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2000-078 TOWN OF QUEENSBURY 742 Bay Road, Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: 2000078 Date Issued: Thursday, August 23, 2001 This is to certify that work requested to be done as shown by Permit Number 2000078 has been completed. Tax,Map Number: 523400-227-013-0002-058-000-0000 Location: 28 ROCKHURST Rd Owner: MARK RYAN Applicant: RYAN, MARK This structure may be occupied as a: By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY 4 Director of Building&Code Enforcement BUILDING PERMIT Town of Queensbury, 742 Bay Road, Queensbury,NY 12804 County of Warren (518)761-8256 VALUE $ 80000 Building Permit No. 2000078 TAX MAP NO. 1 6 . -1-4 • Permission is hereby granted to RYAN, MARK • Owner of property located at 2 8 ROCKHUR S T RD. in the Town of Queensbury,to construct or place a SINGLE FAMILY DWELLING at the above location in accordance to 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. Owner's Address: 6 MOCKINGBIRD COURT WATERFORD, NY 12188 Contractor or Builder's Name: RYAN., MARK Contractor or Builder's Address: Electrical Inspection Agency: NEW YORK BOARD NEW YORK BOARD OF FIRE UNDERWRITERS Type of Construction: SINGLE FAMILY• DWELLING Plans and Specifications: 1036 SQ. FT SINGLE FAMILY DWELLING AS PER PLOT PLAN SPECIFICATIONS Area Variance No. 51-1999 Approved Aug. 18, 1999 Proposed Use: SINGLE FAMILY DWELLING • • $ 111RMIT FEE PAID—THIS PERMIT EXPIRES March 31 2 00 2 (If a longer period is required,an application for an extension must be made to the Code Enforcement Dated at the Officer of the Town of Queensbury before the expiration date.) Townof Queensbury this 31 Day of March 2000 SIGNED BY--- >G1� A.� for the Town of Queensbury Code Enforcement Officer L 111111. . _ i-uuatngl'erinit application _Town of Queensbul'y - Dept. of Community Development, 742 Bay Row!, Queensbu►y, NY 12804 /761-3256J o• • BUILDING & . CODE ENFORCEMENT NOTICE Requirements prior to issuance ' ' " of this permit: PERMIT FILE Na ' -O • A permit must bo obtained before o beginning ec nertruction. No inspections y 1'1s1tA117'1'Leli 1'AlU$ O will be nuute until applicant has received 1�1 Zo►tl►t Board Action Q Q a VALID BUILDING PERMIT. All • �/Use ! —�/! RECREATION FEE AI applicants' spaces on this application MUST bo completed abd•th a signature n Planning Board Action REVIEWED DI: of the applicant•must appear osi the SPR / Subdivision I Oilier Building Ins,.aror implication form. 1MIA',eta • J Recreation Fee Payment Applicant: 77.4770( � P`,/7N Owner: ,20?-x /2 .1./ . ' Address: 6 ftUcK14/ br•l'd C7`"LUF�N%t?(Address: °e!/.i1Lf'g,-f e r cc, �Y ie ee Phone # ( S/91 233 - OeFetf Phone # (VP ) 037 - aei'j/ Property Location: 2 iocv l 7T +240 .• • • Tax Map Number - /G/ / 1 - / . .:Subdivision Name: - Section Block Int • ' NATURE OF PROPOSED WORK: ESTIMATED MARKET V UE OF THE , 1: New Bt. CONSTRUCTION: $ re2©0d residen - / commercial Addition to Building: residence / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building - Ic �IVF� residence / commercial . X! Single Family OwelYn_:�k,. Residence / Commercial Two Family Dwelling no change to exterior size . - _ Family DwolliMAR 0 9 2000 Office x t}ter Wo k (d cribe below) Mercantile TOWN OF OlUEENSBURN �t?�OtR�e� v►� u►'t'i9/ Manufacturing BUI DINS AND CODE /,, Other GROSS AREA OF PROPOSED STRUCTURE: (gO • 5-0 If ADDITION, what will use 1st Floor sve sq. ft. c� of new addition be7 : 2nd• .Floor • S/8' sq. f L- .� Other Floors sq. ft. r , (not unfinished cellar or basement) ACCESSORY BUILDINGS: • Detached Garage 1, 2 car TOTAL FLOOR AREA: /O3C SQ. FT. Attached Garage 1, 2 car . Private Storage Building SIZE OF NEW STRUCTURE:� • Commercial Storage Building 2 FEET X /b FEET Other Foundation Type: �D�a e0 CC�cv P/C Will any second—hand or ungraded ' Number of Stories : 2 lumber be used? If so, for what? (habitable space only) _ P_ O® !!eight (grade to ridge) : 2 t feel: TYEJOF fEA•1'ING SYSTEM: M: Number of fireplaces an /or woodstove (circle' all which applies) /) O,j to be installed: Electric / Oil / Gas / Wood Forced plot Air / Baseboard / Other Person responsible for supervision of work as egards to building codes is : /7i9,eK pry✓ 6 mac- !in19A/Y-c cf Cvi 9' ' 14-23306ry Name Addresss Phone Builder: ' Plumber: Mason: Electrician: DECLARATION: Please sign below after you have carefully read the statement. To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the ltuilding Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that 1/we shall submit prior to a Certificate of Occupan- ' Certificate of Co npliance being issued, an AS BUILT PLOT PLAN by a licensed survey°•, draw sc••le; howit actual location of project on premises. ' Signature: er a , a , contractor) - Application for,Permit-Septic Disposal System •' • -. • Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: p Office Use 1 Location of installation: 2 D 1 f2CGK(/v71 y D. • •- / / ` / File Permit No. " Tax Map No.