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2014-368 ola� ` 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: P20140368 Date Issued: Wednesday, October 14, 2015 This is to certify that work requested to be done as shown by Permit Number P20140368 has been completed. Location: 17 DUNCAN Cv Tax Map Number: 523400-226-016-0001-006-000-0000 Owner: T. ARTHUR & LISA PERRY Applicant: T. ARTHUR & LISA PERRY This structure may be occupied as a: Single Family Dwelling By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property (- 449/ ) 4 4;Af;l__ 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: P20140368 Application Number: A20140368 Tax Map No: 523400-226-016-0001-006-000-0000 Permission is hereby granted to: T. ARTHUR& LISA PERRY For property located at: 17 DUNCAN Cv 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: T. ARTHUR & LISA PERRY 13 OREGON Trl Single Family Dwelling $700,000.00 WATERFORD.NY 12188-0000 Total Value $700,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency W.D. WILLIAMS CONSTRUCTION 656-9496 656-3579 P.O. BOX 241 CLEVERDALE,NY 12820-0000 Plans& Specifications 2014-368 SFD 1st Fir 2,169; 2nd Fir 1,065 sq ft Garage 720 sq ft; 1 Fireplace (wood) $646.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 04,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town nsbury Th d,, , September 04, 2014 SIGNED BY for the Town of Queensbury. Director of Building& Code Enforcement PRINCIPAL STRUCTUREAPPLICATION !Off�iee�isebnly DATE S////ao/V (n1 S C M d\ ._ /- �a6. —i1� r 4 t� ��� TAX MAP ID p}Ju Permit.No. ii_.t�_ :� ZONING kble ] aid- Res,�Z'^� U1 yG&91WCe i� Site Plan# HISTORIC SITE _Yes �[ No Subdivision# 41CO Ff,u2 P Oor_o SUBDIVISION NAME Lot#_ TOWN Ba RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS, INCLUDING SINGLE FAMILY DWELLINGS, DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED&�M,,O/DULAR HOMES, BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. f APPLICANT O•t yne �/V• I ill& 'lS OWNER Ane/ / S. a fol( . ADDRESS PD �dN.2 / ADDRESS / Or2� d h �ati lc/evertale �1 /a Pad a)o4et �'�/ is/�� PHONE/E-MAIL -51?- 79/ 51 - 7// /'M ILS/O/PHONE/E-MA "S7c2 46 . W CONTRACTOR b t44 '// eixS 0115397 PnOST OF CONSTRUCTION(ESTIMATED): $ 7O/o 06,O d ADDRESS: to ,✓ T/ BUILDING ADDRESS: /7 bLAACC/\ Ate /e0 ad GC0ev'tea1eAV /aj'�v G/e(er'Soleivy PHONE/E-MAIL 5 1?- La-.85-79 / lJ/h3COns7 e t��/�/(o2'i' -,/(a7'-_ / CONTACT PERSON-FOR-BUILDING& CODES COMPLIANCE: Wayne ll/0126' PHONE MI/ p27 /�6 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1st floor sq.ft. 2n°floor sq.ft. Total sq.ft. Height 'a Single Family X .7/(Q9 /C3 5 3O73 V Two-Family Multi-Family (#of units ) Townhouse Business Office Retail -Mercantile Factory- Industrial Attached Garage e (#of I ) 7020 02) Other 0 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business Proposed use of building or addition Res/61e/tee Source of heat(circle one) Gas Oil37—par s Solar Other Fireplace: complete a separate application for Fuel Burning Appliances& Chimneys Are there structures not shown on plot plan? Are there easements on the property? A4 Site Information a. Dimensions or acreage of lot , yg aae b. Is this a corner lot? ILO c. Will the grade be changed as a result of construction _Yes I No d. Public water or Private well /J Y6ffe Do.�e.�k.te) e. Sewer or Private Septic System 1)Yale 90a Sys 7frn--- Value of all work to be performed (labor or materials) $ 760000, AO DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement I 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. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I 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. c I have read and agree to the above: PRINT NAME: 'W a, L ry r 11I N/^-' DATE /y a 1)// SIGNATURE: Air" DATE (J �a0/7 FOR OFFICE USE ONLY Operating Permit Issued: _Yes _No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 "' /a \\\\\ FUEL BURNING APPLIANCE & CHIM EY 0 Via.use Only APPLICATION (� I 1 WI I DATE b l/'�1020 �\\ ��� .„. oo a ,wp ID �1 / / Qu'''&G Permit No. I -3 60 V TAX MAP ID crp�(O, �(D -/- . O`Nv LO\N�' Permit Fee ZONING Vo /er�rah J / deci ed0 1 OWNER: ,4t 7�/"� / / PHONE/E-MAIL /!/ ��/� J a / '� ADDRESS /3 Orr vn7 1i/ GW4Jec/(6! /1/V / WW INSTALLER/BUILDER. IN 1) 1161k a n•s dSlot/ xm Ac PHONE/E-MAIL S/0 k- C( -33 7/ ADDRESS: POI D L2T/ Com/eYC./ d/�/P N�/y�j /IO2 2O �/(� k CONTACT PERSON FOR BUILDING 8 CODES COMPLIANCE: I r' &yn r r Y i /`f •1S PHONE 791 o/ 11 • 7 I BUILDING ADDRESS: /7 L4 af��e Sad C/e✓eI?±i It n//I) Fuel Burning Appliance Information Wood Coal Pellet Gas Oil NOTE: ROUGH-IN & FINAL INSPECTIONS ARE REQUIRED. • Stove •• Fireplace Insert YFireplace, Factory built' V Fireplace, Masonry /` Furnace (Garage Only) L /! 'If Factory'bu prove e m�°u,fecture name: ti 2�T /rife ; model#: Listed by: gVod� tlltNumber: 56-20 000)73 Chimney Information Masonry"(check one) _Block —Brick —Stone Flue Tie Steel —Size in inches Material l` Double wall —Triple wall —Insulated _Direct Vent _Chimney Liner � "If Non-masonry provide manufacturer name:C /O/71/D11 model#: it DECLARATION: Construction / installation must conform to NYS Fire Prevention & Building Code and / or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow inspector's to enter premises to perform required inspections. , -/ i./ •I have read and agree to the above: Print Name: CLyhP V r d I� Wf aDS Date: /14% 4V y , Signature: `'"r_v`�"'"et"" Date: ?k /o26W 5 I Town of Queensbury Building&Codes Principal Structure Application July 2014 I' LWQ Town of Queeburyh <-3s % � ns ' ` Thomas R. Van Ness Highway Department Highway Superintendent 742 Bay Road, Queensbury, NY ' 2804 h 1.!:ktk Home: (518) 745-0929 Phone: (518) 761-8211 vj3 \' VRY Fax: (518)745-4466 o f QU&E-c0 'avid Duell vJN ANG Deputy Highway Superintendent �GBV\�� Home: (518)745-0938 DRIVEWAY PERMIT Date: ?"11 aOa Applicant Name: at/ Telephone No.: ?-5 07/ /S3 e Address to Be Inspected: 7 a Lae . a e t, ky dG/e fry 1421-1 d Return Address: / - 'd T/c/ �& /er&d /✓y /a/g' i Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary approval NEED ( ) Slight Swale ( ) Deep Swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( ) 15" ( ) 18" ( ) 24" ( ) 36" Preliminary inspection completed by: Date: Approval by Highway Supt.: (or) Deputy Supt.: Upon completion please resubmit this approval permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Thomas R. Van Ness, Highway Superintendent David Duell, Deputy Highway Superintendent 7 Town of Queensbury Building&Codes Principal Structure Application July 2014 th r f 'a IL fnJ1 f • Permit Number (town use) ,tp('y-3(p� 1171 pin4. 