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2003-058 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: P20030058 Date Issued: Tuesday, September 16, 2003 This is to certify that work requested to be done as shown by Permit Number P20030058 has been completed. Tax Map Number: 523400-316-013-0001-015-000-0000 Location: 49 BARDIN Dr Owner: TOSI-BRIGGS Applicant: RONALD & SALLY BRIGGS This structure may be occupied as a: By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Director of Building&Co a Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030058 Application Number: A20030058 Tax Map No: 523400-316-013-0001-015-000-0000 Permission is hereby granted to: RONALD & SALLY BRIGGS For property located at: 49 BARDIN Dr in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: SALLY TOSI RONALD BRIGGS Single Family Dwelling 175,000.00 Total Value 175,000.00 20 PHILHOWER Rd LEBANON,NJ 08833 Contractor or Builder's Name/Address Electrical Inspection Agency PETER WEIDMAN COMMONWEALTH ELECTRICAL A 26 AMETHYST Dr Oi JF,F,NSBi JRY.NY 12804-0000 PO BOX 706 HAGUF.NY Plans&Specifications 2003-058 RONALD & SALLY BRIGGS 1872 SQ FT SINGLE FAMILY DWELLING AS PER PLOT PLAN SPECIFICATIONS $224.64 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, March 14,2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To n of Q eensb 'd ,March 14,2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury Department of Community Development, 742 Bay Rd., Queensbury,NY 12804 (518)761-8256 A permit must be obtained before beginning construction. Permit No.: s� No inspection will be made until applicant has received a Fee Paid: valid building permit. Form must be completed. Rec.Fee Paid: Reviewed By: Applicant: 2 A Owner: 1 o n" o -t S'164 ;- s Address: Address: © �(,�1 �✓ R fq m e 6n s o r i j e— b L e-f� n I-/r D 3 Phone#: g 8_3 8 d � Phone#: ' 361 14NO3 Ce- Tax Map Number: 9 LI - r - a y Subdivision Name: (if applicable) Lot Number: /House Number: /Street Nam OR yfAR 0 4 200,E Property Location: 'Zq Jac y , n Or i o c.- Q&zI Towi p 01-0UCENSB URY CO07 oNew Building( Residential Commercial Estimated Market Value of Construction: 5� DO O L Addition: esidential/Commercial If an Addition,what will use of addition be? r ❑ Alteration: Residential/Commercial ❑ No change to Exterior size: Residential/Commercial ❑ Other work: (describe ) Check Below Occupancy Info 1"floor sq.ft. 21 floor sq.ft. Other floor sq.ft. Total Sq.Ft. Single Family Dwelling e2 Two Family Dwelling Townhouse Multifamily Dwelling #of units Office Mercantile Manufacturing 1 car detached garage 2 car detached garage 3 car detached garage 1 car attached garage 2 car attached garage 3 car attached garage Storage Bldg.,Comm. i Storage Bldg.,Res. Other What is the proposed height of the structure:,' -feet- -- - inches ' Will any second-hand or ungraded lumber be used? If so,for what? U No. of Fireplaces to be installed: No. of Woodstoves to be installed: O List below the erson(s) esponsible for supervision of work in regards to Building Codes: LL - S Nanie -Address---- BuilderUJ 0 6 ? e t ✓e_ :?`T. Plumber Mason D ,� 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 Building 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 Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance issued, as requested by the Zoning Administrator or Director of Building and Codes, an As Built Sury by lic ed surveyor; drawn to scale,showing actual location of all new construction. Signature: , � � -(-circle one: wner's agent,architect, ntractor) / Residential Plan Review: One &Two Family Dwellings Check YIN/NI (2)Full sets of plans Over 1,500 sq. ft.