- . \ ' Fee Paid Owner's Name: L 4,k 1&�/q4 I" Address: (D (I/o"4.•Kiii, b!r, Cl 2. INSTALLER'S NAME : • PHONE NO. • • •- 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(~)and multiply II of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: . No. of Bedrooms ' x Computation = Total Daily Flow . 1980 or older ' ' x. 150 gal/bdrm = • 1980— 1991 . x 130 gal/bdrm = 1991 —present 2 x 110 gal/bdrm = 2 2 6 Garbage Grinder Installed yes / no X , . Spa or Whirlpool Installed yes— I• no X 4. PARCEL INFORMATION: (circle applicable information &indicate measurements) . o aphy Soil Nature Ground Water • Bedrock or Impervious Material Domestic Water Supply Flat • - • sand at what depth . at what depth municipal" Rolling ' 4 oam • - feet • feet well . Steep slope c ay " if well; water supply _%slope other-. " from any septic-system • depth: • absorption is ft. • other_Z APre . • Percolation Test: (To be completed by licensed professional engineer or architect) • Rate: minute per!nth ' ' 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 sire 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: fi. • Seepage Pit(s): number of_ size of each: . . ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: • x ' Alternative System: . •• length and/or size : . 6. HOLDING TANK SYSTEM: (if required) /j O4 07D O ��� 3 6 j I g 5 klzso 35oo • Number of tanks: 3 / Size of each:f kl a. gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical woik 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 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 the regulations with respect to this application and agree to abide by these and all 'requirements of the uee bury S itary Sewage Disposal Ordinance. : . V 3 - 9'-2ovc) - . Si of resp ' le person Date • • • • • 5 k= ENERGY CODE COMPLIANCE • PPLICATION -TOWN-OF QUEENSBURY,. WARREN COUNTY 9000 HEATING DEGREE -DAYS Compliance Methods: PART 5 - Acceptable Practice Method ..- - 1&2 Family Dwellings (only) . • - PART 6* Thermal Rating - Component Trade Offs 1&2 Family .Dwellings; Multi :Family Dwellings (3 stories or less) PART 4* Design by Component Performance. • Commercial Buildings-Hi Rise Residential *Requires submission 'of worksheets - APPLICANT' S NAME: PROPERTY LOCATION: ' 2g- p. PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - /036 square feet . 2 . Type of Heat - Electric Oil . ' Gas Other `00' e 3 . Is building -mechanidally cooled? X' . Yes No 4 . Percentage of area of windows and doors Y Over 17% . Under 17% 5 . R-VALUES FOR INSULATION GIVEN BELOW MUST 'CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED: " ' a. Roof R ' 30 b. Exterior walls R c . Glazed 'areas R" d. Exterior doors " R /0'_ e . Floors over unheated. spaces " _ R — f . Edge of slab on grade (heated building) - - - R — g. Basement/cellar walls' (above grade) ' R h . Basement/cellar walls (below grade,) R i . Heating/cooling-ducts-piping in unheated space R - 6 . Service (domestic) hot water heating device Conforms to minimum efficiency per code X Yes No TE TURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED Ap .+ • na re Date Phone Number �- 9-200 0 S/k" Z 3 3o,er y INSPECTOR' S RKS: . AK TOWN OF QUEENSBURY 1+'! BUILDING & CODE ENFORCEMENT sJ 742 BAY ROAD /"� QUEENSBURY NY 12804 (1 (518) 761-8256 ARRIVE: DEPART: INSP: FINAL INSPECTION REPORT - RESIDENTIAL DATE INSPECTIONJJ / REQUEST RECEIVED: , _ NAME a /. , idl LOCATION 2 ACk /�ls7i 1/ DATE /23 0/ PERMIT #.�61O0-0 8 TYPE OF STRUCTURE FOOTINGS FOUNDATION BACKFILL FRAMING ROUGH PLUMBING SEPTIC INSULATION • FINAL ELECTRICAL_ WOODSTOVE OR FIREPLACE N/A YES NO CHIMNEY HEIGHT/B VENT/HEIGHT PLUMBING VENT ROOFING EXTERIOR FINISH DECK/PORCH/STEPS/RAILINGS RELIEF VALVES FURNACE/HOT WATER OPERATING INTERIOR TRIM/PRIVACY DOORS FINISH FLOORS: BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED STAIR CLEARANCE/RAIIIN SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTURES FOUNDATION INSUI)AT • GARAGE FIRE PROOFING DOOR CLOSERS FINAL ELECTRICAL I /SITE PLAN/VARIANCE RHO. V , FINAL SURVEY PLOT PLA Yes � �" OK TO ISSUE C/O OR C/ • Final OU11.S t. � issue- recli e / (Wow 0 -fl 4P, OY Vi'74£ SAPUZ5 ' a/o nj Eed-A preri7 /tile tve e. in /74re u Spfr' /1/1 s 0 /� TOWN OF QUEENSBURY 1171. BUILDING & CODE ENFORCEMENT `ir� .742 BAY ROAD QUEENSBURY NY 12804 0 (518) 761-8256 ARRIVE: DEPART: INSP: FINAL INSPECTION REPORT - RESIDENTIAL DATE INSPEECCTION REQUEST RECEIVED:, NAME QWY`Y LOCATION gociRvj r pc} DATE 5_ 1\- aoO 1 PERMIT -07R TYPE OF STRUCTURE FOOTINGS FOUNDATION BACKFILL FRAMING _ ROUGH PLUMBING SEPTIC INSULATION • FINAL ELECTRICAL WOODSTOVE OR FIREPLACE N/A YES NO CHIMNEY HEIGHT/B VENT/HEIGHT PLUMBING VENT ROOFING ' EXTERIOR FINISH DECK/PORCH/STEPS/RAILINGS RELIEF VALVES FURNACE/HOT WATER OPERATING INTERIOR TRIM/PRIVACY DOORS FINISH FLOORS: BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED STAIR CLEARANCE/RAILINGS SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTURES FOUNDATION INSULATION ' GARAGE FIRE PROOFING DOOR CLOSERS FINAL ELECTRICAL • SITE N/VARIANCE REO. CAINAL SURVEY PLOT PLAN 1`I 0 • OK TO ISSUE C/O OR C/C SAY l S' S •... 