Loading...
2000-645 TOWN OF OUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANC. N. Pernlit Number: P20000645 Date Issued: Friday, December 29, 2000 This is to certify that work requested to be done as shown by Permit Number P20000645 has been completed. Tax Map Number. 523400-054-000-0005-019-001=0000 Location. 40 ROCKWELL Rd Owner: T. CRAIG 1ENKIN This structure may be occupied as a: Single Family Dwelling Garage - 3 Cats Attached By Order of Town Board TOWN OF QUEEN5BURY Director of Building & Code Enforcement TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 (aw Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20000645 Application Number: A20000645 Tax Map No: 5 23400-05 4-000-0005-0 1 9-00 1-0000 Permission is hereby granted to: T. CRAIG JENKIN Owner of properly located at: 40 ROCKWELL Rd in the Town of Queensbury, to construct or place a 'Single Family Dwelling 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. {owner Address: T. CRAIG JENKIN 269 CHESTNUT RIDGE Rd QUEENSBURY, NY 12804 Contractor or Buildees Name f Address Electrical Inspection Agency KELLY CONSTRUCTION COMMONWEALTH 11 WILLOW ROAD PO BOX 706 +QUEENSBURY, NY HAGUE, NY Type of Construction: Single Family Dwelling "Value : S 1009000.00 Plans & Specifications 2000-645 870 SQ FT SINGLE FAMILY DWELLING WITH 3-CAR ATTACHED 'GARAGE AS PER PLOT PLAN SPECIFICATION $143.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday, September 05, 2002 (Ifa longer period is required, an application for an extension must be made to the code Enforcement officer of the Town of Queenshury before the expiration date.) Dated at the Town ofee ury, uesday, S ptember 05, 2000 SIGNED BY for the Town of Queensbury. Director of Building & Code Enfor ment Butt ring Permit Application z own CJr,f Q,tl#'C't7Sb1Lry - Depv. r?fCrNirrr►utrilY AeVelrrlarr eat, 742 Htiv ,Res"el, {]rr4r4otvhrerlr. NY 12,%)4 /76f-8256/ NDT CE BUILDING & CODE ENFORC' EAIENT Requirements prior to issuance FApormid must be Obtained before of this permit: f'EltM1T J fLE NU..f'ER"IT I•ffC•: 1'.i111x w made until applicant it" rcccivel � Zalrtlreg Board 44cUmt. IAD BUILDING PERMIT. All Area Y U40 RECREATION FEE f'it1A aPPlicants' spa os on this appliention MUST be completed and. the aigrurture PhVV8bsg 1iit�ard Action REVIEWED DK_ � Of the aPplicant must appear on the gpyR Y st,kxiiviainn I Other ticati[m form. � > . Recreation Fee Payment -�r�� rr r,�.,�rr,.rr Applicant Grl�Iyr t'h i LPG+ AIL) t4r V( d4 /f LwOwner: ! - Cr , � ,rn Address: f f !` ' 1 tfY'� /�G✓s�-� Address: 2 • `1 C5rav : ✓�'ft��; Le 1'liene # Phone # ( , 18 —) _�75'3 - 7g Property 1.oent1on: -fr-7 v Tax Map Number Subdivision Name: /�' � - - Section Block I .ot NATURE OF PROPOSED WORK r ESTIMATED MARKET VALUE OF THE New B u i �ci_.i_rrrr 3 said ! commercial corrt�ml� trcTToet : $ /d �,0 o v K: Addition to Building : residence / commercial OCCUPANCY TNForLMATI ,: . _ t ^. - A]. t~eralt. ion to Building : Prirnfxry Building - t ; , residence / commercial _ single family Dweilirig Residence / Commercial Two Family Dwolli �}} ~ ` no change t- o exterior size Family Dwe14VG"e � �00� Of f 1ce Other Work ( desciibe below ) Mercantile Manufacturing Other GROSS AREA OF PROPOSED STRUCTURE * rI. If ADDITION , what: will use let Floor . . . . . . . . f 'S' a q it . of new addition be7 : 2nd ,Fl"oar . . ..:�P' . . . 72v sq , ft . Other Fluuta . . . . . sq . fte ( not unfinished cellar or basement ) ACCESSORY SUILDIhiGS ; Detached Garage 1 , 2 car TOTAL FLOOR AREA : �' SQ . F'T . Attached Garage 1 t 2 car c , Private-- Stowage Building SIZE OF NEW STRUCTURE : Commercial Storage Building J s!� FEET X FEET Other Foundation Type : + r�rob Lev C'be3646ijore Will anyy second - ]sand or ungraded Number of Stories : lumbc- r be used ? if so , for what ? ( Ilabitable space oryly ) / liaight ( grade to ridge ) .feet #rYPiE OF HEATIN43 SYSTEMS Number of fireplaceO and / or woo stove ( circle all which applies ) to be installed ;_ = Gd Electric WI / Gas / Wood orce llv� baseboard / Other Person responsible for supervision of work as regards to building codes is : S Name'{ Addreass � � Phone Builder : Plumber : +/ / Mason : _ _rr f / Electrician • AEC"Z,M4TTON.