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2012-302 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: P20120302 Date Issued: Tuesday, January 08, 2013 This is to certify that work requested to be done as shown by Permit Number P20120302 has been completed. Location: 763 BAY Rd Tax Map Number: 523400-289-015-0001-007-000-0000 Owner: MICHAEL & GERALDINE LYONS Applicant: MICHAEL & GERALDINE LYONS This structure may be occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property Q)j owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20120302 Application Number: A20120302 Tax Map No: 523400-289-015-0001-007-000-0000 Percussion is hereby granted to: MICHAEL&GERALDINE LYONS For property located ar. 763 BAY Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. T__ we of Construction Value Owner Address: MICHAEL&GERALDINE LYONS Residential Addition $65,000.00 763 BAY Rd Total value QUEENSBURY,NY 12804-0000 $65,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency ANDREW SWEET 745-1465 7 HUDSON Dr SO. GLENS FALLS,NY Plans&Specifications 2012 Residential Addition 840 sq R Master BR,bath&walk-in closet $168.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 10, 2013 (If a longer period is required,an application for an extension must be made to the code Enforcement Ofticu of the Town of Queensbury before the expiration date.) Dated at the Town of nsbury; 'htesda ,July 10, 2012 SIGNED BY for the Town of Queensbury. Director of Building&Co nfo ment t R O_/5-/ -7 OFFICE USE ONLY TAX MAP NO. --LO.._..- —_... PERMIT NO...._.1,71-3._..-....... C I _ ... JUN 2. 2 2012 cL FEES: PERMI RECREATION_ __ _ _ ENGINEERING_ ___ _ (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLIG9,TION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. A� A NT/ IL -NC3l-w _ e O, 4 • '`-'U(v"`4e( gi� :eiicti,,62 4(e-i-, 's ADDRESS: ~ ADDRESS: 7 3s VC)1A PHONE NOS. !es iso ✓� PHONE NOS. -1 a( - 7gOO CONTACT PERSON FOR BUILDING& CODES COM' ° CE: 41-1015 PHONE: LOCATION OF PROPERTY: -7(p3 D AVic) 1D- HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? YES ❑ NO 1( IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: ,/Z-A. I 7 6i 3_ -DM-- PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR z � ce C7 Cf o 11- 0 < 0 o CO rn W PROJECTp W 0 � 0I- w J 0 = = CL H L" o • I I- O � Z z ¢ Q :- � 0 OtL OI— Ow - t- u a. I06 • SINGLE FAMILY k V Lt oil g4U) TWO-FAMILYI< l`1- 4cop4, MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE • RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 6G-1 600 FUEL TYPE: HEAT TYPE: *HOW MANY FIREPLACE(S): AND I OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? 1 PROPOSED USE OF BUILDING OR ADDITION: /144,S}er g i-60-\ efthi a t04—et—p: Cl4 , r L ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? AID ARE THERE EASEMENTS ON PROPERTY? /VJ "Please complete a separate Applicat'c n for-Fuel Burning Aepliances&Chimneys' available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, l or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. have read and agree to the above. K Si Signed A /' 1' l'C�-Qi 7' g _ L1'� i 40110 Director of Building & Codes: 761-8 6 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE • QUESTIONS 7 CALL 761-8256 OR EMAIL codes(a,queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 