21'I.3 apiy1 .-Deivc:- RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept. of Community Development Arrive:•/p • I •-•art ,.(✓ ,OP,..- Town of Queensbury P F.•-, or's Ini 742 Bay Road Queensbury,New York12804 ilk NAME 1`�1 ` ,,(c +" PERMIT#. 0 0'(7)7 LOCATION V �1 G 1`a ti--,� ( DATE ""I 0 ---c2-/0 TYPE OF STRUCTURE N//A YES NO COMMENTS �- Chimney Height/"B"Vent/Direct Vent Location .✓ —�- ) (P 0 0 — Fresh Air Vent through Air Intake gh roof l�J •6��<Z1 c)E ht-tz\ A t pQ �\)—i /// Plumb Roof Complete Vi W 6 M� �e l \ L�T�� Exterior Finish Complete l_-Rt CAS 1 Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,Ian.• s. 1,: in.or more Interior Handrails stairs both sides or ;•ore risers �// u Grade 2%away from foundation li 8"clearance to sill plate ' �/ / Gas Valve shut-off exposed/regul• or 1:"above grade Gas Furnace shut-off within 30 f• A or *thin line of site / Oil Furnace shut-off at entrance t., •ace area �/ / ufetwiteee/Hot Water Heater opera• g `✓ - - Relief Valve(s)installed • iHeadroom,6 ft.6 in.on stairs ` Basement stairs,6 ft.4 in. ✓r • Handrail exterior stairs both •i e more than 3 risers V /f Interior privacy/trim/door ain - trance 36" ✓/ Floor Finish ✓! Bathroom/Kitchen watertight �/ Interior Handrails Balconies/L.••••. 18 in.or more ../ Railing across window ins •• •lls Smoke Detectors: every level p every bedroom V/ outside every bedroom t// inter connected Bathroom fans f Plumbing fixtures �j Foundation insulation ✓ 3/4 hour fire door/door closer V Garage fireproofmg Vi Garage penetrations sealed Furnace in separate room protected(in garage) �� m Light ventilation per room Safety glazing 18"or less from floor l al Electrical �/ I/Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required //jt-At•OketED�� ®� 3�—•C- ,f Okay to issue C/Cof Compliance) I b — 2-i N_FI Okay to issue temp. C/O C/O(Certif.of Occupancy}_ lE Okay to issue permanent C/O(Certif.of Occupancy) 0 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Namea,l ; gotrIr.„ Location c g Dates-, -© ) Permit k- -6 7E SOIL TYPE: Sand-Loam-Clay- Results of Percola 'on Test- (if applicable) Ra - Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: • al Length Length of each tre ( h Depth of renches Size of sts. - SEEPAGE PITS: Numb-r- Size - ft. ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/'it Openings Sealed? Yes No . Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption feet , . Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: 1 i 3` ,.// v/Uri) • a Jyef ,.41J 1.-6k ,%arm yf SYSTEM.USE APPROVED: YES NO Arrived: .2`yi Departed: 2/) Building Inspector N • TI RESIDENTIAL FINAL INSPECTION REPORT '' '''''') /al)) Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept.of Community Development Arrive0 '*am/pm Depart ai pm Town of Queensbury Inspector's Initials ' 742 Bay Road Queensbury,New York'12804 • NAME PERMIT# 0 o ----a Z -2 . LOCATIO SINC:\: , C.7 A.tll0 DATE — 3 - ) TYPE OF STRUCTURE WA YES NO COMMENTS / Chimney Height/"B"Vent/Direct Vent Location a/,i ' Fresh Air Intake / Plumb Vent through roof V/ Roof Complete v/ Exterior Finish Complete V Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landin: 8 in.or ore ✓ Interior Handrails stairs both sides 3 .r m. , ris-rs 11 / �L 4rovite,� �� Grade 2%away from foundation " ,r/A lS �`� 8"clearance to sill plate Gas Valve shut-off exposed/regul-tor 18"ab.'e grade ✓,i Gas Furnace shut-off within 30 f•-t or wi i li i e of site ,,/ Oil Furnace shut-off at entrance t i fiunac: : ea ✓ ' 1 -1 \ Furnace/Hot Water Heater opera:, g / VU �164-7" AT,d tc1(LL� `C 1 J Relief Valve(s)installed 1// Headroom,6 ft.6 in.on stairs / V' gnieve 0� "'nz �/on. ���i v� • Basement s rs,6 ft.4 in. •✓/ Handrail e 0 stairs both s'a =s more 3 risers ✓ /1 ICi fl 'M Interior privacy/,• n•.'. 'main entranc 36" Floor Finish Bathroom/Kitchen waterti t V/ Interior Handrails Balconie 4: I: 18 in.or more ✓i'� Railing across window in s •' •lls �` ! �� ��� /�i i �, Smoke Detectors: every level • every bedroom 1//. outside every bedroom /, inter connected /f Bathroom fans* V/ • Plumbing fixtures ✓/ Foundation insulation `, ✓ 3/4hour fire door/door closer ✓.