• Please sign: below ewer you have carefully read the statement. To the best of my knowledge the staternews contained in this application , together with the plans and specilicatiorts stibntittett, are a true and complete statemcnt of all prolx )sed work io be [lone on the described premises and tlyit ail Irr[yvisions or tire F3[likding Code,, the Zoning C)r[Intiatticc and all [�tlrcr laws pertaining to the: I"ed work sha be complied with , whether specified or noted, wind that such work is ataltorirec the r, rot liter, it is understos xl that 1/we shall submit prior to a C ertilicate of Occupancy .o rcatea or t iance being, issued , nn AS IiUIL'r PL.Orr PLAN by a licensed surveyor; sc c, silo ual location of project on premises. Signature: (owner, o is ages archit , contractor) Application for Permit - Septic Disposal System Town of Queensbury 742 Bay Road Queensbury NY 12804 (518) 761-8256 1 . OWNER INFORMATION: Location of insWiation: 9t + /�' +7 r �, , c /2 a,y p OwIc"e Use File Permit No. Tax Map No. ��I ! �� Owner's Name: -i ~ L'-,e- .g le, Nh{ ,-, ; -W7.0,I Fee Paid .................. . .. .... . ....._....._.,............ ... _. .. .. .. ........................................ Address: 2. INSTALLER'S NAME PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate ff bedroom(s) and multiply # of bedrooms with applicable gallons per bedroom to equal total dailyflow) Year of House: No. of BedreQ= x Computation Total Daily Flow 1980 or older x 150 gal/bdrm = 1980 - 1991 x 130 gal/bdrm = 1991 — present x 110 gal/bdrm = Garbage Grinder Installed yes ! no Spa or Whirlpool Installed yes � / no 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) TWography Soil INjktgrq GLQqd—Water Bedrock or linpervious Material Domostic Water Supply 1470t sapid at what depth tit what depth municipal Rolling loam feet feet well Steep slope clay if well; water supply slope other from any septic-system depth: absorption is fl. other Percolation Test: (To be completed by licensed professional engineer or architect) Rune: minute per inch 5. PROPOSED SYSTEM: For,, New Constriction: 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 f ield for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: fo+ ,gallon (min. size l, 000 gal.) Tile Field: each trench j05"L> ft Total System Length: Seepage Pit(s): number of size of each: ft. by l?. Size of Stone to be used: M ! depth or thickness r feet Bed System Size: x Alternative System: length andlor 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 protraction, 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 an v material misrepresentation or failure to make a iaterial fact or circumstanc&k3n or on behalfofan applicant, shall be void. I have read the regul respect to s application and agree to abide by these and all requirements of the ueensbury a ry Sewage Disposal Ordinance, ffi gtsa ure ff respoA I ble p rson oatfi ENERGY CODE COMPLIANCE APPLICATION TOWN OFC QUEENSBURYr 'WARREN COUNTY 9000 HEATING DEGREE DAYS Comm ; arcs+ Methods : PART 5 - Acceptable Practice Method 1 & 2 Family Dwellings ( only ) PART 5 * - TherrRal Rating - Component Trade off s 1 & 2 FeEmily Dwellings ; Multi--Family Dwellings ( 3 stories or less ) PART 4 * Design by Component Performance , Commercial Buildings -H., Rise Residentlai *Reciulres submission of worksheets A_pPLICANT ` S NAME : PROPEI= LOCATIONS G 2AIG, 4e> •e<> Cie, i e-C.L PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE : 1 , C-ross Floor Area - e -'i a scivare feet 2 . Trv-oe of Heat - Electric C7i ? tiC Gas Other 3 . = s :au i lding mecaanidal l y cooled? Yes >< No P er ce :ztac, e of area of windows and doors ©ver 17 % Under 17 % 50 --V;'. ,UES FOR I?iSULATZON GIVEN BELOW ZrUST CORRESPOND TO R-VALUES AS S QLv�I ON PLANS SUBMITTED : a * R.00f R b _ Exterior walls R 2 _ c . Glazed areas R /_ s do .xterlor doors R 4Z , s" e . Floors over unheated spaces R 47 _ .Edge of s lab on arade ( heated b* i lding ) R g . Bas e::lent / cellar walls ( above grc=ae ) R }* . Bas ernent / cel 1 ar walls ( below cr ade ) R mAvw / 'r'_ eating/ coo !ing-ducts -piping i-n. unheated space R 6 . S e ,-r ? c s ( domestic ) hot water h eat ir_c device co "~ f orms to mi..mum ef=iciency per code Yes No TE ERATURE C ROL MAXIMUM SETTING 140Q - WILL NOT BE EXCEEDED Apn ' S e ate p , % z .no t 7 Ste _ �C ? ' S �u _ S TOWN OF QUEENSBURY BUILDING & CODE 'ENFORCEMENT 742 SAY ROAD WIEN QUEENSBURY NY 12804 (518) 761-8256 ARRIVE : DEPART * IN8 P7� FINAL INSPECTION REPORT - RESIDEnTIAL MATE INSPECTIO RES�vU/E,'rSTJ/KRCEIVIEU : NAME e�4j LOCATIONS y DATE J % PERMIT TYPE OF STRUCTURE FOOTINGS FOUNDATION BACKFILL FRAMING ROUGH PLUMBING SEPTIC INSULATION FINAL ELECTRICAL WOODSTOVE OR FIREPLACE N fCf3 It HI Y HEX HT B VEN HE HT P U B G V R�FING EXTERIOR IN DEC POR fi EPS IL GS RELIEF VALVES FUR14hCEZHOT W "TER PE IN INTERIOR TRIM IVACY D ORS FINISH F O Sr f3ATHJKI'TCHEN WAT G 0TH_SR FLOORS 'SWEEP 9 _OTHER FLOORS CA PETER STAIR C EA CE RAILINGS S f]K DET C O S 5H EOM FAN_$ k UPfBING FIXTURES i o DA ID = N G RAGS FIREPROa NG �1QOft C OSERS L CT CA PL,tAN RI NCR RE RVEY P T LAN O TO ISSUE C O OR C C MAP REFERENCE: MAP OF A SURVEY MADE FOR JOHN A. SHAFFER DATED NOVEMBEF 29, 1995 LAST REVISED DECEN BER 29, 1995 BY VAN DUSEN & STEVES LAND SURVEYORS LANDS N/F OF BRASSEL 'At NEW yo LANDS N/F OF HOLCOMB 100 GRAPHIC SCALE cn 1M San ( IN FEET) 1 inch = 100 it. '�-P' LANDS N/F OF DELLA MONICA 400 '08'30"E w LANDS N/F OF DEGRAFF ET. AL. LANDS N/F OF TLC BOAT SERVICE, INC. w 0 0 fzcvn)) LANDS N/F OF FIRST NATIONAL BANK OF GLENS FALLS I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO: T. CRAIG JENKIN GLENS FALLS NATIONAL BANK AND TRUST COMPANY, IT'S SUCCESSORS AND/OR ASSIGNS LAWYERS TITLE INSURANCE CORPORATION CERTIFIED BY: MATTHEW C. STEVES, LLS NYS 50135 DATED: DECEMBER 8, 2000 17 0) I I Lo D-295 TOW OF QUEERSBURY BUILDING_ CODE EIfF©RCEMENT 742 Bay Road Queensbury _NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name Location Date Z-y Permit # SOIL TYPE: Sand- Loam-Clay-Results of Percolation rest_ ( if applicable ) Rat nute/Inch TYPE OF SYSTEM * ABSORPTION FIELD: ota Length Length of each tre ch Depth of trenches Size of stone SEEPAGE PITS : N be Size - fi ftr Stone size`-"' PIPING: Size ype Bldg. Tank to Dist . B x -------- Dist . Box to Fi Id/Pit Openings Seale ? Yes'" o artia LOCATION/SEPA TiONS : Foundation to ank Foundation to bsorption 'feet Separation of its ----. feet Conforms as pe Plot Plan et LOCATION' OF SY TEM ON PROPER es No { circle one ) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS : /] SYSTEM USE APPROVED: YES NO Arrived: Depart B 7 ding n e RECOMMEND ALL ACCESS + CLEANOUT OPENINGS CONCRETE OR STONE APPROXIMATE BE RAISED TO G" BELOW FINISH GRADE FINISH GRADE. MARKER ABOVE ALL BURED COVERS I- / RECOMMENDED. 2'-0" 4'-0" 2'-0" 152 MAXIMUM CROSS SLOPE HIT BAFFLE OVERFILL TO ALLOW ON SLOPED `.SITES 12" MN. COVER OVER FOR SETTELMENT _ ALL STRUCTURES - — MN SLOPE 1/4" PER FOOT V� 1.250 GAL. SEPTIC TANK-\ BY FORT MILLER OR F EQUAL c INLET +OUTLET BAFFLES MINIMUM 2x WIDTH MAXIMUM 4x WIDTH PROVIDE �T� •-$ °°� ° SEPTIC TANK PEA GRAVEL NOT TO SCALE 5EPTIO 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. 4. SEPTIC TANKS WITH JOINTS BELOW THE LIQUID LEVEL SHALL BE WATER- TIGHTNESS TESTED PRIOR TO ACCEPTANCE BY THE LOCAL CODE ENFORCEMENT OFFICER. W a CAREFULLY SELECTED FILL MATERIAL WELL -GRADED LOAMY SAND CONTAINING A MIN. 12% SILTS OR CLAYS, NO ORGAINC MATERIAL OR STONES LARGER THAN 3'. ' IN -PLACE PERCOLATION RATE BETWEEN 5 AND 10 MINUTES. 20MIN. TAPER DRAINAGE SWALE �y 3 ON UPHILL SIDE 1 : - ?- :.:.- `•. �� OF SLOPED SITES 9'-3" TYP. IE TO MN. SLOPE 1/8" PER FOOT #1 DISTRIBUTION BOX FORT MILLER OR 6" - 18" EARTH- BYGEOTEXTLE FABRIC EQUAL 21, MIN4" PERFORATED O Q 121, MN. LATERAL 0 M3/4" TO 1 1/2" ivl Bo'o"-ALL OUTLET INVERTS d�000°o� TO BE SET AT PEA EXACTLY THE SAME GAVEL ELEVATION. DISTRIBUTION BOX (USE OF SPEED LEVELERS NOT TO SCALE ENCOURAGED) 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, AND ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 2. REMOVE STUMPS, ROOTS, TOPSOIL AND ALL ORGANIC MATTER FROM THE AREA UNDER THE LEACH FIELD PRIOR TO PLACING FILL. PLOW SURFACE PRIOR TO PLACING FILL 3. FILL SHALL BE WELL GRADED LOAMY SAND CONTAINING A MIN. 12% SILTS. IN -PLACE PERCOLATION RATE SHALL BE BETWEEN 3 AND 7 MINUTES 4. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WMTH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. 5. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 6. 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. 7. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND GEOTEXTILE FABRIC 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. 8. 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. 9. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. ADS13RDTI13N TRENCH (SEE STANDARD ABSORPTION TRENCH) SEED CROWN AND SLOPES 3 A. _ U uo u u 24 MIN. TO HIGH GROUNDWATER,\\\\\\\ ROCK OR IMPERVIOUS SOIL SEASONAL HIGH GROUND L REMDVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRMR TO SPREADING FILL MATERIAL. NOTES: 1. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. 2. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE RA15M LION TRENCH SYSTEM DEPT. OF HEALTH STANDARDS. NOT TO SMALL 16' MAX. 30' MAX. 1W MIK 2' MN. BARRER MATEWL �iIEE=EEIfI�i�T=-�'I�►' \-4• PCIl mATO PVG LATERAL. SLOPE IAG'-1/32' PER FT. BOTTOM OF TRM;I, , bQ'(ESm TO BE LEVEL L LIDO OF ALL DISTRIBUTOR F"S MUST BE PLUGGED UNLESS WTERCONN OUP- 2e ALL LATERALS TO Be OF COUAL LENGTM. STANDARD ABSORPTION TRENCH PROFILE NOT TO SMALE 6' MN. 5EPTIG 5Y5TEM DE516N DESIGN FLOW - PROPOSED 4 BEDROOM MIOW - 440 GPD r ; SEPTIC TANK - L250 GALLON TAN( REQURED ABSORPTION FIELD - EXISTING MGM GROUNDWATER TABLE MAI EG5I STMDARD OR SHALLOW ABSORr'iM TREMCM 5YSTIM UII5ABLEe - THEREFORE FILL SYSTEM MUST BE UK ED. - STRIP TOPSOIL IN AREA OF nMD AND PUCE NEW IFLL WITH IV -PLACE PERCOLATION RATE OF S TO 10 M TES PER ACM. SEE FILL SYSTEM DETAIL. - REQUIRED BASAL AREA FOt FILL SYSTEM = 440 GPD/02 GPD/SF. =2,200 SQ. FT, - USE 5W X 40' BASAL AREA - 2200 SQ. FT. - WITH SOL PERCOLATION RATE OF FL,L - 1" IN 20 Mt MAX. NEED 440 GPD/ 0.9 GPD/SF- 489 S0e FT, OF TRENCH - USE 5 LATERALS E 50' EACM - 500 SQ FT, - SPACE LATERALS e W-3" ON CENTER TO ACI'QEVE REQ'D, BASAL AREA. SUnn o••O side n-.'"tiL1■ Sunr side East E 11 �� I 54 SUNNYSlDE PAR ) Gtenm ar �, 34 �' MKJ YEA Arre, o°r's'• pa t Rtl �,pD mow+" COLP COURSE Pine BROOKFIELD ` +1 ESTATES e�•pA NOffi rcS SHERWOOD Ot �O! • •� .1 x `.1 9{ _e s eSM` Or '^ yha ACRES ews t - �F�f Df BROOKW00D o pr MANOR i f t C O STONEGATE ;1 • MANOR s CWar IhIJn s Dr .,, wL • M :1 ^I ROADS C QUEEN58UR1 ��%. ^r' f • PARK Read ' : TOWN OfffCE+$ NIiAND PARK a 9L •1 QUEENSBUI{Y. + Ir; Zt L a HIGHWAY Ter 17 ga`QUEENSBUR b®# Z CENTERF 8 IIILANb� _ ' 1 m a z ��z A a r coLF 17 161" CL ADIRONDACK ,z �'i BUTTERNUT - fTILL = .i COMMUNITY fERBURY COLLEGE Coach Rd • .1 Da berry = hglun $far Dr ID �1 eoa BROOKVIEW ROLLING _ eav e! ACRES RIDGE — � sl La RBRIDGE Ward 2 Sr�eratu ,�-La J •f �1 •1 6 . GRUSttED STONE SHEDI ` ,AY District 2 -0•• 24" MIN. ' MEADOWS m ' �' COLT 8 i-c'' COURSEMAXIMUM SEASONAL MIGM INDUSTR/A�C n RARKCY►ARKGROUNDWATER ELEVATION7 �. area. eaa� eaa� APTS "- N OR IMPERVIOUS SOL OR ROCK STANDARD ABSORPTION TRENCH SECTION LOCATION M A P NOT TO SCALE ' i SOILS DATA ��rr1 TEST PIT #1 3 m O-G' TOPSOIL O G-12• SILT LOAM TP2 12-24' CLAY LOAM 24-3G' SILTY CLAY WATER + MOTTLING • 24" � a TEST PR #2 g 0-4' TOPSOIL — 4-IG* 5LT LOAM 16-27' SILT 27-40' SILTY CLAY 1 \ WATER + MOTTLING • 33" / \ TEST PITS BY MACE ENGINEERING. P.G. 8-4-00 / lot. \ rFkisNc y'QjP / 1250 GAL SEPTIC TAW Q P \ \ 41�� I / ` DISTRainoN BOX / TF#1 PLACE FILL TO ESTABUSH GRADE FOR A15SORPTION FIELD AT LEAST 3.5 FEET LATERALS / ro � � LOLONGcA Po GAP OR INTERCONNECT ENDS OF ALL LATERALS / / A6501I;PTION FELD BASAL AREA. \ / / REMOVE TOPSOIL / / FROM THIS AREA PRIOR / TO PLAC 4G NEW FILL NEW FILL TO BE MIX OF MEDMUM ` / 10, OF / TO F!E SAND VMh SMALL AMOUNT OF SLT. FILL TO "AVE AN IN -PLACE i / PERCOLATION RATE OF BETWEEN 5 AND 10 MINUTES PER W,11. .01 100, f / .00.01 .