NYS-Real Property System Subject Property Inventory Summary RPS030N04/L001 County of Warren For Current Year File 2012 Date:6/22/2012 Town of Queensbury Parcel ID: 289.15-1-7 Sheet 1 of 1 SWIS Code-523400 Active Parcel Information - Parcel Land Size - File Maintenance Info Curr Owner: Lyons,Michael Acct#: Front: 0.00 Acres: 0.41 Created: 11/20/1984 I Location: 763 Bay Rd School Cd: 523402 Queensbury Un.fr.: Depth: 0.00 Sq Ft: 0 Modified: 06/20/2012 09:59 AN? Queensbury, NY 12804 Roll Sect: 1 Taxable RS/S: --- By: teri Grid Coordinates Prop Class: 210 1 Family Res East: 715933 North: 1650514 Folder: w_salesadd Site Characteristics Site No: 1 Nbhd Cd: 106 Rt9L,Eside,Sunr Site Desire: 2 Typical DC Entry Type: 1 Inter inspec Economic Obs: 0 Site Type: R Residential Sewer Type: 2 Private Nbhd Type: 2 Suburban Zoning Cd: 0 Office Data Mailer: No Prop Class: 210 1 Family Res Water Supply: 2 Private Nbhd Rating: 2 Average Last Phy lnsp: Route No: Utilities: 3 Electric Road Type: 3 Improved Reappraisal: 09/13/2004 Residential Building Information - Bldg Style: 01 Ranch No. Bath: 1 Fuel Type: 4 Oil Grade Adjust: 0 Area in Sq.Ft. 1st Story: 1,218 Fin Bsmnt: 0 No.Stories: 1.0 No. Half: 0 Central Air: No Pct Good: 0 2nd Story: 0 Unfin 1/2: 0 Ext Wall Mtrl: 03 Alum/vinyl Bath Qual: 3 Normal Bsmt Type: 4 Full Func Obs: 0 Act Yr Bit: 1957 No.Bdrms: 2 Bsmt Gar Cap: 0 Addl Story: 0 Unfin 3/4: 0 Eff Yr Blt: No.Rooms: 5 Overall Cond: 3 Normal 1/2 Story: 0 Unfin Rm: 0 3/4 Story: 0 Unfin Ovr Gar: 0 Yr Remodel: No.Fireplcs: 0 Ext Cond: 3 Normal No.Kitchen: 1 Fireplc Type: Int Cond: 3 Normal Over Garage: 0 SFLA: 1,218 Kitchen Qual: 3 Normal Heat Type: 2 Hot air Constr Grade: C Average Fin Attic: 0 Fin Rec Rm: 0 Land Breakdowns Land Soil Wtrfrt Depth Intl Infl Infl Intl Land Unit Dim Type Front Depth Acres Sq Ft Rating Type Factor Pct Cd 1 Cd 2 Cd 3 Value Price Code 01 Primary 100.00 180.00 0.00 0 0 0 25000 250.000 Additional Improvements Structure Measure SQFT Overall Act Eff Yr Pct Func Sry Unit Bld Bld Code Code Dim1 Dim2 MISC Qty Grd Cond Yr Built Gd Obs Life RCN RCNLD No. No. Sec RP4 Porch, Enclosed Dimension 17.00 10.00 .00 1.00 C Norm 1957 0 0 0 5374 3654 0 0 RG1 Garage, 1 Story Attached Dimension 20.00 23.00 .00 1.00 C Norm 1957 0 0 0 11229 7635 0 0 LS1 Swimming Pool, Metal Vinyl Dollars 5,000.00 .00 .00 1.00 C Norm 1983 0 0 0 16865 14841 0 0 RP1 Porch,Open Dimension 13.00 25.00 .00 1.00 C Norm 1997 0 0 0 3468 3364 0 0 Revised 4/14/2010 OFFICE USE ONLY TAX MAP NO0' /S •/- 7 PERMIT NO- 3 4ERMIT FEE Ji1N P 2 2012 APPROVALS: ZONING TOWN CLERK '' APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF(A VALID PERMIT. "MC {� /tit�Cfte P' Gp"41&-., INSTALLER: / • Sct,e4 OWNER /�y,'����� ADDRESS: 7 t�) 'Am � / ADDRESS: PHONE NOS. 7 / ` PHONE NOS. LOCATION OF INSTALLATION: RESIDENCE INFORMATION: NO.OF COMPUTATION YEAR BUILT X = TOTAL DAILY FLOW • BEDROOMS (Gallons per bedroom) GARBAGE GRINDS 1980 or older X 150 = 3©Q INSTALLED? 