- Garage fireproofmg 1/,/',' Garage penetrations sealed V/ Furnace in separate room pr.tected(in garage) ►�' / Light ventilation per room ✓/ / Safety glazing 18"or less from floor V v"`/ ' / c' / / / �t Final Electrical / • Vite Plan/Variance required / Final Survey Plot Plan �/ / As Built Septic System layout required Red U d Pe- Dom'1) . h / Okay to issue C/C(Certif.of Compliance) / �� Okay to issue temp.C/O(Certif.of Occupancy)_ /it �. C'' ol&ei Okay to issue permanent C/O(Certif.of Occupancy) j. Li t.,,,,,,, i'm � ar GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive4. n tOP -Depart 1" . m i spector's Initials NAME: G PERMIT# / LOCATION: DATE : 01 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers r Monolithic Pour Form I Reinforcement in Place The contractor is respon ible f providing protection fro freez lig for 48 hours following t placexrent ' IY-1(.---- of the concrete. tt Materials for this purpose o site � � �� Foundation/Wallpour � �� H Reinforcement in Place Foiuidation/D ' proofin v .-1---? ::: �- f\(: _ CA Backfill Approval 2 ��� _ Plumbing Under Slab ►ice \f—i5T c i_ Plumb' Vent/Vents in Plas- • --- � gh Plumbing 1 i d- 3 ```� - L.Heati g Rough-In 9 lation �/ `�� E_ _�� Foundation Walls Interior Foundation Walls Exterior 0./ Lr. 0 _ ; , Walls Floors R- _ Walls R- \.� )\ 5a °L ac4 r' Ceiling R C �fik sr. Duct work or piping in 15 550 E_ unheated spaces R- Pro Vent, Attic Vent / . arcing Jack Studs/Headers Bracing/Bridging _ Joist Hangers \ Ue i,(b\� �T Jack Posts/Main Beam ���"'!! Air Infiltration Barrier Fire Separation 1,2,3,hour \� Penetration Sealed \ I, Fire all 2,3,4 hour I ' 'restopping 1 ( 020 i GENERAL INSPECTION REPORT \\/ ) ' ) 518 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road • -laQueensbury,NY 12804 Arriv. `- ,i. Depa Wig&pm Inspector's Initi, ' NAME: N( 1Ck PERMIT# rO.7 S LOCATION: 0- DATE: ¢� TYPE OF STRUCTURE: 5F5 RECHECK ' N/A YES NO COMMENTS Footings/Piers I I Monolithic Pour Form Reinforcement in Place The contractor is responsib for providing protection from eezing for 48 hours following the laceme t of the concrete. Materials for this purpose o site Foundation/Wallpour Reinforcement in Place ' . ng Backfill Approval Plumbin nder Slab C Plu ng Vent/Vents in Pla ,( / ugh Plumbing : V IN iN \�k P&L— \7t-t i— V2t Heati ough-In I \ \ W'''� eD t F-- Ua� evAtAl I ation �y-. Q--Es-Z a v'- 'D a F\Q- zjY 1 Foundation Walls Interior R- Foundation P Walls Exterio: R- �t - W 3 5 - c Floors `R �T-� t_� Walls R- 1 o Ceiling R- ���� Duct work or piping in VVZ kOliNQ,l. V7P\`1�j unheated spaces R- Proper Vent,Attic Vent ing I, Jack Studs/Headers / V(— KDD .QC- V-P yca BracingBridging o/ / ?b\1 . Joist Hangers `/,ram 6'�-�- PI-1- ' * L �jL'�� \ %- Jack Posts/Main Beam �/ Ei Air Infiltration Barrier Fire Separation I,2,3,hour7 P V 4-©t J VtiV.�� L�11 i) P netration Sealed i ✓ �1 re Wall 2,3,4 hour f ������//////Firestopping �/ ` --E6 p C_ ‘ 03\PEC\--\DIL6 ,____ ..._,.___.„.„.•::s.„--,---..„:„.„::_,,,i_-.,...-..:.--=::::___ 1:-...-..7„1,---_-,,:t,.:t,f2„,:.,,,.173 _./‘ An GENERAL INSPECTION REPORT 10 to.so (518 ) 761-8256 Town of Queensbury � n � Dept.of Community Development Date inspection request received: oZ I `_ Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive pm Departc,,41.11 .. Inspector's Ink': • L NAME: nr) PERMIT# / © - LOCATION: 'Oc L Z t' DATE: i EIM )V 7 Lds TYPE OF STR : RECHECK . _• N/A YES NO COMMENTS Footings/Piers [ jl I onolithic Pour Form / ?eia Reinforcement in Place t g The contractor is responsibl for providing protection from ezing for 48 hours following the p acement of the concrete. ,\ Materials for this purpose on s to Foundation/Wallpour \ ' Reinforcement in Place i [ Foundation/Dampproofing i Backfill Approval i f Plumbing Under Slab yt�,� � Plumbing Vent/Vents m P1a i Rough Plumbing Heating Rough-In ( / Insulation `` Fc Ati ‘/ Foundation Walls Interior 111.- Foundation Walls Exterior R- Floors / R i ',./ Walls Ri Ceiling RI- Duct work or piping in / unheated spaces ft- Proper Vent, Attic Vent / Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping 2— \ L>S --\ \--Cot3 GENERAL INSPECTION REPORT (518) 761-8256 Town of Queensbury fS Dept.of Community Development Date inspection request received: (� /� Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive te27Pr Depart , �!*m Inspector's Init7 �j NAME: f? i )M V St V- PERMIT# ' o '4R O LOCATION: �U L V (4v4LS T ( . DATE: TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Fo Reinforcement in P ace The contractor i responsible fa providing protec'-on from fro, ing for 48 hours foil,wing th ► acement of the concrete. Materials for al s pu .