70-711111 . �Ql� 711111I tU Town of Queensbury 1 TOW��pF OUEErlSBU1 11 R�urr Application for Stormwater Management Permit m a CODES Under Chapter 147,Stormwater Management,LL 4-99 THIS APPLICATION IS FOR A -Major Project -Minor Project 1. OWNER -INDIVIDUAL -PARTNERSHIP -ASSOCIATION -CORPORATION -MUNICIPALITY -AGENCY NAME A1?-ng-#- caArP 1Zf PHONE 42-& - t MAILING ADDRESS yr) T- 11- CITY I is's) STATE ALS( ZIP CODE vat SS 2. AGENT -SAME AS OWNER -CONTRACTOR -ATTORNEY -CO = • ANT CONTACT PERSON NAMEbl\Ac__?-t-v-cnePHONE -7671/,...c5,1-7 MAILING ADDRESS $ sm.?, (E}}'i��K 45 CITY coLu 4!-cb ' tyt STATE -IV ZIP CODE %Zgp+r 3. CONTRACTOR -SAME AS AGENT NAME W ) Vv S% t l Arrik CCP y1.—J 1• PHONE 4-79 I - Z1ilc), MAILING ADDRESS 1�-.0.15 0,icC. 1r NJe-leiD/-L.0 I t tl CITY STATE Try ZIP CODE 1 ZBZIJ 4. PROJECT LOCATION Vi 3) ��'c4ttcc. FACILITY NAME(if not residential) SECTION ?2 a BLOCK % LOT Co STREET . w,ic.,l COVE rep- ZONING ).ZONING CLASSIFICATION PROPERTY IS PRESENTLY W -VACANT -PARTIALLY DEVELO' I - r OPEC&OCCUPIED IS PROPERTY PART OF A SUBDIVISION C No Yes, name of subdivision 6. PROJECT DESCRIPTION - PROJECT 1 oP A-14 .Ktt-11t4eet- t1Ace^` FAn ucx E tpat4c&c cT-# A- ¶-&E .Oi3 grattym --sr tip S -CO N). WsY PROJECT INVOLVES: rthwnr. i _ scapt jy a Cleann P -ouse Construction or Additio / Driveway Construction Garage Constructio - i e _ched Structure Septic System -Modification of a '• i•- - e- • Other L:\CRAIG BROWN\TEMPLATESISTWATAPPSVTOWN STORMWATER APPLDOC 112000 Page 1 of 3 Queensbury Building & Code Enforcement - Residential Final Inspection __ Office No. (518) 761-8256 Arrive: amlp Dert• <� ' am/pm Date Inspection request received: Inspector's Initials: /Y�„tpa5� NAME: D,/`I PERMIT#: ` , LOCATION: riefrJMI d d1/ DATE: TYPE OF STRUCTURE: (� Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete 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 away /Handicappeda Bracing Ramp Compliant ,D,Q Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off/ exposed/ main nr 18 inches ese grade `( t 46 4 Interior privacy trim/ /doors/main entrance 36 inches �Vl% l./ Bathroom/Kitchen watertight L`/� Saeetyrio glazing/ ecow in sarbonlls Mosafety xideglazing Interior Smoke Detectors/Carbon Monoxide Detectors J 7 Every level: Every Bedroom: P�� k 561 Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible areavil 5 Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures �2 114,14 V � Foundationinsulation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade may, Gas Furnace shut-off within 30 feet or within line of site `� Oil Furnace shut-off at entrance to furnace area - ,� Fumace/Hot Water Heater operating 4i�U , Low water shut-off boiler �� Relief Valve(s)installed/Heat Trap/Water Temp 110 L�1� '�`' Enclosedsemn Stairs Sck >Underside he minimum'/z"Gypsum �j<Yy1 Basement stairs closed rise>4 inches 5 � Garage Floor Pitched I. Garage fireproofing/%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 Flood Plain Certification, if required Okay to issue C I C or C/0 I Temporary!Permanent) 'S P u ss \* S;i91‘.carase ants or ,n8a0e„r L:\Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: S\1M 20.AS NAME: ?exnj LOCATION: U4 C.ur r. Cov-f, 24• PERMIT #: 2u -3b Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the surveyhasbeen: / ' Craifown, Zoning Administrator Notes: w ej DV' ICTV) \)V %ro,l u k drat Sit 61\A r L:.SueHemingway\Building.Codesins ction.FORMS\Final Survey Zoning Administrator doe Cor\in SITE LOCATION MAP SITE STATISTICS SCALE: 1" _,OOo' EXISTING ZONING PARCEL AREA SETBACKS FRONT SIDE REAR UTILITIES SANITARY PROVISIONS WATER PROVISIONS AREA OF DISTURBANCE TEST PIT DATA: ON NOVEMBER 15, 2010 TEST PITS WERE EXCAVATED AT THE PERRY PROPERTY AT 17 DUNCAN'COVE ROAD IN THE TOWN OF QUEENSBURY. THE AREA SELECTED FOR INVESTIGALON IS UPGRADIANT OF THE EXISTING HOUSE WITH THE PITS EXCAVATED BY A SMALL RUBBER TIRED TRACTOR -BACKHOE OPERATED BY CHARLIE TUTTLE OF NORTH QUEENSBURY. THE SOIL CONDITIONS WERE OBSERVED AND LOGGED BY DENNIS MACELROY, PI,ETOWN ENGINEER CLARK WILKINSON, PE WAS ALSO AT THE SITE TO OBSERVE THE SOILS INVESTIGATION. THE RESULTS WERE AS FOLLOWS: TP #11-15-1 - AT SIUTHWEST CORNER OF PROPOSED FIELD AREA 0 6" TOPSOIL WITH GRASS, SOME. ROOTS 4 - 30" FINE SANDY LOAM TO SILTY LOAM BROWN 30 - 43 SANDY SILT FIRMER THAN THAN ABOV BROWN 43 - 72" SANDY SILT GRAYISH BROWN, DISTINCT, MOTTLES AT 43" MOIST SOIL AT 43", WATER PONDING AT TRENCH BOTTOM TP #11-15-2 Al FORTH END OF PROPOSED FIELD AREA 0 - 6" TOPSOIL'WIjH GRASS, ROOTS TO 12" 4 18' SAND, FINE 18 75" FINE SAND SANDY.. SILT FIRMER WITH DEPTH SANDY SILT AT TRENCH BgTTOM MOTTLING @ 68-70", PONDING OF WATER AT TRENCH BOTTOM PERCOLATION DATA: TWO �PERO TESTS WERE CONDUCTED IN THE AREA OF THE TEST PITS BY DENNIS MACELRDPE. THE STABILIZED RATES WERE 29 MIN./INCH FOR PT#1 AND 25 MIN./INCH FOR IP,T#2. PERCOLATION RATES OF THE TESTED SOILS PROVIDED RESULTS IN THE DESIGNANGE OF 21 TO 30 MINUTES/INCH AS PER THE DOH DESIGN HANDBOOK. I i WR WATERFRONT RESIDENTIAL 0_51 0.5$± ACRES 30 FT 20 FT 30 FT ON-SITE WASTEWATER EXISTING INTAKE/LAKE SUPPLY 6,830 SF = 0.13 ACRES LANDS N/F OF VOSBURGH // X26.76-7-7 'ry IRF 382 33'2\i\E\�ll ,- 16" OAK TREE 1 / \ j2" MAPLE TREE I I W/o V Ir. 16" HEMLOCt WHIT ' ^N] 1 o) PINE I I I (3) 16"i HE OCK HEMLOCKS I im _.__ _.. EXISTING DOCK L- O, O F !S O L_= O O\ O O Dc UTILITY NOTE THE EXISTING WATER SERVICE SUPPLY FROM LAKE GEORGE WILL BE MAINTAINED THE ROUTING OF THE SUPPLY PIPE FROM THE INTAKE LOCATION WILL BE ADJUSTED TO COORDINATE WITH THE PROPOSED INLET TO THE NEW HOUSE. NEIGHBORING PROPERTIES TO THE NORTH AND SOUTH BOTH USE LAKE WATER SUPPLY. THE WASTEWATER SYSTEM PROPOSED (ABSORPTION FIELD)IS AS APPROVED BY TOWN OF QUEENSBURY BOARD OF HEALTH RESOLUTION No. BOH 10, 2011 DATED APRIL 4, 2011. DUNCAN COVE ROAD ^-CLEVERDALE ROAD -GUNN LANE / oqo 0,0 ffi Il k. a SCALE: .1" = 800' l� F�I��JI EN W 1 z SCALE, 1'=20' REGULATORY AUTHORITY - TOWN OF QUEENSBURY DESIGN STANDARDS - TOWN OF QUEENSBURY CODE: CHAPTER 147 PROJECT DESCRI!TION - THE PROPOSED PROJECT WILL RESULT IN THE REMOVAL OF AN FISTING RESIDENCE AND THE CONSTRUCTION OF A NEW RESIDENCE WITH j� DETACHED GARAGE AND AN ASSOCIATED WASTEWATER SYSTEM. WHILE,ITHERE WILL BE A NET INCREASE IN IMPERVIOUS AREA AND THERE WILL BE 1jN AREA OF DISTURBANCE OF APPROXIMATELY 6,830 BE. IN ACCORDANCE WEI THE QUEENSBURY REGULATIONS THIS PROJECT FALLS UNDER THE 'MINOR PRO/ECT' CATEGORY. IN ACCORDANCE WITH THE QUEENSBURY REGULATIONS F(.2 MINOR PROJECTS THE APPLICANT IS PROVIDING ' STORMWATER W&GEMENT FOR ALL PROPOSED IMPERVIOUS AREAS AT THE JURISDICTIONALI ESIGN RATE OF 1.5 GALLONS/SF. PROPOSED MANAGEMENT DEVICES - THE FOLLOWING BREAKDOWN PROVIDES INDIVIDUAL DRAINAGE AREAS FROM THE ASSOCIATED IMPERVIOUS SURFACES AND THE PROPOSED MANAGEMENT DEVICES. PROPOSED HOU E AREA #1: CONTRIBUTING ROOF AREA = 480 SQUARE FEET VOLUME OF STORMWATER RUNOFF = 1.5 GAL/SF X 480 BE = 720 GALLONS = 96 CUBIC FEET AREA OF SrRMWATER PLANTER 55 SF VOLUME OF STORMWATER PLANTER = 100 OF PROPOSED HOU`E AREA #2: CONTRIBUT1 ROOF AREA = 865 SQUARE FEET VOLUME Or',,. STORMWATER RUNOFF = 1.5 GAL/SF X 865 BE I = 1,298 GALLONS 173 CUBIC FEET AREA OF CRASSED SWALE #1 = 380 SF DEPTH OFtGRASSED SWALE #1 = 0.75 VOLUME OF. GRASSED SWALE #1 = 200 OF PROPOSED HOUSE AREA #3. CONTRIBUTING ROOF AREA = 670 SQUARE FEET VOLUME OF STORMWATER RUNOFF = 1.5 GAL/SFX 670 SF 1,005 GALLONS 135 CUBIC FEET AREA OF Gf ASSED SWALE #2 290 SF DEPTH CF QQRASSED SWAIE #2 0.75 FT VOLUME OFrRASSED SWALE #2 = 145 CF PROPOSED HOUSFI AREA #4: CONTRIBUTIgG ROOF AREA = 1,075 SQUARE FEET VOLUME OFSTORMWATER RUNOFF = 1.5 GAL/SF X 1075 SF = 1,612 GALLONS 215 CUBIC FEET AREA OF GRASSED SWALE #3 = 480 SF DEPTH OF TASSED SWALE #3 = 0.75 FT ` VOLUME OF GRASSED SWALE #3 = 250 CF PROPOSED DRIVEPAY AND WALKWAY ' TOTAL DRIVF;WAY/WALKWAY AREA 1,920 SQUARE FEET VOLUME OF STORMWATER RUNOFF = 1.5 GAL/SF X.1,920 BE 2,880 GALLONS = 385 CUBIC FEET VOLUME OFIPERMEABLE PAVERS RESERVOIR LAYER 1920 SF X 9.5 FT X 0.4 = 385 CUBIC FEET \ 27" I.P.F. W I 14"%15" PINE 7 WHO TE HEMLOCK HEMLOCK \ 12,. WHITE Ill 1 �. C BIRCH \ TR£ �1 1 12" \ \3 6'" E POPLAR PE O�mJ TREE \\\\U "N 12CA " 1 I 322 \ REE 1 TREE 16" ASH L TREE = / 6" ASH p -^? TREE g. OAK TREE I 8" HEMLOCK 1 16" 1 T 1 `21 ( ` as W 32323 a 2 5 et���,. h > 4x6 POST "n IrC. w,]ELL 293.47 ''O --1..F: G •G�+-�-/.. ��e� GARBAGET - - - - - - -- - '1 I, �//a BIN �k RI'✓77NG WHITE ACCESS ONE II NYT / \I OEMLOC �. NM 1 �. 27" OAK ( ( 1 I K TREE 1 i HEMLOCK Lo \ Q W `*�9 PINE \ WHITE a °� LANDS N/F OF N \ ® PERRY APPR "'ATE ,1 \ Z Y - 'W EXIS NO \ U 2 m SEPTIC EA o. a TP. ® 226.16-1-70 - \�.n w 3 V o 24" _ OAK \ ` HEMLOCK - - - - EE�11 41 / 1 3ry5 12" 1 N*1E1, OCK 11 . `v's \ Q Z 1 r 12" .0 11 14 l,4EE K v i CHERRY ---E 1 1\ W 3 E N 1 C( J GARAG ; W EXISTING Q •./� \ \ I w APAlR TMENT SH 15" OAK SHED '� tl%-v','i� r^ 2 TREE K REE / TWIN 28!1 1.,�' f \ I ) ® WHITE P1NE1 "'- - 15 OAK �� a LIPF I 0LP. F. 20" MAPLE TREE 326 32 ,5TREE 24" OAK APPROXi LANDS N/F OF TREE EXIS71NG/MA7E SEPTIC AREA WELLS 226.1-1-5 EXISTING; SITE CONDITIONS 'ds' SCALE, 1'=20' b'3rt�' AlP F f< y ia�• �.��'y:y{1 HOUSE 'Y �:Fy° a! '>*+N < .ya• _ , may. °� :'ai° - a F _ LAKE MHW14 3 - 320.2 ra�y,+a 0 F+i 0 Y vim ti I co >_4 W M z E --i d 0 �D J �;W � Q a: M � P4 00 r W L J Zo IN LLIr z a } W� Zw v r Waa Z Lu � �0a �P4 r! JLL U f24 H V z �>Z 6 Z J LLJ oW z 54 ro zaW _ZwZ F, 31 w p O 124 Z0ExA w P4 � Zo- P4 W - .- O Ei LI)) W 4t s' GRASSED SWALE. ELEV-322M m o V PC WR -35 EULDING D:ARAINAGE ELEVATION (SECTION A1J Q ry SEWER A,r/FT MIN SLOPE. SCALE, 1'=20' / %GRASS SW&E „#N1 N � E-4rf� � z 4 C SR -38 I m' MANW nNcSEWER TAW AT C/FT MIN SSE/2137/47CONCRETE DISTRIMION BOX 01 10W ILL �< oQJ POST TANK U) S823BELL CL _ ® ®® 0. C GARBAGE - - - - � ( , I I NOTE: () mff BIN EX! TING d FED U m w R/t 1 ' 16" OAK I72" MAPLE r' R WHITE ®+ AC ESS I m ,� AS APPLiOVED .Ind _ BOARD OF HULTH VARIANCE TREE //�\ S[,�,'.` PINE - - - - - 1 JI ' \ ``.'TREE 324. X 3 .28 a 4 _�--- - ---. ---�" 3 �� I rr3as , 1--33o BOH10-2011 w \„ 32X25 IDEM D ' I 1 329 Al N5T ! ,BAC s" - I J REPLACEMENT:=OF1j2(2fF w - EM as - - _ - - - - - _ - - - - - - - - - - i NM SYSTEM IN A SHALLOW 7 W rr 1 I TP. 24-3 1 m 07 ABSORP710H FIELD T ^� I PINE x EML �' U m �� e ,,c \ I 1 I 1 u WITH A TOTALIN.> N 1 27" I I P 'i 1 " WHITE HE I �"\/ I I I HEMO AREA 2 C N I I HEMLOCKS 16 865 - = = I tlumcK GA AGE 328.25 easnNc DccK = PORCH -....------- ---- ---- x gIfTER ROOFyA7H , a 1 LAND FF= 2s.of � I , � I � S N/F OF I - .00 2OT -- PR LING6qED AREA, - STOtM1WATER'PLANTER I I ® PERRY ,.PUT. LI 7LOCK \\ r5" I� PINE - D LLIkG 480 ..__",_..__. N I 1329 12" HEMLOCK HEMLOC \\ 6" �'= 2s. \ / �I " 1 T.P. 226.76-7--70 Y INE WHITE q{� BIRCH W 1 lW \� z AR 4 \ N (SEE 7R £( \ F-. 1 \ r HEM 70 5 \ rr s. I,.. �.cJEE DETA�.% 12" 6" POPLAR 3 _ -�f\- Pl E TREE \------- -- L r O W \ \ AREA 3 670 NN OP" 1 d' K I 332 \ I/ r. r�. r. F.. r.. .-. ` W� OEE1� TREE o° Z REEMdIN Sl Y as WAN 4 327 S a - - /J�gyj-16"-ASH - - - - �fjl/ REE 9" E V >� 1 . - r i T 32612" �� ti II Z.� avTREE tii6"A If x11.4.00 32324.00x 24 K O O X -11\ TREE X 325 { "OAv) �¢ REE 1 TREE 324 r 1 °' "- 3 12 ASHe? n 323 T V �WH i V �NEI'I TREE I _J .033 � 3 ` 15" OAKN82 33'21 POINT OLOWEST 0"MAPLTREE ui 2�4.02aI ®CIR. F 0I. P. F. r"`•' \ ys".`� \�•, APPROXIMA EXISTING SEPTIC AREA AREA OF DIST E,PAVER 8,830 SF TWIN 18" 323324 7-� "-326 ADJACENT GRADE TREE 24" OAK " OAK TREE / 324.® TREE ISHIIIIILLO�_,GIIASq�SWALE #2 STONE WALOY LANDS N/F OF J. WELLS wY PAVER 26.16-7- PROPOSED SITE PLAN SCALE, 1'=20' ®` SEQUENCE OF CONSTRUCTION ACTIVITIES: (SOME THE FOLLOWING NOTES MAY NOT BE RELEVANT FOR PROJECT SITE. THE CONTRACTOR SHOULD CONTACT THE DESIGN ENGINEER WITH ANY QUESTIONS ABOUT THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL MEASURED REQUIRED.) Q ) A) CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. B) INSTALL PERIMETER SILT FUNDED AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS SHOWN AND OTHER LOCATIONS AS NECESSARY TO STARTED THE SITE. C) BEGIN CLEARING AND GRUBBING OPERATIONS. 0.EARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING D) FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND EROSION. E) COMMENCE SITE GRADING AND CONSTRUCTION. F) DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS SHADE BE TEMPORARILY SEEDED AND WATERED. FOR ENDS WITH SLOPES GREATER THAN THAN 15% OR WITHIN 500 FEET OF THE MEAN HIGH WATER MARK OF ANY FARE. POND, STREAM OR WEILAND, NO LAND AREA, INCLUDING AREAS STOCKPILES WITH EARTHEN MATERIALS WHICH HAS BEEN CLEARED MAY NE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITH A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/Oft EROSION CONTROL MEASURES PROPERLY INSTALLED. G) INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES H) FINALIZE PAVEMENT SUPREME PREPARATION. I) CONSTRUCT ALL CURB AND GUTTER. GUTTER INLETS, AREA INLETS, AND STORM SEWER MANHOLES, AS SHOWN ON THE PLANS. INLET PROTECTION HAY RALES MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION, PLACE REQUIRED RIPRM AT LOCATIONS SHOWN ON THE PLANS. J) REMOVE SILT FENCES. / STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STABILIZED BASE COURSE. K) INSTALL BASE MATERIAL AS .REQUIRED FOR PAVEMENT. L) CARRY CUT RNAL GRACING AND SEEDING AND PLANTING M) REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES ARE STABILIZED. N REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN THESE AREAS THESE AREAS ARE TO BE PAVED LAST). ADDITIONAL EROSION CONTROL AND GRADING NOTES: (SOME OF THE FOLLOWING NOTES MAY NOT BE RELEVANT FOR THIS PROJECT SITE. THE CONTRACTOR SHOULD CONTACT THE DESIGN ENGINEER WITH ANY QUESTIONS ABOUT THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES REQUIRED.) 1) MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL ITT .Au BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. 2) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PIANS. 3) SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL WE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL WE SHADE NOT EXCEED 503. 4) SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY TIME ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "FILLING" OR OTHER EROSION PROCESSES. 5) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 6) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. Z) ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). 8) EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES: AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6" STEEL U -SHAPED STABLES, 2 STAPLES PER SQUARE YARD, OR AS PER MANUFACTERER'S INSTRUCTIONS. 9) STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONTRAST RUMNE TO COLOR, TASTE, ODOR. TURBIDITY AND SEDIMENT DEPOSITION MOM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY. 10) VEHlCUSAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: I. (SCME OF THE FOLLOWING NOTES MAY NOT BE RELEVANT FOR THIS PROJECT SITE. THE CONTRACTOR SHOULD CONTACT THE DESIGN ENGINEER WITH ANY QUESTIONS ABOUT M, SITE SPECIFIC EROSICN AND SEDIMENT CONTROL MEASURES REQUIRED.) - 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: A) STABLIZATION PRACTICES FOR THIS SITE INCLUDE: LAND CLEARING ACEAS SNBE DONE ONLY 1.4AREA£ WPERE EARTHWORK WILL BE PERFORMED AND AS SHADE! PROGRESS AS EARTHWOROB K IS NEEDED ! FREQUENT WATERING OF EXCAVATION AND DLL PARAS TO MINIMIZE WIND EROSION EATER CONSTRUCTION. USE OF IV;3HJOR GR FABRIC FOR ALL SLOPES HAYING SLOPE OF tY:2H OR GREATER AND FILL S GPES 1V:3H OR GREATER - PERMANEM SEEDING AND PIAN➢NC OF ALL UNPAVED Nic$S USING THE HYCROMUSCHING GRASS SEEDING TECHNIQUE. B) STRLCMRAL PRACTICES FOR THIS SITE INCLUGE: - PERIMETER PROTECTION USING SILT FENCES - INLET FROTECTION AND OUTLET PROTECTION USING SILT FENCES STORM SENSE, CURBS AND GUTTERS - STABILIZE CONSTRUCTION EXIT POINTS StORMWATER DETENTION PONDS ( WHICH MAY ALSO SERVE ` A TEMPORMY SEDIMENT BASIN ) 2. THE FOLLOWING INSPECTION AND MNNTENAVGE FRACTICS WILD BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. ERAIRD ARE FOUND TO BE NECESSARY. B) A! MEASURES 6,S WILL BE MAINTAINED IN GOOD WORKING ORDER. IF R THEY WILL BE INITIATED WITHIN 24 HOBS OF REPORT. C) BUILT UP SEDIMENTEHE WILL BE REMOVED FROM SILT FENCES /STRAW BARRIERS WHEN IT HAS REACHED 04E FENCES 1}/ HEIGHT OF TIME FENCE P OF SEDIMENT TEARS ETC. TT SEE IF D) SILT FENCco /STRAW BARRIERS WILL BE INSPECTED FOq DEPTH THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT ME FENCE POSTS ARE SHE SUNUP N THE GROUND. , E) THE SED UENi BASIN, IF PRESENT, WILL 9E INSPECTED FOR DEPTH T OF SEDIMENT AND BUILT UP SEDIMENT WILL BE PERMANENT WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY. F) TEMPORARY AND WASHOUTS, ENT SEEDING AND ALL OTHER ABILIZAlION MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWT,. COPIES OF HE REPORT G) A MAINTENANCE INSPETED REPORT WILL BE MADE INCLUDED EACH INSPECTION. COP _S i FORMS TO BE COMPLETED E THE INSPECTOR ARE INCLUDED IN THIS AND T N) THE WILL SITE SUPERINTENDENT WILL BE RESPONSIBLE FIR SELECTING AND TRAINING THE INDIVIDUALS ' CE AND REPAIR ACTIVITIES AND FILLING WHO WILL TI RESPONSIBLE FOR THESE INSPECTIONS, MI+NTEMN OUT INSPECTION AND MAINTENANCE REPORTS. ` T R HE INSPECTION AND MAINTE ANCE RESPONSIBILITIES THUWILL BE WILL RECEIVE I PERSONNEL SELECTED FOR T P WILL IO fRNNED DI ALL THE APPROPRIATE INSTRUCTION FROM THE JOB SITE OUPERIN"ENDENi. THEY H EROSION AND SEDIMENT INSPECTION AND MAINTENANCE PRACTICES NECESSARY FUR KEEPING THE G ANDER. THEY WILL ALSO IN TRAINED IN THE CONTROLS THAT ARE USED ONSITE IN GOOD WORKING COMPLETION OF, OF OF ACTIONS REQUIRED BY AND THE SITE OF THE INSPECTION FORMS. I SWEPT. DOCUMENTATION OF THIS PERSONNEL TRAINING WIDE BE KEPT SP SITE WITH THE P J) DISTURBED AREAS AND MATERIALS STORAGE STEMS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL ENTERING STORMWATER SYSTEMS. FOR POLLUTANTS Y APPLY 4" TO 6" OVERFLOW WEIR OF TOPSOIL, SEED (SEE PLAN) AND MULCH. III I PONDING DEPTIi 111111 1111111 -II -� 6 T -III. III. III -III III_ FOR S'vJALE 1 -III III III -III III-III- =TI1—_ r " tuft SWALE- z i_i I -1T TI—Ili-1" =III III =III. I. I III—.I I L I I ..III— —1 L—III-1 11— T' O HuIr�IM of GRASSED sJ1ALE SHALL REMAIN UNCOMP/I _ �-__ IN ORDER TO PROMOTE - INFIL(RA-PION. i1SHALLOW ORASSI NOT TO SCALE K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY INSTALLATION GUIDELINES NONCOMPLIANCE WITH SWPPP THAT WILL ENDANGER PUBLIC. HEALTH EALTH OR THE ENVIRONMENT. FOLLOW LP 'WITH A WRITTEN REPORT WITHIN can of THE NONCOMPLIANCE EVENT. • POROUS PAVERS AND ASSOCIATED SUBBASE SHOULD BE INSTALLED TOWARD THE END ON THE CONSTRUCTION PERIOD. UPSTEAM CONSTRUCTION SHOULD BE COMPLETED AND - STABILIZED PRIOR TO CONNECTION TO POROUS PAVERS. • POROUS PAVER AREAS SHOULD BE CLEARLY MARKED PRIOR TO CONSTRUCTION TO AVOID ANY SOIL DISTURBANCE AND COMPACTION DURING CONSTRUCTION. SUBSURFACE AREA S11"I" D BE EXCAVATED TO - TYPCIAL MAINTENANCE SCHEDULE: i ACTIN7Y SCHEDULE ENSURE THAT PAVER AREA IS CLEAN OF MONTHLY DEBRIS AG AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. ADEQUATE AREA FOR SEDIMENT STORAGE ENSURE THAT AREA DEWATERS BETWEEN MONTHLY AND AFTER STORMS STORMS '� >0.5' ENSURE THAT THE AREA IS CLEAN OF MONTHLY SEDIMENTS ' 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH MOW UPLAND AND ADJACENT AREAS, AND SEED AS NEEDED BARE ARES I FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. VACUUM SWEEP FREQUENTLY TO. KEEP SURFACE TYPICALLY 3 TO 4 TIMES A YEAR FREE OF SEDIMENTS E OWNSTREAM SIDE OF THE FABRIC. INSTALLED WITH THE POSTS ON lH D INSPECT THE SURFACE FOR DETERIORATION OR ANNUAL SPANNING SLOPE MAXIMUM GENERAL NOTES: EDGE RESTRAINT - N. N AL D'R ECL 'ON" E RE UIR_D Q c PREFERRED, TO PROVIDE AL BE PLACED A MINIMUM OF 5 FT FROM TOE OF SLOPE 10 FT PRE 1 SILT FENCE SHALL A 5_EMB_Y BY POLYOK OR EQ,AL AG AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. ADEQUATE AREA FOR SEDIMENT STORAGE BLOCK "PERMEA" OR EQUAL 2 -. POSTS MAY BE 1.25',1.25" (MINIMUM) HARDWOOD TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, , OR STEEL "T" OR "U" POSTS (11b per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR L EQUAL). ` _-. •- : ' A" 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH -. REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY `WIRE AS PER POLYLOCK FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. _�= _I,I ' 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF o" BELOW GROUND. THE FENCE SHALL BE BEDDING LAYER:r4 " WASHED - G� E OWNSTREAM SIDE OF THE FABRIC. INSTALLED WITH THE POSTS ON lH D REQUIRED] 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: f SLOPE MAXIMUM - STEEPNESS I. ENGTH (ft.) • 2:1 25 � MIN._ ,eR 3:1 50 NON WOVEN GEOTEXTILE FABRIC 4:1 7- GSF CR®SS S 5:1 OR FLA FTER 100 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Y, ACRE PER 100 FEET OF l.. FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND AHE FENCE; AND EROSION WOULD OCCUR IN THE -US <7. -.. FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. 