1981 -1991 X 130 = SPA OR HOT TUB 1992-present X 110 = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING I./ STEEP SLOPE Y %SLOPE /L ✓ SOIL NATURE: SAND , LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? cS O Sz ocA , l ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT D PTH? 5©I. p ( . ✓ DOMESTIC WATER SUPLY: MUNI,r CIP L —( WELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS / C.PER MIINUTE PER INCH[mpi] i(Test to be co pleted by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: /Zc0 GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTE TYPE: BSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X .5 0 ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary Sewage Disposal Ordinancecodes(a)queensburynet OPM-eiut--e_.,itfr VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Signatu Qof Person Responsie _ Town of Queensbury* Cevelopment Office*742 Bay Road, Queensbury NY 12804 NYS-Real Property System Subject Property Inventory Summary RPS030N04/L001 County of Warren For Current Year File 2012 Date: 6/22/2012 Town of Queensbury Parcel ID: 289.15-1-7 Sheet 1 of 1 SWIS Code-523400 Active Parcel Information - - - Parcel Land Size - - - -File Maintenance Info — - Curr Owner: Lyons,Michael Acct#: Front: 0.00 Acres: 0.41 Created: 11/20/1984 Location: 763 Bay Rd School Cd: 523402 Queensbury Un.fr.: I Depth: 0.00 Sq Ft: 0 Modified: 06/20/2012 09:59 AM t Queensbury, NY 12804 Roll Sect: 1 Taxable RS/S: By: teri -Grid Coordinates Prop Class: 210 1 Family Res East: 715933 North: 1650514 I Folder: w_salesadd Site Characteristics Site No: 1 Nbhd Cd: 106 Rt9L,Eside,Sunr Site Desire: 2 Typical DC Entry Type: 1 Inter inspec Economic Obs: 0 Site Type: R Residential Sewer Type: 2 Private Nbhd Type: 2 Suburban Zoning Cd: 0 Office Data Mailer: No Prop Class: 210 1 Family Res Water Supply: 2 Private Nbhd Rating: 2 Average Last Phy lnsp: Route No: Utilities: 3 Electric Road Type: 3 Improved Reappraisal: 09/13/2004 Residential Building Information - Bldg Style: 01 Ranch No.Bath: 1 Fuel Type: 4 Oil Grade Adjust: 0 Area in Sq. Ft. I No.Stories: 1.0 No.Half: 0 Central Air: No Pct Good: 0 1st Story: 1,218 Fin Bsmnt: 0 2nd Story: 0 Unfin 1/2: 0 Ext Wall Mtrl: 03 Alum/vinyl Bath Qual: 3 Normal Bsmt Type: 4 Full Func Obs: 0 Act Yr Blt: 1957 No.Bdrms: 2 Bsmt Gar Cap: 0 Addl Story: 0 Unfin 3/4: 0 Eff Yr Blt: No.Rooms: 5 Overall Cond: 3 Normal 1/2 Story: 0 Unfin Rm: 0 Yr Remodel: No.Fireplcs: 0 Ext Cond: 3 Normal 3/4 Story: 0 Unfin Ovr Gar: 0 II No. Kitchen: 1 Fireplc Type: Int Cond: 3 Normal Over Garage: 0 SFLA: 1,218 Kitchen Qual: 3 Normal Heat Type: 2 Hot air Constr Grade: C Average Fin Attic: 0 Fin Rec Rm: 0 Land Breakdowns Land Soil Wtrfrt Depth !rift Infl Infl Infl Land Unit Dim Type Front Depth Acres Sq Ft Rating Type Factor Pct Cd 1 Cd 2 Cd 3 Value Price Code 01 Primary 100.00 180.00 0.00 0 0 0 25000 250.000 Additional Improvements Structure Measure SQFT Overall Act Eff Yr Pct Func Sry Unit Bld Bld Code Code Dim1 Dim2 MISC Qty Grd Cond Yr Built Gd Obs Life RCN RCNLD No. No. Sec RP4 Porch, Enclosed Dimension 17.00 10.00 .00 1.00 C Norm 1957 0 0 0 5374 3654 0 0 RG1 Garage, 1 Story Attached Dimension 20.00 23.00 .00 1.00 C Norm 1957 0 0 0 11229 7635 0 0 LS1 Swimming Pool,Metal Vinyl Dollars 5,000.00 .00 .00 1.00 C Norm 1983 0 0 0 16865 14841 0 0 RP1 Porch,Open Dimension 13.00 25.00 .00 1.00 C Norm 1997 0 0 0 3468 3364 0 0 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. No 20314 Cut-in Card No. • Owner 1-1//“.. </an.s.5 Location c 3 ,(3 i*J/ .. Installation Consisting of..... !C1.A./..T..!4tkid - tz Le? .12.0 /7 3y��""/ Installed By A. •Si.s.t..erG( Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated,the Company shall have the right to revoke this certificate. Date 1-' 7-/ INSPECTOR ../%.