•se on site Foundation/Wallpou Reinforcement in Plaa- Foundation/Dampprtoo g • Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation � ' a m Foundation Walls Interi r r R- V Foundation Walls Exteri a r R- Floors Walls R Ceiling R Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam \ Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping 0,9 1'14) gli -- .:� - - GENERAL INSPECTION REPORT (518) 761-8256 _....NC ,s7r-\ Town of Queensbury V-1,9,<:::::c-A. Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road r—, Queensbury,NY 12804. Arrive 7�to• ,it, Dep. ...J Inspector's Initi. .�r���k NAME: 4/44% PERMIT# i 0 LOCATION: / j,,f ,,, £, DATE: ; Iraq TYPE OF STRUCTURE: Aiad, L/V/ RECHECK N/A YE/NO COMMENTS Footings/Piers 1 I /_ Monolithic Pour Form --- o -a Reinforcement in Place �-=� r The contractor is res nsi le-fo f providing protection fr freezinn for 48 hours following a placement -----;\ ✓ 'C`�'� of the concrete. �d\ \ Materials for this purpo a on site �t ,�` -`� ��� Foundation/Wallpour ' t \)_ Y � Reinforcement in PlaceN Foundation/Dampproo gV � � BackHll Appro�val Q� '� "� " Plumbing Unde1-Slab _ _n��"• �r Plumbing Vent/Vents in 'lace Rough Plumbing Heating Rough-In �� � Insulation - \� Foundation Walls Interior R Foundation Walls Exterior - , Floors R Walls R- \ Ceiling R- \ c, Duct work or piping in \ unheated spaces R- Proper Vent,Attic Vent \ Framing \ Jack Studs/Headers \ BracingBridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping v i NOTES MAP REFERENCE DEED REFERENCES UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP MAP OF A SURVEY MADE FOR MARK W. RYAN HAROLD J. KIRKPATRICK TO MARK W. RYAN DATED AUGUST BEARING A LICENSED LAND SURVEYOR'S SEAL IS A PREPARED BY VAN DUSEN & STEVES LAND 11, 1999 AND RECORDED IN THE WARREN COUNTY CLERK'S VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE SURVEYORS, LLC DATED MARCH 8, 1999 OFFICE ON AUGUST 16, 1999 IN LIBER 1128 OF DEEDS AT' f.- NEW YORK STATE EDUCATION LAW. AND LAST REVISED SEPTEMBER 21, 1999. PAGE 173. ``- O ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED HAROLD J. KIRKPATRICK TO MARK W. RYAN DATED MARCH , Z WITH AN ORIGINAL OF THE LAND SURVEYORS EMBOSSED TAX MAP REFERENCE 6, 2000 AND RECORDED IN THE WARREN COUNTY CLERK'S p SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES. OFFICE ON MARCH 22, 2000 IN UBER 1159 OF DEEDS AT U 0 THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN TOWN OF QUEENSBURY: 16-1-4 PAGE 16. ABSTRACT OF TITLE OR TITLE REPORT AND IS, THEREFORE, AND A PORTION OF 16-1-5 Z SUBJECT TO ANY EASEMENTS, COVENANTS, OR RESTRICTIONS Q N OF RECORD OR ANY STATEMENT OF FACTS SUCH DOCUMENTS WOULD DISCLOSE. THE MEAN HIGHWATER LINE SHOWN IS BASED ON THE MAY 30 READING ON THE ROGERS ROCK GAUGE. BUILDING SETBACKS SHOWN FOR THE PROPOSED HOUSE ARE AS ESTABLISHED BY AREA VARIANCE NO. 104-1999 APPROVED BY THE TOWN OF QUEENSBURY ZONING BOARD OF APPEALS ON DECEMBER 15, 1999. lands now or formerly of THE FRONT SETBACK ESTABLISHED BY VARIANCE IS 26'. Town of Queensbury lands now or formerly of THE SOUTHWESTERLY CORNER OF THE FOUNDATION IS LOCATED John G. & Marion DeMarco 26.2' FROM THE EDGE OF THE ROAD PAVEMENT AND 24.3' FROM THE ROCKHURST ROAD BOUNDARY. BUILDING TO PROPERTY LINE DIMENSIONS SHOWN ON THIS MAP ARE MEASURED TO THE BUILDING FOUNDATION. THE ROOF - EXTENDS OUTWARD APPROXIMATELY 1.0' FROM THE FOUNDATION LINE iron pin found - S 82*57.431P E / pk nap found Won pin found 71.96' I f I Iron pin found _ N � \ �� 20.6 '� 22 2 I t boulder N 11'-28'-11" E � ' / 29.30' Lake George 100.00 gravel 8/ o N 81-06 4�8 E '- �*�g / / �r gravel 0 0 I p��g/ s 13, 952f sq. f t. - �£ l ,� h01- sun � � ji - / '� 44?� z L I / 7 lands now or formerly of APA flagged wetlond�- �l p ?e0 7 14f SQ .! t. dock* f Harold J. Kirkpatrick - 3 mean high water I �� 40 elevation 320.2' - •^ ?e?' I I / existing wwi O / o, ? building :n A `�� / 29ty to be removed p �—" cV house Z Iron pin ibund / , (117 utiit pole Iron pin found guy , pk nall found i de S 88*07'17" W 106.95' '16.30' 16.30 ck poi 8035 21.74' N 81 48'29"' W line utility .�� �,,�• , e iron pin set ,L \ ' o Iron pin found Iron pin found D n n lands now or formerly of lands now or formerly of Harold J. Kirkpatrick Harold J. Kirkpatrick :P s GRAPHIC SCALE - SURVEYED BY MAP OF HOUSE LOCATION '� p DAVID F. BARRASS FOR MARK W. RYAN �• �-- LAND SURVEYOR TOWN OF QUEENSBURY IN FTE 5 MAPLE STREET WARREN COUNTY NEW YORK .1 I inch = 20 ft_ DAVID F. BARRASS j L.S. # 49363 CORINTH, NEW YORK SCALE• 1 = 20 2/28/01 00-546 DESIGN INFORMATION I,i�',(:i';NT1: MAIN At LANDS N JF OF MARION no MARCO LARGf Rn11l.DER DESIGN BASIS TOWN OF QUEENSBURY NOTES: OCIRF CAPPED IRON ROD FOUND CIRF O HOLDING TANK SYSTEM O IPF = IRON PIPE FOUND roo = UTILITY POLE �"'� •�.. R7.57�4 „ i ER OWN OF QUEENSBURY SEPTIC ORDINANCE: 1) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTPUCTi'jPj- Cj'I•n••r f�l 71,gs' �...