-stamped Design loads on plans: 90 wind Floor Loads 40 psf 70 ground snow load Sleeping areas and Attics 30 psf Calculations: Window Schedule with glass size Door Schedule/Main Entrance 36"Door Emergency escape for Bedrooms and Habitable Space Above/Below grade, 5.7 sq. ft. Grade,5.0 sq. ft. 24"(h)x 20"(w)min. 44"Max.Height above floor esidential Check paperwork compliance and inspectors checklist: OK Vertical Rebar as required by code Dampproofing/Waterproofing materials on plans Foundation Drainage on plans,if required 6"Drop in 10' Exterior Grade Framing cross section for each roof line,Vertical Fire Stopping every 10' where required Ice and Snow shield 24"inside exterior wall Platforms at exterior doors Stairway headroom 6"ft. 8 in. all stairs 36"Width Stair run and rise Winder run and rise ,,Spiral not allowed from 2°d story Smoke detectors battery backup and proper location Bathroom Fixtures proper clearance all width, 36"min. Handrails more than one riser on open sides Railing and Guards>30"/Basement Stairs included/Closed Risers more than 4"in height Safety Glazing Notes for required areas XtGarage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30" Crawl Spaces 18"x 24"Access Carbon Monoxide Detector lowest sleeping level Soil Test Results, if required eptic to well or water line separation All paperwork signed Project Name: l j c/,I U ,S'-�- S �y U r 1`� S BP# s,-LQ03 O S k Address: 9 r 1. L'�-e— t� Building Permit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Queensbury Building Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ... ... ... ... ... ... ... ... ... ... ... ... . 5yes ❑no ❑n/a 2. Energy Form or CheckMate Energy Code Compliance Forms Complete.. Eyes ❑no ❑n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program.. ... ... ... ... .. [yes ❑ no ❑n/a (2 copies) 4. Septic application completely filled out(if applicable)... ... ... ... ... ... ... ... Eilyes ❑no ❑n/a 5. Solid Fuel Burning or Gas Appliance Form... ... ... .Dyes ❑ 6. Electrical Inspection Form... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .. yes Ono ❑n/a 7. Two (2) complete sets of structural drawings... .. ... ... ... ... ... ... ... ... ... ... . 0'es Ono ❑n/a a) floor plan;b) foundation plan;c) cross sections:d) elevations; e)window and door schedule 8. Two (2) site plans showing location of the structure to be built. ... ... ... ... Vyyes Ono ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure ... ... ... ... ... ... ... ... ... ... .. 24 Ono ❑n/a 10. Setbacks to neighboring wells and septic systems,including onsite well... . Oyes Ono M-n'/'a and septic systems (if applicable) 11. DrivewayPermit... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... R s ono ❑n/a Date: . Staff Initial• L:\SueHemingway\B"'1�.Pernut.FORMS\Generic CheckEst.doc January28,2003 Permit No"' 3—X —13 .Application for Demolition Permit Fee Pai � : , Building&Codes Office—Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)761-8256 Notes: Instructions/Requirements for apermit: Fill in all applicable spaces and submit two(2)plot plans,drawn to scale,showing lot boundaries with dimensions and adjacent roads/streets. Show all existing structures on the property and indicate which are to be demolished. Indicate on the plot plan the location of all utilities.11 � 00#-(pf S At 79 0-- 3 V q S-3 �- 2. Location of demolition: dlv y1 �I i V 3. Tax Map No. 4. Where will demolition material be disposed of? Ft GE O W—r� 5. Asbestos Information A copy of Asbestos Removal Report must be filed with our office before demolition begins. a. Is there any asbestos within the building to be demolished? ❑Yes XNo If YES, our office needs the following information: b. Name of firm removing asbestos: C. License number of firm: d. Indicate location where asbestos material will be disposed 6. Structure Information a. Indicate which structure(s)will be