3/4" WASHED STONE (6" MIN) 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE r �® AD .' �®o®o WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND TOP SOIL REPAIRED AS REQUIRED. (`. 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT. SEDIMENT aFi SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. -` SILT FENCE - -' MW (10' PREFERRED) IIII ( IIII �� III-IIIIIIII I') ('. :. ��IIII LL, I r'ARDWOOD RESERVOIR: 2-3" WASHED STONE(6 MIN)--'' POST 6" TO 12" LAYER ..' 0 0 m UM1C STURBED 1dG I EI - GH UND .......CK UNCOMPACTED SUBGRADE o LLD JLMATES -� INFILTRATION RATE OF SOIL SEGMENT +✓, COM AREA -� o NEEDS TO BE DETERMINED . - - - SLOPE � AREA US X 1.25" x 125 (M x Z NOV. f FOR 'WRE MESH BACK") PA!/ER SECTION TARD44'OOD POST (D OR SHE" T OR "U" - NOT TO SCALE SECTION POSTS (1. Ib/If MIN.) BAFFLE NOT REQUIRED FOR BETWEEN THE FLSIDENT AL UNIT WOVEN GEOTEXTOR FABRIC ` PLAN. i TANKS LESS THAN 0 FT. LENGTH GEO TFX 2130 (OR EQUAL) f WOVEN WP MESA RL'NFORCEV NT 1/4" PER FT. (IF NECESSARY) MIN. 14 GAUGE _ WITH MAX. s OPENING _ UE�Yf CON V,MENT ,AREA 5 MIN (10' (REFERRED) Li' FENCE ASSEMBLY I (SEE INSTALLATION Mores) CONCRETE SAND —� --{{-- III V RRN OUTSIDE '0" "I' HEIGHT { AC JE I d 3" X I D Ua' A TAN K TOE CF SLOPE �t � INSTALLATION NOTES: X ,NA, NURBo 1. GWTENED FABRIC AND WOVEN WI TO BE III HOSTS - FASTENED SECURELY ID FENCE POSTS WITH WIRE RETAIN XS.ING VEGET OBLE _1 TIES OR STAPLES. IF POSSIBLE 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH LIES SPACES EVERY 24" AT TOP AND MID SECTION. EXCAVATE TRENCH B FRY "LLT FEN C FABRIC AND BACKEIL' OVIIACT EXCAVAIEJ EARTH ' 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, _® 4" + FOLDED AND STAPLED. SECTION 4. MAINTENANCE SHALL BE PERFFCRMED AS NEEDED - AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE /'� �+ y �c A _ \ JILL FENCE DETAIL (SILT FENCE - TEMPORARY) �. NOT TO SCALE • O L PROPER DEPTH. EXISTING SUBGRADE SHALL NOT BE COMPACTED OR SUBJECTED TO EXCESSIVE - CONSTRUCTION EQUIPMENT PRIOR TO PLACEMENT OF GEOTEXTILE AND STONE BED. IF THE AREA HAS BEEN COMPACTED DUE TO DISTURBANCE AND CONSTRUCTION EQUIPMENT LOADING DURING EARLIER STAGES OF CONSTRUCTION THE SUBSURFACE SHALL EE DECOMPACTED AND RESTORED BY TILLING THE SOIL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM OF THE STONE BED WITH A CAT -MOUNTED RIPPER, TRACTOR MOUNTED DISC, OR TILLER. • PLACE GEOTEXTILE AND STONE BED IMMEDIATELY UPON APPROVAL OF SUBGRADE PREPARATION. • FABRIC SHALL EXTEND AND BE SECURED AT LEAST 4 FEET OUTSIDE OF BED. THIS EDGE STRIP SHALL REMAIN IN PLACE UNTIL ALL BARE SOILS CONTIGUOUS TO THE BEDS ARE STABILIZED AND VEGETATED. FLSUW' TO DISTRIBUTION BOX - S_ PVC 2" PVC FORCE MAIN CH 40 T MER ABLER III FLonr MAINTAIN 2' MIN. Ili TETT=11- VERTICAL SEPARATION - i0 GROUNDWATER OR IMPERVIOUS"LAYER. SWALE NAME AND COVER TO BE-'.EAVY - N. N AL D'R ECL 'ON" CONCRETE PAVER BY TECHO BALL DHECK VALVE A 5_EMB_Y BY POLYOK OR EQ,AL JOINT FILL: BLOCK "PERMEA" OR EQUAL FRAME AND COVER. WASHED STONE INSTALL AND SPACE IN L --�. _-. •- : ' A" ACCORDANCE WITH -. L.ASgH--� ----LD. AS PER POLYLOCK MANUFACTURES SPECIFICATION _�= _I,I ' GR EDUAI_ (AS BEDDING LAYER:r4 " WASHED - G� REQUIRED] ' T, f Y j,' - STONE (2" THICK) • A.AIRB FI_CAT-,, � MIN._ ,eR U IY NON WOVEN GEOTEXTILE FABRIC z,D�-VJA!_R GSF CR®SS S hA`i$ - _ a FOUNDATION: l.. LL -US <7. -.. XIENRIDE 3/4" WASHED STONE (6" MIN) G� �d r �® AD .' �®o®o v ® f, TOP SOIL 4V T RTIGH T ERIOR (`. © aFi n+ -` t� III (I-;-IIII � IIII ( IIII �� III-IIIIIIII I') ('. :. ��IIII IIII - RESERVOIR: 2-3" WASHED STONE(6 MIN)--'' III 6" TO 12" LAYER ..' I� IL-- WOVEN GEOTEXTIILE FABRIC 1dG I EI - Ir CEO-IEXP.IE COVER .......CK UNCOMPACTED SUBGRADE SECTION VIEW LLD JLMATES -� INFILTRATION RATE OF SOIL FLEXIBLE BOUT TYPE CONNECTOR (TYP ) SEALlz NEEDS TO BE DETERMINED MANUFACIURING ADBE US 30' MAX La OUTLET PERM ELLE PA!/ER SECTION I 0_ NOT TO SCALE THE SLOPE OF THE IM FT PIPE FLSUW' TO DISTRIBUTION BOX - S_ PVC 2" PVC FORCE MAIN CH 40 T MER ABLER III FLonr MAINTAIN 2' MIN. Ili TETT=11- VERTICAL SEPARATION - i0 GROUNDWATER OR IMPERVIOUS"LAYER. SWALE NAME AND COVER TO BE-'.EAVY - N. N AL D'R ECL 'ON" CITY P' ASTIC FRAMF- AND COVES BALL DHECK VALVE A 5_EMB_Y BY POLYOK OR EQ,AL -•'j �+- 6" MIN FIX FLOAT 'IFA KET FRAME AND COVER. 0 TINT OF TANK US LZ SECTION. SET LOATS -� AS R MANUFA TJR R3 ACCESS EXTNSION 2' REOOMMEDAN0 S. L.ASgH--� ----LD. AS PER POLYLOCK _�= _I,I ' GR EDUAI_ (AS - BAFFLE REQUIRED] ETCUTLET \+1 J�o - OJ -2'(•dIN A.AIRB FI_CAT-,, � MIN._ ,eR U IY - Oo z,D�-VJA!_R GSF CR®SS S O a O PVER _C) LL w NON-S'-1RINK XIENRIDE I 1 311 U+A FI. L! JI LEN__EQ._ FLU S TOP SOIL 4V T RTIGH T ERIOR (`. F. - - BAN i,-.RY E_LEAKAGE L C'JAi ¢ -` UNION � � OR EO'J.AL C GrNN._..T-- \ PUCONCRETE 0 7 6" TO 12" LAYER (. 10NAL -A PEA (FRANC_ OR 1dG I EI - Ir CEO-IEXP.IE COVER .......CK SECTION VIEW LLD JLMATES -� SYSTEM BY „ONERY FLEXIBLE BOUT TYPE CONNECTOR (TYP ) FLSUW' TO DISTRIBUTION BOX - S_ PVC 2" PVC FORCE MAIN CH 40 T MER ABLER III FLonr MAINTAIN 2' MIN. Ili TETT=11- VERTICAL SEPARATION - i0 GROUNDWATER OR IMPERVIOUS"LAYER. SWALE a - N. N AL D'R ECL 'ON" •D BALL DHECK VALVE ___HEAVY LILLY 0ASK-TED -•'j �+- 6" MIN FINISfi GRADE FRAME AND COVER. ' USABLE SOIL PERCOLATION RATE 1-60 MIN./ IN. BY POLYLOCK OR EQJAL 11' II _ L_- ACCESS EXTNSION 2' 2' ID IMPERVIOUS STRATA, BEDROCK, OR SEASONAL HIGH GMUN➢WATER L.ASgH--� ----LD. AS PER POLYLOCK _�= _I,I ' GR EDUAI_ (AS - BAFFLE REQUIRED] ETCUTLET \+1 J�o - lN!;, -2'(•dIN M. � MIN._ ,eR �UILDINER - Oo z,D�-VJA!_R GSF CR®SS S i1SA11�dTEE-PAr<GE fA TiG�i JJIJI. 'TYP._ _C) NI7T TO SCALE w NON-S'-1RINK FULL- NT❑ SCALENS GROUT INSIDE & OUTN 311 U+A FI. L! JI LEN__EQ._ W<i'J3- TOP SOIL 4V T RTIGH T ERIOR (`. F. - - BAN i,-.RY E_LEAKAGE L C'JAi ¢ -` PRI R TO BAING KO.=' 3001.1 � f OR EO'J.AL n PUCONCRETE 0 7 6" TO 12" LAYER (. 