�•,,,.3 E _• HOLDING TANK CAPACITY MUST EQUAL TWICE THE VOLUME RECORD FILE �'. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVtTIO•I, Pq!"G TC LAKE OF WASTE GENERATED BETWEEN ANTICIPATED REMOVAL DATES, OR INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE QE-OWED TO -HE " • MINIMUM 3000 GALLON CAPACITY FOR TWO BEDROOM RESIDENCE. OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF COND'nONS ARE NOT NJC / 22•0O',t GEORGE 3500 GALLON CAPACITY TO BE PROVIDED. NEW 1000 GALLON HEAVY AS INDICATED. / DOCK DUTY TANK TO BE ADDED UPSTREAM OF TWO EXISTING 1250 GALLON LANDS NSF OF 2� �/ --- TANKS; TOTAL CAPACITY - 3500 GALLONS. NEW TANK TO INTERCEPT 2) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE • / � •• ! SOLIDS, EXISTING TANKS TO HOLD EFFLUENT; (TANKS REQUIRE SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL nF TOWN OF QUEENSBURY VAN WORMER HAY •,,..� SEPARATE PUMP OUT) ENGINEER AND/OR APPROVAL AGENCY). • flow / ~��••-"•r•� /; ALARM SYSTEM 1•gg.oa / 3) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE •�. ALARM TO SOUND/LIGHT WHEN 2ND TANK IN SERIES IS 1/2 DIRECTED ON THESE PLANS OR BY OWNER. / / I �/ FULL (SOLI TOTAL SYSTEM CAPACITY t WATER SHUTOFF AT "1 100x CAPACITY IN 2ND TANK 65X t)CAPACITY OF TOTAL 4) ALL EARTHWORK SHALL BE CONTROLLED Q909183 sq tt / 0.18 acres / SYSTEM) .SEE DETAIL #3 AND NOTES THIS DRAWING TO PREVENT EROSION. do SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE -NEW YORK GUIDELINES ` / 3`F•yt FOR URBAN EROSION AND SEDIMENT CONTROL". USDA-SCS, AND THE URBAN EROSION AND -140 SEDIMENT -'ONTROL COMMITTEE, LATEST EDITION. o r ASTM D 3034 INSTALL IN ACCORDANCE WITH AST�A / V •'` �� j 4. OW C S,yO 5) ALL GRAVITY SEWER SHALL BE PVC SOR 35, , .� •o / ./p' PIPE O SLOPE RE` D 2321. ALL GRAVITY SEWER SHALL, BE LEAKAGE TESTED BY A METHOD APPROVED BY ` AREA •� N; 444E ENGINEER. N F 13,951.66 sq ft EXISTING 3 • N/ 6) NEW PRECAST TANK SHALL BE A HEAVY DUTY 1000 GALLON SEPTIC TANK AS SUPPLIED BY • 0.32 acres REFITTED K / tiC FORT MILLrR CO., INC. OR EQUIVALENT. R a �o ALARM SYSTEM �q 1tor� 7) ALL, NEW TANKS LOCATED IN AREAS OF HIGH GROUNDWATER SHALL BE ANCHORED AGAINST Z � POSSIBLE FLOATATION IF THE TANK WILL BE SET BELOW THE ELEVATION OF HIGH GROUNDWATER.' NEW 1000 GAL SEPTIC WATERTIGHT MANHOLE FRAME PROVIDE EXTENDED BASE OR CONCRETE ANCHOR (FOUNDATION) PAD OR EOUr✓ALENT. K / HOLDING TANK._ PERMANENT MARKER d: COVER (SYRACUSE CASTINGS 8) TANKS INSTALLED BELOW GROUNDWATER SHOULD BE SEAMLESS CONSTRUCTION OR SHALL HAVE t0C#IcN ,R LED OVER COVER #1501 OR EQUIVALENT) WATERTIGH; JOINTS. WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE EXISTING 10{ ELEVATION OF COVER WALL WITH NON-SHRINK GROUT, AND THE PIP THE CONNECTING PIPE 8vi`GIiN� E SEALED TO E SI�E'JE WITH WATE.PTIGHT C.. TO BE 321' MIN. 24" FINISHED GRADE ELAPPROVED MATERIAL TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS Br MET►-^,D � ,_2 RESIDENCE. NO CENTRAL j.� BY ENGINEER. LING SYSTEM TO 8E PROVIDED [j) 106.95� 16.30' 21.74' ' ' ' 'f' �' � ) C AREAS SHALL BE EXTRA-HEAVY CONSTRUC ON DES c 0 I "�• ------ \� \� '\.�\/�.\%�\%/;\ 9 TANKS INSTALLED IN TRAFFIC R ,- 20 ._...-.—..-.—.—.._._...�._..�.�.�.�....'�-•�—•—•—•••-• t m•�o' 1R � RESIDENCE RELOCAtED 't• . 12` MIN. �/\���\/ \ � j �� PRECAST GRADE RINGS H EXTRA A �� T' I �� F P SSS•O7 7 W / S (PER TOWN OF QUEENSBURY) L.'�1 tip' Q IPF / / / / / '� W/ WATERTIGHT SEAL TO WHEEL LOADING. �� TANK COVER & MANHOLE • 24` MIN, . ° ' \ FRAME 10) WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO WALL WITH\ LANDS N/F OF 3 NON-SHRINK GROUT; SEAL PIPE IN SLEEVE WITH WATERTIGHT ELASTOMERIC SEALANT. � zRs � \%\ . �► HARDER KIRKPATRICK �rjA • / 4` PVC PIT-E I PJ LET /. 0 IX slo�_ 11) ALL PIPING rO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURF'S, I.L.: No low • / �� ---- - OUTLET POINT'SOR HIGH POINTS. EXISTING TANK j2 ` �\ u �/ 12) THE HOLDING TANK SHALL BE EQUIPPED WITH A LEVEL ALARM SYSTEM AS FOLLOWS: NEW BUILDING LOCATION AND NEW 11 / " PROPERTY UNE LOCATION PROVIDED ' GENERAL O'�IlQN; THE LIQUID LEVEL IN THE HOLDING TANK REACHES 50% OF THE USABLE / BY MARK W. RYAN ® //�\ 4` SANITARY TEE j am' DUTY 1.000 GAL. PRECAST LEVEL OF 114E TANK, A YELLOW LIGHT SHALL INDICATE 'TANK HIGH LEVEL." WHEN TEE uOUID INLET dt OUTLET SEPTIC TANK OR EQUNALEN; FORT MILLER, INC. LEVEL IN THE HOLDING TANK REACHES 10OX OF THE USABLE LEVEL, A BUZZER WILL SOUND, A / RED LIGHT WILL FLASH TO INDICATE "TANK SHUT OFF LEVEL' AND A cr-_rJ0 E A -_ MAP NOTE: �`//\ G MAIN WATER LINE WILL DE-ENERGIZE AND CLOSE TO PREVE''i' A,,., - _'- •. -_ RELOCATED PROPERTY UNE- LANDS N/�' OF \�\ �� ENTERING THE RESIDENCE A PUSH-BUTTON SHALL BE PRC'^^ - - SURVEY MAP AND INFORMATION PROVIDED BY VAN DUSEN do STEVES LAND SURVEYORS, LLC. NEW YORK `_-' HAROLD KIRKPATRICK `/j\� \\�\ 6 EXTENOE') BASE OR OTHER • �E- / THE SYSTEM SHALL AUT04ATiCALLY RESET INCLUDING ENERG'Z'N� LICENSE #50135, MARCH 8, 1999. / < \i • : / � ANTI-FLOTATION SYSTEM TO BE / WATER SYSTEM. AFTER TuE HOLDING TANK IS PUMPED DOWN TD Zr' EA "�•.