�nr//+^ r-- Member N.F.P.A.,I.A.E.I. ill r / (- cia-v I-3 Queensbury Building & Code Enforcement - Residential Final lnspectin Office No. (518) 761-8256 Arrive: am/p epart: td\-."77<m/pm Date Inspection request received: Inspector's Initials: NAME: & L PERMIT#: I 3 ci ,) LOCATION: 7 lo 12> Hal DATE: J - r7 1,3 TYPE OF STRUCTURE: R F? S ci. Comments: Yes No N/A 4" Building Number Address visible from road An,ch S t.,Lr(- cz'_ Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete -47; Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: ery Bedroom: W/ Outside every bedroo area: / Inter Connected: Battery backup: �( j Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures 1/: Foundation insulation to floor I Sticker on Panel ' Duct work sealed properly/ v —7 J 1P----. 1-r.,.. /44-1,.. -1) Floor truss,draft stopping finished basement 1,000 sq.ft. l,.Emergency egress below grade �j'!`-„" Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required 04 Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:1Building&Codes Forms1Building&Codesllnspection FormslResidential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req v-iv- •. Queensbury Building & Code Enforcement Arrive: P'C a 0 i ._ -rt: T,tCY) am67-pir_i ) 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: \.-- 5 P' IT #: z.- , :- __. LOCATION: '7(Q. 3 (3RD INSPECT ON: TYPE OF STRUCTURE: Y N N/A I Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 '/z inch minimum Drain Size Washing Machine Drain 2 inch minimum , Cleanout eve • 100 feet 1 chap•a of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation I Residentiateheeki Commercial Check �:RL,_. , REceI\)c_- \D Tyvek or Similar Exterior Sealant RGNA\ e) 5-6\ ECX Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct I Hot Water Piping Insulation -- 13v �_ -\-0- oNkt If required unheated spaces Combustion Air Supply for Furnace \3Pt _v\, Duct work sealed properly/ No duct tape \ ‘..) , COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 �LL /--J Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart-c)344.,am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 649 NAME: tAe0 I) 3 PERMIT#: d --30 A LOCATION: I.Sat, INSPECT ON: TYPE OF STRUCTURE: R kci Cornmeal / Y N/A Footings � oto,` Piers Monolithic Slab Reinforcement in Place �5cL The contractor is responsible for providing protection from freezingVL) r for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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. L:\Buliding&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM t4exii / -3 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r- • - •- : •: Queensbury Building & Code Enforcement Arrive:7--TO a • --re • ' -rt: 7,"-�l a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia I NAME: U .. • ti PER T #: / -- 3 Oa LOCATION: '>to_. ,lot INSPECT ON: 1/-I(/ TYPE OF STRUCTURE: R + x=YC1_ 40, -- -- , -434. V'._. Vper 1 Y N/A I CSN -ough Plumbing /Nail Plates -t Plumbing Vent/Vents in Place \ \f \7 1 'r4 inch minimum Drain Size � . / Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test 4.