- .PLAN Scale: i "=20' b, w w� Z Z W � � W W w a A M o0-4 Z '° H Z w o Z ran F a F-4 b a �Q G� V a C z w w � O z W O w z Ddo fA pow N80IIINp As Nola 49053 I�4".-,I u RES11DENTI[AL F NAL WNSPECTION REPORT Office No. (518) 761-8256 bate inspection request received; Building & Code Enforcement } t G� Dept. of Community Development Arrive am/pm Depant L ` Town of Queensbury Inspector's Tnitial ^_��� _- ' 742 Bay Road Queensbury, New York 12804 FER T # 00� LOCATION DATE f�) — TYPE OF STRUCTURE NIA YEV NO COMMENTS Chimney HeightP'B" Vent/][}ireat Vent ti Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Intenor/Exterior Railings 30" to 36" i<-° f r4�G IrC.+yl'r,t-- ¢� Fxterior Handrails, balconies, 18 in. more Interior Handrails stairs both sides or more "sera Grade 2% away from foundation 8" clearance to sill plate Gas Valve shut-off a 1 above she Gas Furnace shut-of "thin 3 f within line of site + Oil Furnace shut-off at cc area t FurnacelHot Water Heater ti Relief Valve(s) installed Headroom, 6 ft. 6 in. on stairs Basement stairs, 6 ft. 4 in. Handrail exterior stairs both more than 3 risers Interior privacy/tiim/doo entrance 35 Floor Finish � ` •j.�, ' Bathroom/Kitchen watertight/ Interior Handrails Balconi 18 in. or more Railing across window " tairwells Smoke Detectors_ every;level every bedroom outside every bedroom inter connected. Bathroom fans /pL rd?:" M Plumbing fixtures Foundation insulationLY►^^-C'��T �� 3/4 bour fire door/door closer Crarage fireproofing,, Garage penetrations scaled Furnace in separate room protected (in sae) Light ventilation per room Safety glazing 18".orVcssWAxnr Final Electricai tMjUQP Site Plan/Variance reaumid Final Survey Plot Plan As Built Septic System layout required -4013 w+ r r +} � C✓r G l Okay to issue C/C (Certif. of Compliance) Okay to issue temp. C/O (Certif ofChwupancy) Okay to issue permanent C/O (Certif. of Occupancy) RESIDENTIAL FINAL INSPECTION REPORT Office No. (518) 761-8256 Date inspection request received: Building & Code Enforcement ' Dept. of Community Development Arrive am/pm I)ep=rt ' ' Town of Queensbury Inspector's hnitials !...� 742 Bay Road Queensbury, New York 128W NAME _ (� ^� PEPJar OV LOCATION DATE TYPE OF STRUCT " NIA YES NO COMMENTS Chimney Hem t/ B" VcntA3irect Vcht Location V Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30" to 3+6" Exterior Handrails, balconies, 1and�ng 18 in. or more Interior Ranndrads stairs both sides 3 more risers. Grade 2% away fixnn foundation 8" clearance to sill plate Gas Valve shut-off exposed/regulator S" above glade Gas Furnace shut-of£with irc X feet or -thin linc�bf site Oil Furnace shut-off at entrance to area FurnaceMot Water heater Relief Valve(s) installed ---- Headroom, 6 ft. 6 in. on stairs Basement stairs, 6 f1. 4 in. Handrail exterior stairs both sides more 3 risers Interior privacy/trimfdoorslmain enttan 36" Floor Finish Bathroorn/Kitchen watertight ✓, .._..., Interior handrails Balcomes/L ina 1 in_ or more Railing across window in stairwells Smoke Detectors- � every level every bedroom outside every bedroom inter Connected Bathroom fans Plumbing fixtures Foundation insulation s/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace m separate room protected (in garage) Light ventilation per room Safety glazing. 18" or less from floor Final Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C (Certif: of Compliance) Okay to issue temp. C/O (Certif. of Occupancy)_ Okay to issue permanent CID (Certif. of Occupanev) v TOWN OF QUEERSOURY BUILDING& CODE ENFORCEMENT 742 Bay Road Queenstury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name Location Date ,r a rm i t # d C3—`�-yL-? SOIL TYP S ai-C3ay. Results f Perc ` lation Test- ( if appli ble ) Rat -Minute/Inch TYPE OF SY ABSORPTION FIE [?: Total Len th r Length of each trench Depth of tree es Size of stone . SEEPAGE PITS - ft . x ft . Stone sl'z:: PIPING : Size Bldg . to Task rr� Tank to Di Box Dist . Box o Field/P - Openings S aled? Ye O art a LOCATION/ PARATI Foundatio to Tare — , Foundatio to Absorption feet Separatio of Pits --- ' feet Conforms $ plan f LOCATION OF SYSTEMOONPROPERTY, $ No ( ci r One ) _ron t - Rear - Left Si ._ e ront - Middle COMMENTS : SYSTEM USE APPROVED : YES NO Arrived: Drtpa rted - wi ing ns c r i 1 COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. ! Main Office 176 I1oe Run Road - Manheirnt PA 17545 Q� j MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Panel Board No........ ........... Ccrj- up Cut-in Card No. owner..................... 69264 . ...X . Cec ...... ....... ,1?..1.�'_I. ! t-....,,,..._.......................... Location !^� Q «.......,,��+cs .1. .!-s+. .4.. ....,,.1'z.. .................... .......r�; s. E.cc .Y?.5..b.v. ? Installation Consisting of.....��. .�?C?.R'.�d!.....<.-?..:C*-:�...^-�. .t4.,!'.?.v�.4.!�r.�....�.a,4...,1'4�.;�..�..:3........................ ............................... ..........................._.............. ......................... .,,. II Installed Ciy...,,,, .. . ... .... . ......1..5.. .... . Lic. No- 4..... e conditions fallowing governed the issuan cancelled: - ce of this certificate, and any certificate previously issued is This certificate only covers the electrical equipment and instailation conditions as of date. Upon the introduction cif additional equipment or alterations, application shah 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 e this certificate. Date,.....,1.;X^ 1._Ch C S.?.... _..... INSPECTOR , ,,.. ....., .�... M1Yember N.F P.A„ LA EA. 6ENER4L I►"WS CTIDN REPQRT 3 ( 518 ) 761 - 8256 �� Town of Queensbury Dept, of Community Development Date inspection request received: t1 Building & Code Enforcement 742 Bay Road -4 / Queensbury, NY 12804 Arrive anVpen Depari� f ��pm inspector's Initial _ NAME: ,44r LOCATION: DATE : lG TYPE OF STRUCTURE: RECHECK Footings/Piers N/A YES NO COMMENTS Monolithic Pour Form r_,! 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/Waltpour Reinforcement in Place Foundation/Dampproofin Backtill Approval xP mbing Under Slab - umbing Vent/Vents in Place Rough Plu Heating Rough-In elation Foundation Walls Interior Foundation Walls Exterior Floors Walls _ I Ceiling .Duct work or piping i unheated spaces 12- Proper Vent, Attic Ven Frami Jack Studs/Heade Bnvong/Bridgin Joist Hangers Jack Po Beam Air Infiltration trier _ Fire Separation , 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL 11VSPECTIOI REPORT ( 518 ) 761 - 8256 Town. of Queensbury Dept, of Community Development Date inspection request received; Building ,& Code Enforcement 742 Bay Road ti Queensbury, NY 12804 Arrive am/pm Depart Inspector's Initials � NAME: C / PERMIT # LOCATION: '� DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Foatingsl'Piers ."-�-- --�—'� Monolithic Four Farm Reinforcement in Place The contractor is responsible for prooviding, protection from ftvaing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundatio fxng _ Backl;ll Approval Plumbing Under Slab _ Plumbi Vent/Vents in Place Rou umbin g Rots -In nsulation Foundation Walls Interior R- Zrdation Walls Exterior R-sR- s Co + rg- R- Ceiling, g_ Duct work or piping in unheated spaces. R- Proper Vent, Attic Vent Franui Jack Studs/Headers Bracingf8ridging Joist Hangers Jack Posts/Main. Beatn. Air Infiltration Barrier Fire Separation 1, 2, 3, hour _ Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping . ( 518 ) 761 - 8256 GENERAL I SPECTION REPORT Town of Queensberry DepiL of Community Development Date inspection request received: ._. Building & Code Enforcement ! 742 Bay Road s r� Queensbury, NY 12804 Arrive am/ptn Depa f Inspector's In' tals J NAME; _._. _ ___��4�� t /� Cr ' cr, PERMTT # _ 060 OCATION: V �__...c yC .. DATE TYPE OF STRUCTURE: RECHECK �� c c titxgs/Piers NIA NO Mt1riENTS I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from frecAng for 48 hours following the plat rent of the concrete_ Materials for this purpose on site Foundation/Wa llpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place ZtiPlumbig Rau n on Foundation Walls n,terior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling , R C:5 Duct work or piping in unheated spaces - Proper Vent, Attic Vent Frami Jack Shadsucade Bracing/Bridgin • Joist Hangers _ Jack Posts/Main Beata —" Air Infiltration