� - _ \ \APPROVED I'�! ENGINEER NOTE: OTC �_r �." . ° ,� \//\/// COMPONENI SPECIFICATIONS: FLOAT SWITCHES SHALL BE �C_''_CS "�E A ^o cC -c T. 12' MIN. ,/ / rj *. .{' A. N w !� •Y 1 .w•1-•Nr.,�.•', t1• t .ti ••`'.�', •, ,•h4+/�• •V 1.4 / EXACTLOCATIONSHOLDING TANK LOCATIONS BASED NEW PROPERTYLINES / •y •'. "` '.'t THE FLOAT ^. _ -- G S G UNKNOWN; LAND HOUSE / LLB I F y ,EXISTING TANK PIPIN G SHA tt OF EXI / OF NEW HOLDING �•,;;r? '... ::,,,.. �•,?: :,t;• ' .•w• ;� ►:•• � �'� 't• v E TERM � r , LOCATION 1 . .0q�a• �„-;�:''7M. •t};s ,.'N�, �.;: `.a''••' '.,!•.�6•'i '•'' •y.'A{Y.'.• .� .../ TERMINATED IN A NEMA �JN_ Q+�. TANK TO BE DETERMINEDI E PROPER CONNECTIONS LOCATIONS PROVIDED 13Y OWNER. NEW PR JL_ r '". INSIDE THE GRADE - _ N FIELD TO ASSURE PR P CONN TI TO EXISTING PROPERTY UNE LOCATION IS BASED ON •v ..,: 'a;+ ;: :.,,. `;� �/ DE RING TO THE HOLDING TANK. ALL WIPING EOM Tuc n A cN- u --��2 %' \ \' �• \ • \ `\I \ \ / \� /\,• rt� ��`j \; \\/, JUNCTION 90X TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INS' HOLDING TANKS WHILE PROTECTING EXISTING UTILITIES (BOTH OVERHEAD AND BELOW INFO. PROVIDED BY OWNER AND NOT SURVEYED MEETS Ac BOUNDS. �/ / �/ r/ //��/ �� ,// / �� 411__ \� � \�\ '\Z Y- /` \\/`/�\�/\/ .'\� \�/��� ACCORDANCE WITH THE LATEST EDITION of THE NATIONAL ELECmICA'� =DE A!J: e , ^' _ 20' � RELCOCAATTE'DUPROPER*Y. UNE D SURVEYOR TO PROVIDE MEETS AND BOUNDS FOR '//`// f�\\��\ ��j\��\�/�j\/`;/ j /%//,;�jr�//�\�j%��j��//j/ (M NAMUM)DSCH. 8I ING SHALL B . 3 PROVIDE RIGID�E THW OR *1•+WN, CC'`OIJ710, -,•, e 1 p 20 40 60 80 '�\/\/� \ E G D G&MAN Z_D STEELNO I- fCRUSHED STONE OR WELL COMPACTED ,THER , LEAVY VFH,..0_4R TRAFFIC AREAS - EX71`ID!110 50' 0`I E ;-+E R S10E ANGULAR SAND dt GRAVEL FOUNDATION CONTROL RELAYS SHALL BE GENERAL PURPOSE, 120 VAC W'r*H CONTRACTS gA7c Ira SITE PLAN ATOP FIRM NATIVE MATERIAL AMPERES CONTINUOUS SERVICE; SQUARE 0 8501 TYPE PS-14 Da Ep1 • 'A• Ek,- -Vc-_ GRAPHICAL SCALE � SCALE: (AS SHOWN) SOCKET TC MATCH THE CONTROL RELAY FURNISHED. ALARMS LIGHTS SHALL BE 120 vAC PILOT LIGHTS WITH A DOVED PLAS-- -p4s -A•,,, NEW SEPTIC TANK HOLDING TANK DETAIL HIGH LEVE." LENS SHALL BE `BELLOW, THE "TANK SHUT ')Fr LE/r - �t i SCALE: N.T.S. WITH A FLtSHER AND A RED LENS. BUZZER SHALL BE 120 VAC, HEAVY DUTY. ADJUSTABLE VOLUME, A NORMALLY OPEN, 120 VAC NON-ILLUMINATED MOMENTARY CONTRACT BUSH-BUTTON SHALL BE PROVIDED. THE PUSH-BUTTON SHALL HAVE A FULL GUARD. SQUARE ^ Suot '-5 T"flE K Oo PRECAST GRADE RINGS ELEVATION OF COVER EQUIVALENT, TO BE 321' MIN. (TYP.) RELAYS. RELAY SOCKET'S SHALL BE MOUNTED IN A NEMA ENCLOSURE W WATERTIGHT SEAL.TO LOCATION. THE M OSURE SUITABLE FOR THE ALARM LIGHTS BUZZER TANK COVER do MANHOLE Z ZER AND THE .BUZZER SILENCE PUSH-BUTTON: SHALL BE PERMANENT MARKER FRAME WATERTIGHT MANHOLE FRAME MOUNTED ON THE FRONT OF THE ENCLOSURE. ALL NECESSARY MATERIALS, i.e.I TERMINAL OVER COVER BLOCKS CONNECTORS. ETC. TO MOUNT AND CONNECT NEMA TYPE 8 COVEk. (SYRACUSE CASTINGS LEGEND CT ALL DEVICES SHAH BE PROVIDED. THIS /1501 OR EQUN ' JUNCTION BOX �) FINISH GRADE; GRADE TO DRAIN 120 VAC— ENCLOSURE. SHALL BE PROVIDED WITH A NAMEPLATE WITH THE FOLLOWING DESCRIPTION AWAY FROM COVER 'HOLDING "ANK LEVEL ALARM SYSTEM`. PROVIDE PLASTIC NAMEPLATE DESCRIPTION SHALL BE AS TANK FLOAT SWITCH - OPENS INDICATED ON THE SCHEMATIC WHICH SHALL BE PROVIDED WITH SYSTEM. ALL WIRING IN THE \� ON RISING LEVEL - (NORMALLY CLOSED) HOLDING TANK LEVEL ALARM SYSTEM CONTROL PANEL SHALL BE INSTALLED IN A NEAT AND TO ALARM PANEL � � � FLOAT 1 HIGH LEVEL (LOCATE PER •�\ `//����/\ \/ WORKMANLIYE MANNER, A COPY OF THE SCHEMATIC AND SEQUENCE OF OPERATION SHAH OWNER'S DIRECTION) \ �� ���\ �� 0--- Y REMAIN WITH CONTROL PANEL THE ENCLOSURE SHALL BE MOUNTED IN A SUITABLE LOCATION •\` a �� 4' PVC INLET PIPE (NO) FLOAT SWITCH - CLOSES IN THE RESIDENCE. ALARM PANEL TO BE GOULDS A4-1 OR A4-1N4 , OR EQUIVALENT, 2X MIN.. SLOPE ON RISING LEVEL (NORMALLY OPEN)ALARM SHUTOFF LEVEL SOLENOID /.V-VE SHALL 8E A NORMALLY CLOSE D (ENERGIZE TO OPEN) VALUE, 120 VAC AND OUTLET (100% TANK NLET SHALL BE :NSTAU.ED IN THE RESIDENCE INCOMING MAIN WATER LINE. THE SIZE OF THE VALVE FLOAT 2 C ORIFICE