10NAL MP CKM5;IR PUMP PEA (FRANC_ OR 1dG I EI - Ir CEO-IEXP.IE COVER CRUSHED SLONE SECTION VIEW BEDDING LAYER ASPHALTIC SYSTEM BY „ONERY FLEXIBLE BOUT TYPE CONNECTOR (TYP ) SEALlz r MANUFACIURING ADBE US IN! T La OUTLET _- O OZ IC ET P7FEo MUST BF FOUAI.: 0_ NOTE: - THE SLOPE OF THE IM FT PIPE BAFFLE NOT REQUIRED FOR BETWEEN THE FLSIDENT AL UNIT - IMNGLTF of PFT (TYP.) i TANKS LESS THAN 0 FT. LENGTH AND THE _EPTjC TANK TO BE 1/4" PER FT. GRADE _ I PLAN VIEW CONCRETE SAND —� - TANK SILL_ h1iN. LIQUID CPTH- I {III— a - A (TANK DIMENSIONS "B�X'C OUTSIDE '0" "I' HEIGHT { '1250 CAI_ 4 '�-G" I I d 3" X I r... 1 �� I SEPTIC TAN K (1250 GALLON SEPTIC Ti ,.. WASTEWATER BASIS OF DESIGN EN WASTEWATER SYSTEM TO SERVE THE THE PROPOSED REPLACEMENT RESIDENCE AT 17 DUNCAN COVE ROAD WILL BE LOCATED IN THE AREA OF THE ROAD FRONTAGE. SOILS INVESTIGATION INDICATED A HIGH SEASONAL WATER TABLE AT 43"± SO IT IS PROPOSED TO SYSTEM SHALLOW ABSORPTION SYSTEM AT THE RADE INSTALL AN FIAT GRADE Y ( } APPROXIMATE G OF THE EXISTING LAWN. REGULATORY AGENCY: TOWN OF QU_F ENSBURY DESIGN REGULATIONS: TOWN OF QUEENSBURY ORDINANCE - CHAPTER 136: SEWERS AND SEWAGE DISPOSAL - PART 1, ON-SITE SEWAGE DISPOSAL SYSTEMS. SOILS DATA: REFER TO SHEET 1 FOR SOILS INFORMATION FROM TEST PITS EXCAVATED IN NOVEMBER 2010, AS WITNESSED BY TOWN ENGINEER, CLARK WILKINSON AND. FROM PERC TESTS CONDUCTED IN NOVEMBER 2010. WATER SUPPLY: THE WATER SUPPLY PROPOSED FOR THIS RESIDENCE IS FROM LAKE GEORGE. THE NEIGHBORING PROPERTIES TO BOTH THE NORTH AND SOUTH TAKE THEIR WATER FROM LAKE GEORGE AS WELL. PROJECTED IFLOWRATE: BASED ON A FOUR (4) BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES CD 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW (ADE) IS 440 GALLONS. THIS FLOWRATE DOES NOT INCLUDE THE USE CPA.ADDITIONAL NOR IS ONE RECOMMENDED . OF A GARBAGE GRINDER ( ) OR A HOT TUB/SPA. / FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN., I SEPTIC TANK: THE REQUIRED CAPACITY FOR A FOUR BEDROOM FLOWRATE IS 1250 GALLONS. THE RECOMMENDED. TANK FOR THIS SYSTEM IS A 1250 GALLON HEAVY DUTY PRECAST CONCRETE TANK WITH GAFF::L (TWO COMPARTMENTS) BY FORT MILLER OR EQUAL AND AN EFFLUENT FILTER AT THE DISCHARGE OUTLET. THE FRAME AND COVER FOR THE A G SHALL BE A TRAFFIC RATED COVER BY FORT MILLER OR E TANK ACCESS OPENIN UAL. Q EFFLUENT FILTER: AN EFFLUENT FILTER, POLYLOK MODEL PI_ 122 OR EQUAL, SHALL BE INSTA_LED ON THE DISCHARGE OUTLET OF THE SEPTIC TANK. ASSEMBLY- THE PUMP TANK SHADE_ BE 1000 GALLON PUMP TANK AND SSEM N PRECAST CONCRETE TANK BY FORT MILLER OR EQUAL. THE ACCESS FRAME AND COVER SHALL BE A MINIMUM OF 3D" OPENING, CENTERED OVER THE PUMP ASSEMBLY TO ALLOW FOR THE REMOVAL OF THE PUMPS AS NEEDED. THE FRAME AND COVER SHALL BE A HEAVY DUTY PLASTIC COVER BY POLYLOK OR EQUAL. THE EFFLUENT PUMPS SHALL BE CAPABLE OF DELIVERING 20 GPM AT A TDR OF 12'. THE PUMPS SHALL BE BY GOULDS PUMPS - ' UMP DISCHARGES PVC-SCH.40 SHALL B D TOGETHER MODEL 3885 OR EQUAL P ( ) E PLUMBED FOR A SINGLE DISCHARGE PIPE FROM THE PUMP TANK. A QUARTER TURN BALL VALVE THE DISCHARGE PIPE SO THAT THE FORCE MA SHALL BE .INSTALLED IN H IN PIPING (HDPE PIPE OR EQUAL) CAN DRAIN BACK INTO THE PUMP TANK. ALL PIPE COUPLINGS SHALL BE PRESSURE RATED. THE TANK SHALL BE VENTED VIA CONNECTION BACK TO THE HOUSE STACK. PUMP CONTROLS - PUMP OPERATION SHALL BE CONTROLED BY A 'TIMED DOSED' DUPLEX CONTROL PANEL BY SJE RHOMBUS - MODEL ITS SERIES OR EQUAL, FLOAT SWITCHES SHALL 9E PROVIDED FOR TANK INSTALLATION FOR 'TIMER ENABLER' 'TIMER OVERRIDE' AND 'HIGH LEVEL ALARM' CONDITIONS. THE CONTRACTOR SHALL CONFIRM AVAILABLE. ELECTRICAL SERVICE PRIOR TO ORDERING ANY ELECTRICAL DEVICE. THE PROGRAMABLE TIMER SHALL BE SET TO OPERATE THE PUMP FOR AN APPROXIMATE 2 OR EACH OF 6 DOSE CYCLES A DAY. FINAL CON MINUTE RUN TIME F CONTROL PROGRAMING AND FLOAT 'SETTINGS SHALL BE CONFIRMED WITH THE DESIGN ENGINEER BASED ON THE ACTUAL PUMPING RATE AND TANK DIMENSIONS. THE DOSE VOLUME SHOULD BE APPROXIMATELY 85 GALLONS PER CYCLE. SHALLOW ABSORPTION FIELD: THE DISPOSAL FIELD AREA IS PROPOSED TO BE INSTALLED IN THE LAWN AREA ADJACENT TO THE ROAD FRONTAGE. THE ABSORPTION SYSTEM GOP UNITS SHALT- CONSIST HALL CONSIST OF 'ELJEN , INSTALLED IN A TRENCH CONFIGURATION WITH THE BOTTOM O THE NATIVE SOILS. THE FLOW RAT OF THE CONCRETE SAND JUST INTO A E OF 440 GALLONS REQUIRES 122 LF OF ELJEN GSF UNITS AT THE DESIGN APPLICATION RATE . USE THREE RUNS OF 42 LF EACH IN A BED CONFIGURATION TO TOTAL 126 LF OF ELJEN UNITS. THE SEPARATION DISTANCE BETWEEN THE RUNS SHALL BE 2'. THE AREA REQUIRED FOR THIS ABSORPTION BED SHALL BE 20' x 45'±. 0 �I ; "1'' EXISTING GRADE NOT TO SCALE a - N. N AL D'R ECL 'ON" 4'-0' I BALL DHECK VALVE -•'j �+- 6" MIN 2' MIN TO IMPERVIOUS ITR—ATA, -' BEDROCK OR SEASONAL HIGH 1� USABLE SOIL PERCOLATION RATE 1-60 MIN./ IN. G6' GROUND WATER 2' ID IMPERVIOUS STRATA, BEDROCK, OR SEASONAL HIGH GMUN➢WATER UJMLKICLE PFFLD N'T PUTAPS (2); 1 L4 E LASS DF DEC�'N FOR 1 - BAFFLE VOCE \+1 J�o lN!;, -2'(•dIN TYPICAL SHALLOW TRENCH CROSS SECTION - Oo AASNSUP ED® FOTM SJEN GSF CR®SS S EIXIALIIE F7.OW.- _C) NI7T TO SCALE s Z NT❑ SCALENS ANE AND 4- PIPE_- Li p TOP SOIL IS WHERC COVER IS I ECS 12' i I -` FOOD GALLON - f 4' OIA PERFORATED PIPE j - PUCONCRETE FORCE MAIN CONNECTION TO D®BOX (. 10NAL MP CKM5;IR PUMP NQ 1dG I EI - Ir CEO-IEXP.IE COVER GUIDE RA 1. PIPE J01NTS TO BE SEALED WITH SYSTEM BY „ONERY FLEXIBLE BOUT TYPE CONNECTOR (TYP ) _IRAN L;TN FROM SIDR7 TO T - CONTRACTION U INSTALL ASPHALTIC PON TERIAI 3 OR EOUIVALENr, DANCING STRIPS — MANUFACIURING ADBE r" U 4' PVC Jr2 26 AS REQUIRED 2" STYROFOAM BOARD 2. I I/E'T-F NATIONS 9F ALL La �a .,Y TO SEPTIC TANK -L kl OVER TOP Or rBOX OZ IC ET P7FEo MUST BF FOUAI.: 0_ -."- CINCHED STONE BACKF"ILL TO GSF UNIT - IMNGLTF of PFT (TYP.) I 3. THE SL OPE OF OUTLET PIPES a" we AT i% MIN. GRADE 9FFvVEEN Off 01rTRYBUTION BOX TFIFUTOR LATERALS I AND THE 0/ CONCRETE SAND —� SHOULD BE I/B rFV FOOT. REMOVABLE CDVG4 EXILNL INSULATION 7 NOT TO SCALE a - N. N AL D'R ECL 'ON" 4'-0' I BALL DHECK VALVE , -. G6' N 2' ID IMPERVIOUS STRATA, BEDROCK, OR SEASONAL HIGH GMUN➢WATER UJMLKICLE PFFLD N'T PUTAPS (2); L4 E LASS DF DEC�'N FOR 1 - BAFFLE VOCE \+1 J�o lN!;, -2'(•dIN - Oo AASNSUP ED® FOTM SJEN GSF CR®SS S EIXIALIIE F7.OW.- _C) FORCE MAIN Y"' 2 - s Z NT❑ SCALENS ANE AND 4- PIPE_- Li p mo IS WHERC COVER IS I ECS THAN 4' 12' M!N < f CLEAN SA NO 0R PEA GRAVEL_ - 3 ED FORCE MAIN CONNECTION TO D®BOX ' NOT TO SCALE NQ FINISHED GRADE ... JV MIN. 1 I G. MIN,. V -2j' XO N/y Fbi F+1 0 (\2 ✓ OD — ` q, 1(.