Barrier Fire Separation 1, 22 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping JLK�IVERAL INSPEC"TIQN REPCIRT ( 518 ) 761 - 8256 Taws of Queensbury Dept, of Community D+evetopment Date ins Building & Code Enforcement pectian request received* 742 Bay Road Queenstrrary, NY 12804. ArriveC /'� m Deb, � ew Inspector's Initial f ` ` -- NAME• � Y�. ��` PERMIT # l LCICATIC3N: TUB �cs[ �Gt DATE : TYPE OF STR E: RECHECK N/A YES .NCI COMMENTS Footings/Piers --- Monolithic Pour For Reinforcement in Plam, The contractor is ble for providing protection freezing for 48 hours following th6,,placcment of the concrete. Materials for this purpose on si\mt Foundation/Walipour Reinforcement in Place — FoundatiowDampproofs ng Backfill Appreval. Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior Foundation Walls Exterior R- , Floors Walls Ceiling _ IDuct work or piping in '. unheated spaces R- % Proper Vent, Attic Vent ., Fr-antin Jack Studs/Headers _.._ Bracing/Bridgin Joist Hangers rack Posts/Main Air Infiltration Barrier Fire Separation 1, 2, 3, ho Penetration Sealed y Fire Wall 2, 3, 4 hour �`x rrestopp'ing .— GENERAL LVVSPECTION REPORT ( 518 ) 7 +61. - 825F Town of Queensbury Dept, of Community Developme ""�Dxte on request received: Building & Code Enforcem 742 Bay Road ^ QQueenshury, NY 128" � Arrive ' Depart ' ctor'is Inetin] 4 NAML+: PERMIT # LOCATION- G La DATE TYPE OF 5TR RECHECK NIA YES N COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible r providing protection from g for 48 hours following the pl nt of the concrete. Materials For this purpose on site Foundation/Wallpour. Reinforcement in Place Foundation/Datnpprroofing BackftU Approval Plumbing Under Slab Plumbing Vcnt/Vents in Place Rough Plunth Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Jack Studs/Headers 13racing/Bridging Vol C VE Joist Hangers # `� Jack PostsJM do Beam Air Infiltration Barrier Fire Separation I, 2, 3, hour d Penetration Seale Fire Walk 2, 3, 4 hour Firestoppin �y t � x iYflle++ r. ,r ice_ f.`ENERAL INSPECTION REPORT ` ( 5i8 ) 76r_ - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road ... .. ,� Queensbury, NY 12804 Arrived rtt Dc a m ~ nr s itial NAME: l : �I PERMIT # LOCA rION: DATE : - TYPE OF STRU T ,, RECHECK N/A YES N4 COMMENTS Footings/Piers � -� �— �-- -� Monolithic Pour'Forin Reinforcement in P)acc�` � The contractor is'1'+esponsiblc for Providing prateciion from frecring _ \ r�3 1 !�j •,�� V z L- yp, 1,I for 48 hours following,the placement �~ - of the Concrete. forIb Materials for thiss purpose afi si€e Reinforcement / tin Place ��t � L ► C 1Jp1 2 , y i1�r Reinforecmen€ in Place Foundal ion/Dampproofing^` Backlill Approval__ Plumbing Under Slab PluTbiong Vcni/Vcnts in Pface gh Plumbing--_- Heating Rough-In.. Insulation _ Foundation Walls Interior Foundation Walls Extcriar ---- Floors R - Walls Ceiling R- Duct work or piping i -- -- - - unheated spaces R- ProDoOlVent, Attic Vc - - - - - - am�ng- Jack 5€ /Brut i s f3racing/Sridgin x __ _ Joist Hangers `- - .. . Jack YostsfMain Beam �vw �ir � { Air Infiltration Barrier_ _ ! Fire Separation 1 , 2, 3, hour- CIEL � Penetration Sealed - `! � �-.► � �' •.�: Fire Wall 2, 3, 4 hour -� N Fi restopping GENERAL IN�PECTIQNN REPQRT ( 518 ) 761 -8256 Town of Queenshary Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queeos6ury, NY I2804. Anne am/pm Depart pm Inspector's Initials ._______ NAME: `. J'� C1ti , f PERMIT # L4 LOCATION: DA to 711C "E OF STRUCTURE: RECHECK NIA YES Na COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respons' for providing protection frOnl u for 48 hours following the pia gent of the concrete. Materials for this purpose on site `. Foundation/Wallpour Reinforcement in Place on/Dampproofin P - , - Plumbing Under Slain 4 Plumbing Vent(Vents in Place Rough Plumbing Heating Rough-In Insulation f Foundation Wails Interior R- +/ Foundation Walls Exterior R- Floors R- Walls R- � Ceiling R- Duct work or piping in unheated. spaces R- Proper Vent, Attic Vent IL Framinu Jack StuIeaders BracinglBrtclgi joist l'Ia.ngm Jack Posts,/Main E'ieam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL "SPECTI N REPORT ( 518 ) 761 - 8256 Town of Q ueensbury Dept. of Community Development Date inspection request received. Building & Code Enforcement 742 Bay Road Queensbury, NY 12904 Arrive am/pm Depar Inspector's Initials f NAME: E L.eO IA.) � PERMIT # � Z15 LOCATION: P, DATE TYPE OF STRUCI RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form _ Reinforcement in Place The contractor is respo ible for providing protection fro freezing for 48 hours following th Lac mncnt of the concrete_ Mates for this purpose on Foun on/Wailpour roement in Place F datiom/D krill Approval Plumbing Under Slab NL Plumbing Veit/Vents in Place Rough Plumbi Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piling in unheated spaces R- Proper Vent, Attic Vent Frami Jack Studs/Headers BracinglBridging Joist Hangers Jack Posts/Main Bean Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Fimstoppin GENERAL INSPECTIQN REPQR?" ( 518 ) 761 - 8255 Town of Queensbury Dept, of Community Devetopment Date inspection request received: Building 8c Code Enforcement 742 Bay Road Qneensbury, NY ] 2804 Arrive am/pm Depart ` m! Inspector's Initials NAME- f.� ^ 5/l• - x I '�-,�+ 5 PERMIT # j J LOCATION: .�1:1 DATE : TYPE OF STRUCTURI3: r RECHECK N/A NCi COMMENTS tings/Piers � c ur Form Reinforcement in PIace The contractor is responsible r Providing protection from ing for 48 Fours following; the placcme of the concrete. Materials for this purpose on site Foundation/Walipour. Reinforcement in Place Foundation/Dampproofi.ng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Healing Rough-in Insulation Foundation Walls Interior R. — Foundation Walls Exterior R- Floors R- Walls R_ Ceiling, R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Frami Jack Studs/Headers Bracing/Bridging Joist ,Clangers Jack Posts/Main Beare Air Infiltration Barrier_ Fire Separation 1, 25 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin T n LAND N/F DOLORES & ALBERT STEIN JR. LAND N/F i T. WAGES S 82' 51_`(278.45') I S 79' 21' E / (11 _ 83 _ 1 sE (28s E - (42_6.01_) �z / N / 1 ri C') O� W 1 WELL LOCATION 100' MIN. FROM TILE FIELD & 50' MIN. FROM 1 SEPTIC TANK I / WOODED 1 AREA 1 ILn / o WOODED AREA �N EXTENT OF 1 LAND N/F , CLEARED LAND. IN87' 29 W I ROGER & BARBARA � / /--- - , BRASSEL /"L / (81.62') N 75. 1 84 35' 50 / W — _ _ w (269.60') �WOODED . 3� LAND N/F AREA 59 / FIRST NAT L BANK of GLENS FALLS APPROX. LOCATION OF EXISTING OVERHEAD N �/ ELECTRIC ,� `'� TILE FIELD LAND N/F DAVID & MICHELLE Q WOODED / j/ 5 LAT. AT 50'-0" DELLA MONICA �o L, I AREA DIST. BOX /' { SEPTIC TANK 1250 GAL. WOODED NEW ELECTRIC SERVICE CoW / / AREA TO BE LOCATED AT O '/ GRAVEL DRIVE NEAREST POLE - COORDINATE o e 5g C EXACT LOCATION WITH � NIAGARA MOHAWK PLANNING ' Z cis UNDERGROUND ELECTRIC ' -H SERVICE 350 LAND N/F o 3g' W = I HOWARD & GLORIA M _ N 87' 08' W (285.57')- _ 5 HOLCOMB J-N-87'-C6r--WC27-5 .88') { i LAND N/F { LAND N/F CHURCH of LATTER I LAND N/F MICHAEL & JANICE DAY SAINTS DENNIS & JANE BARDIN PURTON 1 "=100'-O" t - xl.,-6 F0 AUG 2 5 2000 INFORMATION SHOWN ON THIS PLAN WAS TAKEN FROM A SURVEY DRAVNNG ENTITLED MAP OF A SURVEY MADE FOR JOHN A. SHAFFER BY VAN DUSEN & STEVES, LAND SURVEYORS DATED 29 NOV. 1.495, REVISED 29 DEC. 1995 AND FROM FIELD OBSE;' `''ATION. l Im 12 10VI SUBURBAN RESIDENTIAL SR-1 A MIN. LOT SIZE - 1 ACRE MIN. LOT WIDTH - 150 FEET SETBACKS: FRONT 30' REAR 20' SIDES 10' MIN. (30' TOTAL) USE 5 MIN. SOIL PER VAN DUSEN & STEVES SURVEY RATE 1.20 GPD/SF DESIGN FLOW. SEPTIC TANK: ABSORPTION FIELD: 4 BEDROOMS USING NEW WATER SAVING FIXTURES 130 GAL/DAY/BEDROOM = 520 GAL/DAY USE 1250 GAL SEPTIC TANK 520 GAL/DAY DIVIDED BY 1.2 GAL/DAY/SQ. FT. = 433 SO. FT. REQ'D. DIVIDED BY 2 FT. TRENCH = 216 LF OF TRENCH REQ'D. PROVIDE 5 LATERALS AT 50 LF = 250 LF 1#1 have seen Or observed, Or beIieYe I saw evidence of, all objects such as houses,, wells, trees, fences, etc., shown on tM document I also represent that I have personally e r the distances orth on the diagr M." SIGNATURE �bcoo----6qs z zw � z p z w WW � w o Q w w U� 0 0 S.1 SITE PLAN SCALE 1" =1W JULY 24, 2000