______ D 'n/ nt I/ ead f .S.I. or 10 ft. above highest connection for 15 minutes Pressure Test V/) Water Supply Piping Air/ Head 50 P.S.I for 15 minutes V Insulation / Residential Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) i Duct/ Hot Water Piping Insulation -ic 'g, If r=•uired unheated s•aces Combustion Air Supply for Furnace �� Z) ' �� Xe Duct work sealed properly/ No duct tape CZ.:_?‘44‘ ilk-, \./ AS) .., 's►` COMMENTS: 4—L ,.,e ° o 1 ` re \------- ,b c: 40 y t, .o C cc. Ii Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 --ruSd Q_ 10 -1 Rough Plumbing0 Insulation Inspection port Office No. (518) 761-8256 Date Inspecti equ st r- `-ivied: - Queensbury Building & Code Enforcement Arrive: -77 a • j ' -part: -.i _/pm 742 Bay Road, Queensbury, NY 12804 Inspector's . ' s: ✓;:'. NAME: PER T #: LOCATION: (' 3 C. 64. " INSPECT ON: / /-X TYPE OF STRUCTURE: Re s A-da Y N N/AI Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 '/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/ Head `/.\ 5 P.S.I. or 10 ft. above highest connection for 15 minutes - Pressure Test LA- Water Supply Piping r/Head ( 0 P.S.I fominutes � 7 n Insulation Residential Cheat Commercial Check %ALV R— �� Tyvek or Si ant R-7-7't) Cf t Lick)E Proper Vent, Attic Vent Door/Window Sealed (No Insulation) E Duct/Hot Water Piping Insulation If required unheated spaces �� i\\4-C-C-41/4-N Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape _ COMMENTS: FCANAI folC 11 Oi � G� Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing I Firestopping Inspection Report / () - 7 2 Office No. (518) 761-8256 Date Ins =: iived: / Queensbury Building&Code Enforcement Arrive: 0- % - • •'� frt;part: k i742 Bay Road, Queensbury, NY 12804 Inspector's In , s: VI 7 NAME: S(.v e e_7- - RMIT#: Z3�-Z- LOCATION: l'-')--)1 - L e14, I SPECT ON: /,z_ TYPE OF STRUCTURE: Y _ N/A COMMENTS: Wamingcz-�� ,t,3 .\S Attic Access " x 30" minimum Jack Studs/Headers / Bracing I Bridging / Joist hangers `/ - 7 \ i"71-7 ��‘g 1- MA i. Jack Posts/Main Beams Exterior sheeting nailed properly p` F ij �v N.3 i_.- 12" O.C. Headroom 6 ft. 8 in. J -‘ --'• - '���,�,,,,1� Stairwells 36 in. or more �� D Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/(w) 16 gauge (8) 16D nails each side b-1----- C 't *317v V'r',.,-i Draft stopping 1,000 sq. ft. floor trusses C t Anchor Botts 6 ft. or less on center vJ 0\,_1._ 1-‘ 1.- 1 IA ru C=k-C_C Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour 97 h_ 2_cx vk ire wall 2, 3, 4 hour Firestopping , / Penetration sealed 16 inch insulation in cavity min. J‘11\C____-- Garage C1Garage Fire Separation House side ,6 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:1Building&Codes Forms-OLD\Buikiing&CodesUnspection FormslFraming Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report )--4/ Office No. (518) 761-8256 Date Ins ion - Queensbury Building &Code Enforcement Arrive: L-=1z--30 a`r�i • • : 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: /J /• G � - - LOCATION: '7�;�3 aJ c�' INSPECT ON: TYPE OF STRUCTURE: R e.S Pcla Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches I Holes 1 Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses i Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall E1,3 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 %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes FormsOLD\Building&CodesUnspection Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report l It `I 3, Office No. (518) 761-8256 Date Inspection . = - i ed: Queensbury Building &Code Enforcement Arrive: _ rt: ti'= ,- 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: Cry ficc _ LUr; ,‘ RMIT#: / LOCATION: ` '3 ;-�'� [,�Cal INSPECT ON: //3--Q �. TYPE OF STRUCTURE: f(0.