demolished: [�JResidence; garage; []storage building; business; Mother b. Size of structure: ft.by ft. C. Number of stories d. Foundation type: ❑full cellar; Qcrawl space; lab e. Foundation: will be removed; nwill not be removed f. Structure(s): Awill be replaced; Owill not be replaced 7. Utilities Information Indicate utilities for this structure: ❑gas 'electric ❑propane ❑onsite well-water pump public water Opublic sewer Have you notified the Town Water Dept. for public water and public sewer disonnect? KC Yes []No Have all utilities bee connected? ( Yes ❑No Signature of Applicant::. 7� Date: /3 03 Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: ......................................................................................................................................: /J Office Use Location of installation: % 6c rco;", Dv r.y�L_ Q 6 y File Permit No. Tax Map No. nn Fee Paid Owner's Name: ...........................................................................'.... ................ Address: ,Z 0 P�: �o 0 a-v e6a n o N r IVSA D g 933 IJ�'` z tC�n D 2. INSTALLER'S NAME PHONE NOS VVINI r uABURl` 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply s# ?! .°� CCd'DE bedrooms with applicable gallons per bedroom to equal total daily flow) TP 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 3 x 110 gal/bdrm = 330 Garbage Grinder Installed yes_ / no' ?C Spa or Hot Tub Installed yes__X / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Im ervious Material Danaestic Water SLipply FlaO sand at what depth at what depth municipal Rolling oam tit feet feet we Steep slope clay if well; water supply _%slope other from any septic-system depth: absorption is ft. 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: /000 gallon (min. size 1,000 gal) Tile Field: each trench .3 )eft. Total System Length: .3 O o 5 ft. 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 3. '7 '75 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 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 Town of Queensbury Sanitary Sewage Disposal Ordinance. 20 /� Signature of responsible person Date of (111cellsbury 5( wcrs rind 5ewsige Dbsposa1 t.11s11itel. Aj)pontli x (: ! RI'PARNI'I0 N Itlfit�l.II R VN]14�N'I';1 S tA5 NM I POND a)tt" ►Sou sr+ G AE , ,>�' III:?LtsE G . t .. '� '/ Scr•tic. �` �� � t���tris�in►•,i ttdJ.t7 7. SIGNATURE &INFORIviAT1QI�FOkt R kuntalxsL r� �►�� u�.�*'.r•..•�; Septic Inspection Report Office No. (518) 761-8256 Date Inspection requet e . Queensbuiy Building&Code Enforcement Arrive: a art: am/pm 742 Bay Rd.,.Queensbury,NY 12804 Inspector's Initia NAME: V-77 ?—%L 6 !� RMIT NO.: s LOCATION: L-1 C—k b INSPECT ON: RECHECK: V-2 Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan V Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear system Use S tus: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingwayU3uilding.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 LA 7 IP Fi t \ 2 71 c . ! r H. Thomas-Jarrett, P.E. . �Professional Engineering Kenneth Martin, P.E. September.1 Q, 2003 Town of'Queensbury. Attn: Dave Hahn 742 Bay Road- Queensbury;NY=12804 " 'Re: Beggs Wastewater Bardin Drive,:'Queensbury Dear Dave: - Based on our.observations during construction, the wastewater`syste"'to-serve the ne,i Iy constructed ihouse. has been substantially constructed in accordance,'with our sketch dated 8/12%03:, Thee only,.modification to the system durmg-:-construction involved the substitution of"standard";infiltrators in'heu'of"sidewinder'.' style Infiltrators However; the standard infiltrators are identical in` size to the.sidewinders, and u this,apphcat oii the standard units should function,satisfactorily: . 