SH,.L CORRESPOND WITH THE PIPE DIAMETER OF THE WATER LINE. WIPIN, TO '�E MOUIL SLEEVE TANK SHUT OFF CONTROL RELAY SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE LATEST EDITION F ♦° \ E[ASTOM C SEAL WAAROUND PIPE (NC) 1 LEVEL RELAY0 NEC. MERCURY FLOAT SWITCHES / \ (2 REQUIRED, SEE LEVEL ALARM LIGHT - YELLOW V ALARM HIGH LEVEL _ ALARM SYSTEM SCHEMATIC) %\ q 1 ` TANK 'SHUT OFF CR1 LEVEL ALARM LIGHT - RED PU — NATIVE BACKFILL j THOROUGHLY COMPACTED • �/� L,. q_ -1 \\ CR1 CR2 TANK !),HUT OFF BUZZER r 12" GRANULAR MATERIAL // �� LEVEL w MAR Q 2 FOUNDATION ATOP NATIVE SOIL \\� y \/\\A\ �B 1 I SIB E'S!'O eitlL PUSH BUTTON SWITCH - 1 2 A+�Ct T�4 KS �?t*0 C�I Q \\ ` "ALARM SILENCE" 00 NORMALLY OPEN p •`•' \...s+' ,r ..• .t•� t� ••t'j�• �•'• aw.:•a':•t: %'�.••��•�;..�a�•+ ..• w �� w/ti ..I` ` N �1 am r �::;. . -� . ;� a•,,,.,.:e. ,; . . , y, .. f /\/ _.1_ A RESIDENCE RELOCATED► NEW HOLDINGHTJ ' : t t . t,. , . ,,.......: ALARM SILENCE TANK L Al: , .. , ;% ,,, .... , . . ��,:.. :�. \ \ OCATION MODIFIED / - �, ;,; :: •'' �..a.r a••} f .\/ CRi CR2 Z RELAY SOLENOID VALVE �l?1/99 ® REVISED FROM 3 BEDR OOMS TO 2 BEDROOMSNTJ \/�/ ' / j�i`\� '1~ '/ :ir•��J ��� % `//j`r ��rj c'"5/j</, °�° FAIL CLOSE \//,\//,\ /.\//.\//,\//,\�/ /\\�/\\//\\/\//•�//�//% , //.///.//./ DATE REV# ISSUED/REVISIONSBY NOTES MAIN WATER LINE CR1 -��- NORMALLY OPEN CONTACT (NO) . 1) LEVEL FLOATS AND: JUNCTION 90X TO BE INSTALLED IN EXISTING HOLDING TANK 'III1 ONLY. SOLENOID SYSMM PLAN DETAILS o - - NORMALLY CLOSED CONTACT (NC) �� 2) EXISTING HOLDING TANKS TO BE PLUMBED IN SERIES WITH NEW SEPTIC TANK HOLDING TANK RYM w PLACED AHEAD OF EXISTING HOLDING TANK /1, AIS►TEWATER . - HOLDING TANK LEVEL ALARM SYSTEM Q SCHEMATIC PAX**JW ROAD- - lIMMM1rM+ ,+�►MMwr1 QUEEN� NEW YORK � EXISTING SEWAGE HOLDING TANK REFIT DETAIL N.T.S. sa�� �rM► rtNlt hailv+e JeAR) �" MARTEN, LLP W the diagram." PROFESSIOW ER►GZNE.FRZlvG ,�-2oty 12 EAST WASHING ON STREET . , 14.Ili PHONE: (518) 782-2807 DATE 5750A GLENS FALLS, N.Y. FAX: (518) 792-2M AL7ERATION i0F W OOC MENT AM 100 W15 SHM F 1 OF 1 EXCEPT BY A,LJOEM ED PROFESSONAL ENOMEBT 13 UNLAWFLL ME- F:\91504140 RYAN HOLDM TANK PLANAwg PLOTTED/REWSED:4h SM 4:40 PM s. _. .._ s -.. f ... .. .. ..... r. ',-.. u.... ... s.y, .,," ,.ce•L. ._.r.., x .. ". a.,.,._., .... wn_ ... 5-0 ..Yaw a ., .- .4r v. ., ♦ w . Fw k♦: ,. ... n.... a.. v Ft 0 MAP REFERENCE: MAP OF A SURVEY OF A PARCEL OF LAND MADE FOR t LEGEND: Mrs. ALICE E. WEST DATED: FEBRUARY 28, 1953 LANDS N/F OF OCIRF = CAPPED IRON ROD FOUND BY: JOHN B. VAN DUSEN JOHN & MARION De MARCO O IPF = IRON PIPE FOUND = U11UTY POLE MAP OF PROPOSED RELOCATION OF ROCKHURST ROAD 0 IRS = T RoA1 P_00 S)*K e DATED: MARCH 1956 BY: JOHN B. VAN DUSEN LARGE BOULDER LAKE IRF LANDS N/F OF C O TOWN OF QUEENSBURY S$2'5,743 �•,p,�•' �/3' G E V R GE o, =4, 71.96' „E Ro^4 22.00'f IRS VAN WORMER BAY f 20.62'- ,17 IRS N ./M 00 _. CV - DOCK --�- x E N81b 8n / fn i�S S , r., , 3 Q A.SS 100.00 AREA ,�r`P" 13,951.66 sq ft QQ,' 0.32 acres JOoj Q • SP,aSRt� R A i 89.8 sq ft co III*ps /. 0.16 acres 8 , e o O T P N AND ThtiyC Z V R 4 i.�uC{ #3G 3 p p C�AL• �rvla� fl `8V►LD�vt 18 ac- /��' v e T e ve S + ('moo I� tQ Y ey1 ri.:C7 ��G—De-Gotris ; LAKe wA_T tog Itkzg' S N '� `' � So•3 20�Se-BE C-6K 16.30' 21.74' 16.30' 104.35' '•%�> 1�`L t zs' P 5IR�S��r�D c�'YcVie 106.95' R TBR '�7"W Ip IRS So O IPF 2 S88.07 14a29 vs� W LANDS N/F OF 'sa {�R� 'G; IRS PgoposeD HAROLD KIRKPATRICK RD`m V-Il( Ko fpizZY Dom—47 / A . I"fix¢ e Exi STN L 1'N C., � Lr'Ne a .r1�AV, PROPOSED AREA MAR 0 9 2000 2 OF CONVEYANCE 724.41 sq ft DEED REFERENCE: _. HAROLD J. & JOYCE KIRKPATRICK F.9ENe TO HAROLD J. KIRKPATRICK DATED: JULY 7, 1993 LANDS N/F OF BOOK 887 PAGE 114 HAROLD KIRKPATRICK a et MAP M 2►J D u 1oMsPsOR ,LMAI aa,a01a01,1sANOW 6 It- 22-15 20 o4eo SO9*WS /p^�S�� Scale 1'=20' g�S �+( an S }� ,N INU�„�D A„�,,„,„�.,M 0 A Map of a Survey made 0000 MW"MarA79ED""LW n t� S it-Z2 - ii tvew OvileJoW3 Lotk,r1,0 1� &p ,, 'aar cads caw ns aaoua a wo UNIM �j J• Steves OE K� y i►-a l i e x''SrP v In J-Nev✓ ti ov)4& , rhnXt S--- 1 •ao .,a,,„aa..,a MWXAaa ..,W MARK W. RYAN „a ,afPRACM N„ .MH 3 ( I-22-gg Se+6h(Ks Sy �'j,4�V YA—d Land Surveyors , LLC W1WWX`°�"""`aa�'� M°�'°' w as�r wAc srAh A+coamiow ar woaaaNw 119D CL</�/ 6/•►r•.e cT uun SXt%% M MA CENWM7 as s�au,oar m n+E ceasaN Po"'"'°"'"E wavar o ns++oa wo WA-rP2'Fo" it/Y 2l Q"� 2 9/21/99 ADD. LOCATION/PROPOSED LOT LINE 8F$T 1 OF 1 ON NO WMF M,aa ana oo VNK maaau 37 Chester Street Glens Falls, New York 12801 '�'"&UMM 0151=7=Loop NMK AND Town of Queensbuuy, barren County, New York ,o 1W a �Im aao sawo 1 7-14-99 ADD CERTIFICATIONS RYAN C 3 (518) 792-8474 New York Lie. No. 50135 NO, DATE DESCRIPTION DWG. No. 99026