- ,A_r-l.cl I I N NIA COMMENTS: Framing Attic Access 22" x 30" minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/ Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 Y�(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 water 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 Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forms-OLD\Buildinc&CodesJnspection Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 Foundation Inspection Report - `( Office No. (518)761-8256 Date Inspection request received: ( C` 1-2-d Queensbury Building&Code Enforcement Arrive: am/pm Depart:/3:1:161.m/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 4.41A1) ti) NAME: e PERMIT#: 12 - i` LOCATION: `7C -5 (33- (CNN') INSPECT ON: TYPE OF STRUCTURE: flr--)1 Comments ( N 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/Wailpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofmg 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. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 9 // Foundation Inspection Report Office No. (518)761-8256 Date In tion request received: I c; L f Z Queensbury Building&Code Enforcement Arrive: / Jo am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: .7j/2. _ NAME: 974 t `1 }u)e e 1 PERMIT#: i Z- - 30-2— LOCATION: 0zLOCATION: &• j /5/1/ i'ZC,'\1`- INSPECT ON: f 01r L//t Z TYPE OF STRUCTURE: Comments 1 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab / ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM i ,azo ma°cmc Zom c mo� oV��p c z 4 X z A A Z C. �y \O Z �=O E� G iR m jm /C0 a IZA �za O Z N O Z Wiz 1 8 TI Z 1 rn. O d x� n x �Q `' m0 z 70 fMq�N W to A N C �o < �.O Ai 0o cN H o mT: is o m m� v D C G cy Septic Inspection Report Office No. (518) 761-8256 Date Ins ion request received: l C/LI/l,Z Pi Queensbury Building &Code Enforcement Arrive: �1(1'4 l arniPpQ Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ' /L NAME: �[� SL.L' PERMIT NO.: LOCATION: 1V-77 6 i'� / ,2�- 1 t� INSPECT ON: C (,J q// RECHECK: l 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. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] 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 End Cap Y_ N Inlet/Outlet Pipes&Baffles KY N Manholes 12"or less below grade _Y N [provide extension collar if Yes] _Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan —Y_ N Engineer Report and As-Built Y N ETU Maintenance Contract _Y_ N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use S atus: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 29 10.doc hurs d(1(, / Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:, am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's s Initials;/1- �Q� NAME: �I-.`�,S1) P jt PERMIT#: LOCATION: `) i "5 43 64,c-k INSPECT ON: ,QO-a TYPE OF STRUCTURE: /d.1 Comments Y iN 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 41�c� in Footing Dowels or Keywayplace ���---� Foundation Dampproofmg Foundation 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. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM h utuA - (DA,ta, Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: r cam/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: � / NAME: ,3 01)n S u:��'t PERMIT NO.: / a- 3 03, LOCATION: 1.-)La ei.t� ' l�� INSPECT ON: q-13 1 RECHECK: Comments and/or diagram Soil Type: / Loam 1/4 Type of Water: Municipal/ Watej ,_ 1(-)S L`'�4 e Waterline separation distance S• ft. ‘--iq H M3J Well separation distance • ��s:,► ' ft. Inat.cr� ` Other wells: �11 '� ft G Well Casing Length 50' +/ - Y N N N/A Absorption Field: Total length '2.,'O ft. Length of each trench c7 ft. Depth of trenches 1.- ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Zr Distribution Box to Field / Pit Opening Sealed: Y N End Cap VY Inlet/Outlet Pipes&Baffles !Y N 7-0 `-r? Carl — Location/ Separations • Foundation to tank l ft. Ar-6- Foundation to absorption r:2-1- ft. Separation of Pits . . . Conforms as per Plot Plan Y 4 Engineer Report and As-Built Y tC N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S -, Us- .d pproved /7 'Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc MAP REFERENCES 1 MAP OF LANDS PROPOSED TO BE CONVEYED TO DANA BALL BY.' WAYNE R. RAYMOND DATED: AUGUST 20, 1989 2 CROSSROADS PARK PHASE BY W.J. ROURKE ASSOCIATES DATED: APRIL 24, 1989 3 MAP OF A SURVEY MADE FOR HUNTERBROOK, LLC BY.- VAN DUSEN & STEVES DATED: APRIL 7, 1997 LAST REVISED: JULY 27. 2009 TP #5 Mt SLOPE 1/4' PER FOOT 1,000 GALLON SEPTIC TANK BY FORT MILLER OR EQUAL DEED REFERENCE GERALDINE LYONS TO GERALDINE LYONS & MICHAEL LYONS DATED: DECEMBER 17, 2003 BOOK: 1362 PAGE 55 LANDS N/F OF HUNTER BROOK II, LLC 1489 / 179 O PROVIDE 3" SAND OR�� PEA GRAVEL UNDER TANK SEPTIC TANK N.T.S. SEPTIC TANKS 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION, WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. HUN ILH BHUUK, LLC 1331 / 196 E OR STONE ABOVE ALL COVERS 12" MIN. COVER OVER ALL STRUCTURES LANDS N/F OF CEDAR COURT HOMEOWNERS ASSOCIATION 697 / 155 #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL c-'4 oqo° ALL OUTLET INVERTS _s-oi oloo6kPEA TO BE SET AT EXACTLY THE SAME GRAVEL ELEVATION. USE OF ®ISTRIBUTION_BOX ENCOURAGED)D LEVELERS N.T.S. INSTALLATION OF DISPOSAL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID WITH THE HOLES DOWN IN ALL CASES. 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. ® TP #1 BARRIER MATERIAL vlcajnc)�zn \-4" PERFORATED PVC LATERAL, SLOPE 1/16'-1/32' PER FT. -TEND OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH. STANDARD ADSORPTION TRENCH PROFILE 289.15-1-7 N.T.S. 26.1 17.2 � 17.1, 16.3 6' MIN. 1.7 14.' 13.1 13.2 \ 14 12.1 12.2 14.4 11.2 11. 10 15.2 1 15.1 16.1 16.2 2' O PROJECT LOCATION 1.2 3 4 5 E 49 m o I EXEMPT p TOWN OF QUEENSBURY 50 SOILS DATA TEST P1141 0--12" TOPSOIL 12-108+" YELLOW SAND PERCOLATION RATE - 1" IN 0 MINUTE.-;, 40 SECONDS TEST PIT BY VAN DUSEN & STEVES - 06/24/86 TEST PITY5 0-•25' LOAMY FINE SAND 25-•124" FINE SAND 124--163" SAND AND GRAVEL TEST PIT BY CHARLIE MAINE - 03/08/96 TEST PIT & PERCOLATION TEST IN AREA OF ABSORPTION SYSTEM TO BE PLRFORMED BY IL{ -ENGINEER PRIOR TO SUBMISSION OF SEPTIC SYSTEM PERMIT SEPTIC SYSTEM DESIGN DESIGN FLOW - 3 BEDROOM HOUSE -- 3 BEDROOMS ® 110 GAL/DAY/BDRM = 330 GPD SEPTIC TANK - USE NEW 1250 GAL TANK ABSORPTION FIELD - STANDARD ABSORPTION SYSTI.M PROPOSED - AT NYSDOH APPLICATION RAIL 138 LF. OF ABSORPTION TRENCH REQUIRED. - USE 4 - 50 LF LONG LATERALS = 200 LF. TOTAL. 47 L LEGEND IPF = IRON PIPE FOUND ®= WELL (3)= MANHOLE `Q�= UTILITY POLE LANDS N/F OF HUNTER BROOK II, LLC 1489 / 179 O PROVIDE 3" SAND OR�� PEA GRAVEL UNDER TANK SEPTIC TANK N.T.S. SEPTIC TANKS 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION, WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. HUN ILH BHUUK, LLC 1331 / 196 E OR STONE ABOVE ALL COVERS 12" MIN. COVER OVER ALL STRUCTURES LANDS N/F OF CEDAR COURT HOMEOWNERS ASSOCIATION 697 / 155 #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL c-'4 oqo° ALL OUTLET INVERTS _s-oi oloo6kPEA TO BE SET AT EXACTLY THE SAME GRAVEL ELEVATION. USE OF ®ISTRIBUTION_BOX ENCOURAGED)D LEVELERS N.T.S. INSTALLATION OF DISPOSAL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID WITH THE HOLES DOWN IN ALL CASES. 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. ® TP #1 BARRIER MATERIAL vlcajnc)�zn \-4" PERFORATED PVC LATERAL, SLOPE 1/16'-1/32' PER FT. -TEND OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH. STANDARD ADSORPTION TRENCH PROFILE 289.15-1-7 N.T.S. 26.1 17.2 � 17.1, 16.3 6' MIN. 1.7 14.' 13.1 13.2 \ 14 12.1 12.2 14.4 11.2 11. 10 15.2 1 15.1 16.1 16.2 2' O PROJECT LOCATION 1.2 3 4 5 E 49 m o I EXEMPT p TOWN OF QUEENSBURY 50 SOILS DATA TEST P1141 0--12" TOPSOIL 12-108+" YELLOW SAND PERCOLATION RATE - 1" IN 0 MINUTE.-;, 40 SECONDS TEST PIT BY VAN DUSEN & STEVES - 06/24/86 TEST PITY5 0-•25' LOAMY FINE SAND 25-•124" FINE SAND 124--163" SAND AND GRAVEL TEST PIT BY CHARLIE MAINE - 03/08/96 TEST PIT & PERCOLATION TEST IN AREA OF ABSORPTION SYSTEM TO BE PLRFORMED BY IL{ -ENGINEER PRIOR TO SUBMISSION OF SEPTIC SYSTEM PERMIT SEPTIC SYSTEM DESIGN DESIGN FLOW - 3 BEDROOM HOUSE -- 3 BEDROOMS ® 110 GAL/DAY/BDRM = 330 GPD SEPTIC TANK - USE NEW 1250 GAL TANK ABSORPTION FIELD - STANDARD ABSORPTION SYSTI.M PROPOSED - AT NYSDOH APPLICATION RAIL 138 LF. OF ABSORPTION TRENCH REQUIRED. - USE 4 - 50 LF LONG LATERALS = 200 LF. TOTAL. 47 L 0 Ul o Co ao U� C12 Cq ti W ti 0 ►Z-+ � JUir& b u LadL �+ d z d J - 64- � - 5 z- W z m m L m W f9 ' --w-2'-p -�� 4-0 15% MAXIMUM Z CROSS SLOPE -OVERFILL TO ALLOW ON SLOPED SITES W, 0-4 FOR SETIELMENT (,� W -� rA z 0 0 ro EARTH UNTREATED BUILDING PAPER, a' FILL OR GEOTEXTILE. Z W m 4" PERFORATED W V. z � LATERAL DO N w w m �0 3/4' TO 1 1/2' G-0ro z CRUSHED STONE f9f � i MAXIMUM SEASONAL HIGH J GROUNDWATER ELEVATION STANDARD ABSORPTION TRENCH SECTION N.T.S. Date: JANUARY 17, 2012 Scale: AS NOTED SHEET 1 OF 1 m Do N •' +M rni, • s E- 0 Ul o Co ao U� C12 Cq ti W ti 0 ►Z-+ � JUir& b u LadL �+ d z d J - 64- � - 5 z- W z m m L m W f9 ' --w-2'-p -�� 4-0 15% MAXIMUM Z CROSS SLOPE -OVERFILL TO ALLOW ON SLOPED SITES W, 0-4 FOR SETIELMENT (,� W -� rA z 0 0 ro EARTH UNTREATED BUILDING PAPER, a' FILL OR GEOTEXTILE. Z W m 4" PERFORATED W V. z � LATERAL DO N w w m �0 3/4' TO 1 1/2' G-0ro z CRUSHED STONE f9f � i MAXIMUM SEASONAL HIGH J GROUNDWATER ELEVATION STANDARD ABSORPTION TRENCH SECTION N.T.S. Date: JANUARY 17, 2012 Scale: AS NOTED SHEET 1 OF 1 m Do N