'If you have any-questions; do not'hesitate:to contact us.at 792 2907.: Sincerely Jarirett- rtrri Engineers; PLLC.. R. homas'Jarr tt;.P.E. P, clp CC Rori Briggs . _Peter Weidman 12 East Washington;St: • Giens Falls,. NY_1.2801 518=792-20071518-798,1864 FaX Prinrerl oh Recycled Paper. TOWN OF QUEENSB,URY BUILDING & CODE ENFORCEMENT CL 742 BAY ROAD, QUEENSBURY NY ! 12804 (518) 761-8256 ARRIVE: DEPART: INSP: C FINAL INSPECTION REPORT COMMERCIAL ------ MULTIPLE DWELLING (hotel, motel, apt. complex) DATE INSPECT ON REQUEST RECEIVED: NAME LOCATI DATE PERMIT H TYPE OF STRUCTURE � FOOTINGS _BACKFILL_ FRAMING_ PLUMBING_ INSULATION N/A YES NO CHIMNEY/"B" VENT/HEIGHT PLUMBING VENT/FIXTURES ROOFING EXTERIOR FINISH HEATING/HOT WATER RELIEF VALVES FLOORS FOUNDATION INSULATION INTERIOR STAIRS/RAILINGS STOCKROOM ENCLOSURE FIRE/DEMISE WALLS PENETRATION _ FIRE DAMPERS CEILING FIRE STOPPING FIRE DOORS/CLOSERS EXIT DOOR HARDWARE EXIT STAIRS RAILS PLATFORM/ELEVATOR HANDICAPPED ACCESS HANDICAPPED BATHS -- HANDICAPPED PARKING - FINAL ELECTRICAL - SITE AN VARIANCE REQ. AL SURVEY PLOT PLAN IF RE OK TO ISSUE C/O OR C C Mo x O M v IM C m� M C� LANDS N/F OF JOfIN MCGUINESS F t X 1 chain k /ink X fence _ stockade o a fence 220' /8'pine 41oTnIpeP :4 , /$D.O IRON P/PE/fRON P/PE iron pipetforshorferned d � I rYl Wb/rch I found D ;I2.9' PROPOSED WATER LINE a - - GRAVEL OR/VE-- \ 14 pine y�'SE 1LOCgTEO /10'(am.)� warhead wires � 9 — 1 /4"birch conc. slops fo river n� RELOCATED GRAVEL f '�� DRIVE ADDI rIONAL GREEN SPACE(LAWN OR L,4NDSCAP./ r \ Z rP CAI \ -�. I-�O _ I '` PROPOSED LEACH BED SEE NOTE) ,►�� O O I exi rti00 gal a/ o c� /Q S I JePt/e Xn� �� Pik 9e I 17 I 43.75' 1 PRo £D DlS BE REMOVED.(EXCAVAT/ON rO 91 /bt5 I BCtx TH i t l8 oak B/VE SOIL' COMPA/CTFD.I /0.4' `-� i/2"=(/O'M/N.) farshorfened gro�24 oak found d /ion pipe found I50.0' IRON PIPE/ IRON PIPE Y ',S-85=.30'00`W 220' I LANDS N/F OF WM. & DEN/SE Mc LAUGHL/N TEST PIT(6/I9/02).' BY JARRETT MARTIN TP) TAX MAP.' 142-1- 24 MED. -CSE. SAND WX TRACE SILT ZONING .' W R lA GRALE5 TO INCREASING .MED. SAND ' I rO 49a(BOT7OM OFHAAC EXCAVATION) TOWN WATER SUPPLY C� , NO ROCK, GROUNDWATER OR MOTTLING. A = PERCOLATION TEST(6/I9/02).' BY JARRETT MARTIN (I P r) REA 0.25 ACRES < I M/N.//NCH STAB/L/ZED RATE. SEPTIC DESIGN b'Y F s� n JARRETT- MART/N ENGINEERS, PL L C REVISED.' 9-4-03 70 SHOW NEW CONSTRUCT/ON. Map �� of lands surveyed for Ronald ri* ggs NOTE.' LEACH BED T<2 BE CONSTRUCTED AS * NYSDOH "'CUT A F/LL"SYSTEM W/rH Town cif Queensbury Warren County * New York 7 TO IS M/NU;TS//NCH PERCOLATION Scale: 11" - 10' June 12, 2002 RATE SOIL.- aro TO CONS/ST OF 3 LATERALS OF/NF/LTRA7Z)R "'SIDEWINDER-CHAMBERS; EACH LATERAL. 43.75 L.F. (70rAL LEACH ` 8ED SIZE /2.5 L.F. X 43.75 L.F. l. Survey and Map by Wayne R. Raymond Licensed Land Surveyor Glens Falls & Wevertown, N.Y. F-30.11" Residential Final Inspection �i,� Office No. (518) 761-8256 Date Inspection request received: ' Queensbury Building&Code Enforcement Arrive: a epart: m/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials i� NAME: ��l PERMIT#: © �U C) LOCATION: AVQ-v A-) u2„ DATE: 1-2-1 TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade �l d JS C-1 Basement stairs closed rise>4 inches 3/4 hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s .ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required. final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker P�'�ov�C, Flood Plain Certification, if required 14 Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/O(Cert. Of Occupancy) Okay to issue Permanent C/O (Cert. Of Occupancy) L:\SueHenungway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 Residential Final Inspection / �y Office No. (518)761-8256 Date Inspection request received: �ueensbury Building fir.Code Enforcement Arrive: am/ Depart:/0. n am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �s-.I r PERMIT#: C� LOCATION: DATE: ) TYPE OF STRUCTURE: ol Comments Y N N/A _ Chimney Ht./"B"Vent/Direct Vent Locations r Fresh Air Intake -- — 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Vj Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 3 0 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler lN5 - 5 � V Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: / Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans, if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4 houur fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Et� Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Addresi v' ible from road Final Electrical Site Plan /Varianc re uired Final Survey Plot Plan �IIV4j,t As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required 1 Okay to issue C/C(Cert. Of Compliance) Okay to issue Tem ora C/0(Cert. Of Occupancy) Okay to issue Permanent C/0(Cert. Of Occu arc L:1SueHeniingway\Building.Codes.Inspection.FORMS\Res.Final Insp.fomn 2.doc edited January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection re rece'ved: Queensbury Building&Code Enforcement Arrive: m/ e rt: am/ 742 Bay Rd., Queensbuly,NY 12804 Inspector's Initi NAME: t c, P IT NO.: LOCATION: A R(� �� Qj �� SPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Z ft. Length of each trench ft. Depth of trenches ft. Size of Stone -Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank °S Tank to Distribution Box `6 Distribution Box Field/Pit Opening Seale Y /Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits > Conforms as per Plot Plan —Y N l Location of System on Property: `� �� 6� Front Rear Left Side Right Si �•AP Middle Front Middle Rear System Use Status• ppr ve Pa al-Approved and needs to be re-inspected,please call the Building&Codes Office isapproved LASueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection9SPECT Queensbury Building&Code Enforcement Arrive: rt: a 742 Bay Rd., Queensbury,NY 12804 Inspector's InitiNAME: �' 0 LOCATION: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Length of each trench ft. Depth of trenches Size of Stone Seepage Pits: Number —y— (- C�� L, Size: x \` L `� Stone Size: a� ' b Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption < ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use St tus: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: . (7 n�/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: X N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family Insulatio Residential Check/Commercial Check per Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS L:1SueHemingwa)\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request receive Queensbury Building&Code Enforcement Arrive: am/pm\\ ^D art am/pm 742 Bay Road, Queensbuly,NY 12804 Inspector's Initials: \1 VCR NAME: PERMIT#: ao —S LOCATION: ' INSPECT ON: 16 -, —U� TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents z Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping C per Commercial o ,er, Gs &C,Pex One &Two Family sulaResidential Check/Commercial Check Proper Vent,Attic Vent I Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace 5 U FF 7�125 _ � r�noC�_ Duct Work Sealed Properly COMMENTS: LA,Suel-Iemingway\Building.Codes.Inspection.FORM S\Rou gh Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: O Queensbury Building& Code Enforcement Arrive: am/p ep'art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:�_ NAME: PERMIT#: 03^ 06? LOCATION: C� ( n /' INSPECT ON: /— TYPE OF STRUCTURE: -b rarlZ�i`n'�" 1' N N/A COMMENTS rwwg" �-au� �-( v 5 Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Ire wall 2, 3, 4 hour netration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueFlemingway\Building.Codes.Inspection.FORMS\Framing 1=irestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p art: r pm 742 Bay Rd., Queensbury,NY 1.2804 Inspector's Initials: NAME: PERMIT#: 03 LOCATION: c INSPECT ON: TYPE OF STRUCTU . Comments Y N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval 40 Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: , Queensbury Building&Code Enforcement Arrive: arr A D part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: L�,C f D 6 et) PERMIT#: LOCATION: I16&Ag- C/o INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. lumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:1PamW\Whiting\Rough Plumbing Insulation Report.doc `a Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �' �1 l,v�/{-�.> PERMIT#: LOCATION: INSPECT ON: D , TYPE OF STRUCTURE: Y N N/A COMMENTS rammg Jack Studs/Headers ` ?/ROU W-C ���L �jG p�i2lg�C7 Bracing/Bridging C "RLV(—"C' Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly ��Ins�C1-�� �j A, c'4a C� 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wa112, 3, 4 hour Fietopn d Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Suet-femingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: jr Queensbury Building& Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: G N PERMIT#: LOCATION: _ Ik INSPECT ON: d TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. 1 Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Apk<, or Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report 1 Office No. (51-8) 761-8256 Date Inspection request received: i Queensbury Building&Code Enforcement Arrive: am/pm Depart: i am/pm / 742 Bay Rd., Queensbuly, NY 12804 Inspector's Initials:`3 NAME: PERMIT#: CD v LOCATION: INSPECT ON: — TYPE OF STRUCTURE: n i omme s Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing it p ly for wet areas Linder slab acicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMSWoundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51 8)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 3C3J am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: a-U O - S� LOCATION: ,, INSPECT ON: o� —�$�—O TYPE OF STRUC Comments Y N N/A Footings ` Piers 1 Monolithic Slab Reinf ement in Place e contractor is responsible for providing protection from freezing for,48 hours following the placement Ythe concrete. aterials for this purpose on site. "Foundation/Wallpour oe Reinforcement in Place t Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Wateiproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Insp6ction Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pp Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: -T NAME: PERMIT#: LOCATION: - ` INSPECT ON: y► d TYPE OF STRUCTURE: �^ Comments Y N N/A Footings Piers onolithic Slab Reinforcement in Place �f/ �f The contractor is responsr le providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place r Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly.for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 i Permit Numbp � O MECcheck Compliance Report Check4B, ate 0 � New York State Energy Conservation Construction Code M A �0 ���`? MECcheck Software Version 3.3 Release Ic ",Z. 1 , Data filename:UntitledtOnY COUNTY: Albany STATE:New York HDD:6894 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:01/27/03 DATE OF PLANS: 2/1/2003 PROJECT INFORMATION: BRIGGS COMPANY INFORMATION: WEIDMAN COMPLIANCE:Passes Maximum UA=452 - Your Home=345 23.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Raised or Energy Truss 624 38.0 0.0 16 Ceiling 2: Cathedral Ceiling(no attic) 968 30.0 0.0 32 Skylight 1: Metal Frame with Thermal Break,Double Pane with Low-E 16 0.350 6 Wall 1: Wood Frame, 16"o.c. 666 13.0 7.2 39 Wall 2: Wood Frame, 16"o.c. 666 13.0 7.2 39 Wall 3: Wood Frame, 16"o.c. 440 13.0 7.2 26 Wall 4: Wood Frame, 16"o.c. 390 19.0 0.0 6 Window 1:Vinyl Frame,Double Pane with Low-E 226 0.320 72 Door 1: Glass 30 0.320 10 Door 2: Solid 34 0.070 2 Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/7.0'bg/5.0'insul 1184 10.0 0.0 97 Furnace 1:Forced Hot Air, 92 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,/an ofe thi ssional jud ent, such plans or specifications are in compliance with s Code. Builder/Designer/r .--c, Date 3 O - t . MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE:01/27/03 Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R 13.0 cavity+R-7.2 continuous.insulation Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-13.0 cavity+R-7.2 continuous insulation Comments: ( ] I 3. Wall 3:Wood Frame, 16"o.c.,R-13.0 cavity+R-7.2 continuous insulation Comments: [ ] I 4. Wall 4:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/7.0'bg/5.0'insul, R-10.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Vinyl Frame,Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: I Skylights: [ ] I 1. Skylight 1:Metal Frame with Thermal Break,Double Pane with Low-E,U-factor: 0.350 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1: Glass,U-factor: 0.320 #Panes Frame Type Thermal Break?[ ]Yes I ]No Comments: [ ] I 2. Door 2: Solid,U-factor: 0.070 Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air, 92 AFUE or higher Make and Model Number I Air Leakage: [ l I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the levels in Table 2. A • Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Uu to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HT'AC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less, 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) t • ��n9SN3SnD . LANDS N/F OF JOHN M'c GUINESS X - N-8$�.30�OOa£/ 1 chain k link x fence - stockade a L�fence I 220 t " } v /50.0 IRON PIPE /IRON PIPE/8 pina oon i ppe I iron i forshorlened found P f /4"ook ss n�/0"birch found '� Chmy � p, 1 y �, PROPOSEO WATER L/NE -�� _ � `� Ck /4'pina ood frgryjP 0 1 � _ _ r _ B'3"y m � � Q 1 -___-- , � r-�l4"birch -- \ N, cone. slops to river 1 /VOTE',oRO 'a6 0' O O RELOCtI 'T `�� b— Bq�s 0 LOCq/-/ j l DR I VE ,� M A DDI MiVAL GREEN SPACE(L AWN AR LANOSCAP! T LN 0R/►i�cQV R!'L`ND/C L I ioa ` , d _ PROPOSED LEACH BED SEE NOTEI !V \ ' '4 1 e 90% 6/oc O 1 xi.rfin f� iseepo 3p 0 1-F-_ _ /e. 5, I tePfie >�nk _ t�`pi/ 9e I Q `J ! J ` 3 ono �-�_ �`� 1 PROFSED DES f B£REMOVED.(EXCAVAT/ON E>roposed irudure ecax � 70 BE BACKFILL£D W/TN i 18 oak , NATIVE SOIL . COMPAC7L"D.I O 1I2 f(/O'MIN.I forshorlened Fo) 24 ook ;A I SHED N Iron rod f ` A ( found Slory ,ron pipe found 150.0' IRON PIPE/ IRON PIPE "_85=30'00"W 220't LANDS N/F OF WM. & DENSE MCLAUGHLIN r TEST PIT(6/19102). BY JARREFT MARTIN (S TP) TAX MAP.' 142-1-24 ' MED. —CSE. SAND W/ TRACE SILT GRALIES TO INCREASING .MED. SAND ZONING WR /A N I I TO 49"(80TTOM OFHAA19 EXCAVATION) TOWN WATER SUPPLY "I have seen or observed, or believe I w evidence of, NO ROCK, GROUNOWATER OR MOTTUN.G. AREA = O.��5 ACRES ail;objects s ch as nooses; ��,e , . ees fences, etc., PERCOLATION TEST(6//9/02).• BY JARRETT MARTIN ( PT eS " .��c C�,t� `�b shown on tl is document. 1. a . o rep nt that I have /M/N.//NCH STAB/L/ZED RATE. per_ aiiy has ' stance5 set forth un the diagram.?' IV SIGNATURE DATE SEPTIC DESIGN BY.' JARRETT_ MARTIN EI,IGINEERS, PL L C LAN Map of lands surveyed for Ronald riggs NOTE.' LEACH BED TO BE CONSTRUCTED AS NYSDOH "CUT e FILL"SYSTE:M WITH Town of Queensbury * Warren County * New York 7 TO /5 M/NUTES//NCH PERC'OLAT/ON Scale: 1" = 10' Junk 12, 2002 RATE SOIL; BED TU CONS/ST OF 3 LATERALS OF INFILTRATOR "SIDEWINDER-CHAMBERS; EACH LATERAL 43.75 L.F. (TOTAL LEACH Survey and Map by Wayne R. Raymond Licensed Land Surveyor Glens Falls & Wevertown, N.Y. F- 30208