GRAVEL OR AGGREGATE(3/4-1-1/2) L ), , .Are -_..T�/ .C`�T//' -iY� rt/k•I "t":'.n! ---- -- ASPHALTIC •d v,aTT ,D-- ^ p• NOTES: ,t` - TAP f/i.F �x" :P.r_y 2t'MIN. 1.PIPE JOINTS TO BE SEALED WITH ASPHALTIC I�Ef ;, O OUTLET MATERIAL OR EQUIVALENT. -�-> '.•...': RING - ,r s!• F �/ l �� BOOT Ad -._....._._.. WN /1 . ._1 2.INVERT ELEVATIONS OF ALL OUTLET PIPES MUST — -— "" -' "" v BE EQUAL USE OF SPEED LEVELING /}�T= I p•p DEVICES IS RECOMMENDED. / e e,9 c d.�•n.o 3.THE SLOPEOFOUTLET PIPES BETWEENTHE DISTRIBUTION BOX AND DISTRIBUTOR LATERALS SHOULD BEAT LEAST 1132'PER FOOT. PLAN VIEW 'Un "/U a 4.BAFFLE REQUIRED FOR SIPHON OR AUTOMATIC DOSING KErrH R. MANZ, P.E. No7e OR IF INLET PIPE SLOPE EXCEEDS 1/2'PER FOOT. A mshi nnn 0i 3•Of dean sand le pee pave'.w S•d washed egpegeN 3N4•-1.1f2•a-11,Fle TAY-K- Saratoga J v X f 7 • }J g NOrlanld ,011rt. '-•'C T (X } v ga :nlprulg3, NY 12866 SEPTIC TANK DETAIL �sa�u • DISTRIBUTION BOX (D-BOX) DETAIL, ,�,�,� o�3 t �j� L�3 su