}4�L rdV 1'l r aZ N Z � z w J co } �:) J ti W O > Z c") N o E-4 ev vz LU Lf) J ZW NW Q 'r+ z U IL ZW Y= O yQ� WaQ I �Za Oa j II- a�N aJ� yaw I—Vz W7) Z Z >W 0 W(0 J 051 Z 241 a Z Z W Z W Z ®F, `G U 0~2 z0 �O w 0 1:4QD Z > � z fn� 0 Z o 0 Fri w P E-+ W 0) W _ a® In W � a Z Em 104 , Q N Q Z LLI s Z Li p mo = 3 < c 0 pED 3 ED NQ O mUS La �a 0_ LLJ Z Em 104 Queensbury Building & Code Enforcement - Residential Finaltial Fina l 9-11 Office No. (518) 761-8256 I Arrive: am/pm art: 1.13A- Date Inspection request received: h L2Q.1S Inspector's Initials: i1 NAME: P€.a -� PERMIT#: 1q^ S LOCATION: 1"4—Pv r u.ca n C..On,tC DATE: 1 tjn- 2' 4' TYPE OF STRUCTURE: SF{) Comments: Yes No N/A_ 4" Building Number Address visible from road Chimney Height I"B"Vent/Direct Vent Location C 11 to— 03(n,O Fresh Air Intake vv 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete 17 Y 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 V 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 m, / V. Grade away from foundation 6 inches with 10 feet ✓� 6 inch dearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches V/ Bathroom/Kitchen watertight h/ __ Safety glazing/Window in stairwells safety g ng Interior Smoke Dejtrct Ev/Carbo noxiq€Detectors L ��j��t� very level: ed Bedr m: r C/1L /L Outside every bedroom rea: Inter Connected: Battery backup: ei /Q/639M- Attic �M- Att c access 30 inch x 22 inches x 30 inches(height)in accessible area f���a / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures ti ---------- Foundation insulation to floor/Sticker on Panel Ductwork sealed properly/Blower Door Test Certification t/ / ✓-5 Floor truss, raft stopping finished basement 1,000 sq.ft. / t/ r� Emergency egress below grade ,�/f Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area 11,/,„ n'-- Fumace/Hot Water Heater operating Low water shut-off boiler / c Relief ed s)installed/Heat Trap/Water Temp 110 m/ / {^ ).r)► / - Q�"( Enclosed Stairs Sheetrock Underside minimum C _c !_-' rT__ ���C. Basement stairs closed rise>4 inches Garage Floor Pitchedv \ cce t S Garage firepr000fingng/%/ hour fire door/door closer V l Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan � // Arc Fault Breaker Habitable Spaces I Tamper Proof Receptacles W $c f*2 j Alex Gas Pipe Bonding .�'` � As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required v Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspedion Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26108; Revised 12/22/10,Revised 04/13/11 .Bbd .. 0 NEBPA BLOWER DOOR FORM Home Energy Experts ,' !a Nowa Fat BuBdioe Fefo®atce Advisors 518.330.2941 Contractor Name: lAtO. WJ,\\'c,...,s Date: "i TANS' Contractor Address: 5ee.\ c Z1 City: Clev`eei/A\e State: � i Zip:1Zh'ZU Phone#1( S -35-7 7 Phone#2 Location tested: \1 -aste_u ^ to`,.� City: C\e;fes' )°At State:/W Zip:\fZW e3err )Ventilation requirements Volume 8 x(living& basement area) 3Z Co = "Z-S4 CO cb ft N Factor 1 =19 AirFlowb .35x(volume) 7%0 /60= 33 cfm 1.5=16.8 Air Flow p 15 x (occupants) _ c2=15.a Minimum CFM50 =Airflow x N Factor \'-t e\, 3 x \5.`� = C... CFM50 2.5=14.4 What# hould be 3=13.7 Blower Door Diagnostics Ring Open Inside Temp: ,!0 FF Baseline Pressure —COa. b, . B Outside Temp: y F Fan Pressure 5-3 a. C Flow @ CFM50= `3 Z NOTES: The safe zone for this home is+/-30%of the minimum CFM50 High side= Z"It'AO Low side= eta \ "i tt sL o CFM@50 x 60 minutes Volume of building x N factor ' et 1 Z t.\° As a reference.Energy Star homes must come in at.35 ACH naturally to qualify. A H= 1 247 Blower Door testing performed by North East Building Performance Advisors Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 C WI� / `I r_ Septic Inspection Report ` � Inspection request received: /�, i[ /(0 S � Name: Yay r y Inspected on: l I jte' 71 Location: (-76 Q OCove- Arrive: .--1— a.m./p.m. Permit No.: 1`(-- l“D Inspector's Initials: Comments and/or diagram Soil Type: S n Loam/Cla -- Type of Water: Munici -/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 ( LC.... ft. Length of each trench 41 - ft. ��l� (E- ,cit " �21 J71�r Depth of trenchesft. Size of Stone /� Seepage Pits: Number `� �- ca '�,Co� VZ-�0� c Size: x �1_t `ter -� do114-0-4.Wit Stone Size: Piping Size Type Building to tank / s-`�AV Tank to Distribution Box L e _AL 44-1,43 Distribution Box to Field/Pit /► 4C� .. Y' SAA- Opening Sealed: _N End Cap it N Inlet/Outlet Pipes&Baffles N Manholes 12°or less below grade _Y_N [provide extension collar if Yes] _Y_N Location/Separations Foundation to tank /0 ft. Foundation to absorption ft. CFS`PA-043 Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y_j(1( 9SJevC k„ Lk'" ETU Maintenance Contract provided _Y_N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report TOta Rough Plumbing / Insulation Inspection Report ' Office No. (518) 761-8256 Date Ins e tion r t received:)3/ 1< /O Queensbury Building & Code Enforcement Arrive: 1 am/pmatil 742 Bay Road,� Queensbury, NY 12804 Inspec is Initials! NAME: reirr v p_')VPERMIT#: — 3(fie LOCATION: t N) ),(AC.G� C1rt- INSPECT ON: I/t', 3-I f7/�j 1. TYPE OF STRUCTURE: \ , UU I Y N N/A V" Plumbing under slab Rough Plumbing /Nail Plates S Plumbing Vent/Vents in Place 112 inch minimum Drain Size II 'fU Washing Machine Drain 2 inch minimum 7 I f Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes Cnsulation)Residential Check/Commercial Check /17- Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: ,1/4D _ kA...)-14.4.4e., a - i ` •1, - c ` FLA-04k- ? L- k FRS a 1N..,d..v - 'SVoNY%-irs k1 Rough Plu ing_Insulation Inspection_02 0513 Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Framing 1 Firestopping Inspection Report ( 1 - 3 ) Inspection request receive1 .. ` 3-0 I eich Name: {�el-r Inspected on: Location: � OtArkCeti l ay-C Arrive: �.tai. a.m./p.m. Permit No.: d•-0 (<� - 3(og Inspector's Initials: Alinrig TYPE OF STRUCTURE: l eD Y N NIA COMMENTS: Framing Attic Access 22"x 30°minimum (OS Jack Studs I Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts I Main Beams 7' _ op-1Exterior sheeting nailed properly 410 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 '/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 water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping etrationiealed Penecled biNS/ 16 inch ii - • in cavity min. Garage Fire Separation House side 1/2 inch or 518 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 sign Professional Sign-off,if required Icleaming/ Firestopping Inspection Report Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection a nest received: /kg/VW Queensbury Building & Code Enforcement Arrive: am/p I ii 742 Bay Road, Queensbury, NY 1280/4_) / Inspector— �n is s: �,� NAME: (Pelf / tjf) "- IC�t+ 1a 6': PERMIT#: iti- 34,1 LOCATION: ,i 111 f`2 ---1)l,ci4 co-4A ra(/`eiINSPECT ON: N _. l TYPE OF STRUCTURE: Y N N/A Plumbing under slab 6/4 earbr) Rough -Plumbir_Lalail Plates Plumbing Vent/Vents in Place 1% inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test 17j Drain /Vent // Air/Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes ^ Pressure Test \ Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: {:4\44a Rough Plumhing_Insulation Inspechon_02 0513 Town of Queensbury Building & Code Enforcement (`("9n $ j� Office No. (518)761-8256 Framing I Firestopping Inspection Report Inspection request received: ti -7 L Name: �LF" r Inspected on: / c� Location: ? Ic J(U!1 aa)o.c, Arrive: a.m./p.m. Permit No.: r41-- 4j/p Inspector's Initials:�i' TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing I 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 1 Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Yz(w)16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center /' field 24 inches from wall Fire separa:' , ,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 I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above 1 below grade 5.0 sf grade Design Professional Sign-off,if required Framing / Firestopping Inspection Report Town of Queensbury Fire Marshal 742 Bay Road f Queensbury,NY 12804 � � 761-8205/761-8206 / a fax 745-4437 ! Factory Built Wood Burning Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's �,y`�lJ instructions or tions is allowed. (� J Permit# 34 Schedule Inspection 12 Tif f7 Time 93 am pm anytime Inspector t4A i" /� Name41 Address Rough IqX Final_ Appliance Manufacturer MpOthal) Model# *J?6•062) Masonry Chimney Factory Built Chimney Flue Size ' I Double Wall_Triple Wall_Insulated_ Yes No N/A Comments Floor ProtectionXe Clearances to Combustibles (all sides) Y Safety Strip Installation(fireplaces only) Firestop(s) Vertical Chase /\/ Wall Penetra ton_ R Chimney Clearances to Combustibles /x, Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air - i Hearth Extension 20 r/ Pernat Mantel(height above f/p opening) _ivi f'�i l tiu 4n 7ri2_ 1'41._ 1\�5titian Fireplace Doors/Screen(required) x �4Nv /_ (j 2 ) Carbon Monoxide Detection / /// White—Building Dept. Ydiow—Costumer Pink—Fire Marshal • Town of Queensbury Building & Code Enforcement FT; y Office No. (518)761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: Per r !'cis Inspected on: / ,-2 -161—.1 / Location: 17 O La n &nj„ ewe Arrive: ' 1, C a.m./p.m. Permit No.: /4-43 to Inspector's Initials: TYPE OF STRUCTURE: S F 6 • N NIA COMMENTS: Attic Access 22"x 30°minimum Jack Studs/Headers Truss Specification Provided 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 1 112(w)16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or . _• -_• - Ice .•> a . er shield 24 inch- a . . we separation 1r2, hour Fire wall 2,in 3,4 hour Je� ^ �� Fire wall ng ta, ltt Penetration sealed -^ , � .r,a 16 inch insulation in cavity min. , JVt. a t�6 �j Garage Fire Separation House side%3 inch or 5/8 inch Type X Garage side 5/8 inch Type X /") Ceiling/wall (_��E ti V Windows Habitable Space/Bedrooms — (� 24 in. ( 20 in.(WW) 5.7 sf above/below grade 5.0 sf grade �.. Design Professional Sign-off, if required Framing I Firestopping Inspection Report Town of Queensbury Building &Code Enforcement `4, Office No. (518)761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: Inspected on: Z O Location: Ibis/ _ �� _ 1 ` Arrive: a.m.lp.m. Permit No.: 15(C\,— rS Inspector's Initials: AIIMAINalb TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided 61-- Bradng/Bridging Joistk hangersts/ �T7�L�C�Ac Jack Posts 1 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 I Bearing Wallsit Metal Strapping for Notches Top Plate 1 %(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 4 16 inch insulation in cavity min. c Garage Fire Separation 2411 House side%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 Design Professional Sign-off,if required Framing/ Firestopping Inspection Report Town of Queensbury Building & Code Enforcement r--‘1 y Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: t,Pe r A Inspected on: Location: j I £3 Lin n-63k �l c a\?a Arrive: • %W' a.m./p.m. Permit No.: I 'y—3(p I Inspector's Initials: ,Z S TYPE OF STRUCTURE: 3 r I, RDS ri�f 3 ? 7 ch *s:// N N/A COMMENTS: Attic Access 22 x30"minimum Jack Studs/Headers Truss Specification Provided 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 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 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%inch or 518 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 Design Professional Sign-off,if required Framing /Firestopping Inspection Report Mvn ' -ID D?) Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ppmm Depart:�l�Q/m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. / GG NAME: Ro J'r PERMIT#: LOCATION: b ds, c o_ca _. INSPECT ON: . jag A TYPE OF STRUCTURE: Comments 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 74/4 � Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing cue 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 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/pm Depart: \R/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials/ `" NAME: Bon rise. PERMIT#: /)/ i 9ll �vJJJJJJ ce, S 1 LOCATION: / 0 Wei 0_61M Cot)C INSPECT ON: 9—So /y TYPE OF STRUCTURE: s f=L Comments Y / N N/A A1-1 Footings Piers - • Monolithic 'lab 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 Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width , '. . - foo 6 mi .of for wet areas under sla Bac' 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 12/18/2013 2:44:00 PM Fr icLg6 /6-4a Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: / 1 \I�am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials( ' l NAME: QC'r PERMIT it: /41—.76, g LOCATION: w- o_can Cp a INSPECT ON: Q- o� (¢-iy TYPE OF STRUCTURE: f t) Comments 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 Footing Dowels or Keyway in place Foundation Dampproofing (13---)2 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 12/18/2013 2:44:00 PM erl an— Foundation Inspection Report 10 Office No.(518)761-8256 Date Inspection request received: 9/n/9-0 r V Queensbury Building&Code Enforcement Arrive: am/pm �pm 742 Bay Rd.,Queensbury,NY 12804 n '' , Inspector'slInitials NAME: P-e!'J'�f (.77 st List-) PERMIT#: 02°1411-3(5( LOCATION: l 7 b I,c,,Lecr,, Gore_. INSPECT ON: Cl- 9/13/a TYPE OF STRUCTURE: �sr� 1J !JJ ant 7y N N/A Footings Piers /� � � CNC�t a Monolithic Slab �r �,��'� Reinforcement in Place I•� �` The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materinlc fnr thilpurN.L.The on site. undation/Wallpour Reinforcement in Place �_ R r ': Footing Dowels or Keyway in place Foundation Dampproofmg Z cc 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. LABullding&Codes Fors\Building&Codes\Inspection Forms\Fcundation Inspection Report.doc last printed 12/20/2005 9:24:00 AM 3 Foundation Inspection Report (tu Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/pm Depart: ..+nt pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials J j�7fI• NAME: kr r 0 PERMIT#: ( 4 3&O g LOCATION: JN. u D(LACQf\ ,pv 6 c. INSPECT ON: —/ -17 TYPE OF STRUCTURE: .S F^ Comments 17 N N/A oo ings 1✓ Piers V 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 tt laA5 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM