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2003-694 4) �i S 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: P20030694 Date Issued: Thursday, October 07,2004 This is to certify that work requested to be done as shown by Permit Number P20030694 has been completed. Tax Map Number: 523400-265-000-0001-032-000-0000 Location: 1671 BAY Rd Owner: KEITH&PAMELA HARRIS Applicant: KEITH&PAMELA HARRIS This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage-2 Cars Attached Single Family Dwelling Director o Cod EnV TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030694 Application Number: A20030694 Tax Map No: 523400-265-000-0001-0320000-0000 Permission is hereby granted to: KF.TTT-T&PAMELA HARRTS For property located at: 1671 BAY Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: KEITH&PAMELA HARRIS Fireplace 219 PICKLE HILL Rd Garage-2 Cars Attached QUEENSBURY,NY 12804 Single Family Dwelling $200,000.00 Total Value $200,000.00 Contractor or Builder's Name Address Electrical Inspection Agency ACTTON CRAFT CONSTRUCTION HIJDSONFALLS- NY 12839-0000 Plans&Specifications 2003-694 2180 SQ FT SINGLE FAMELY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $329.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 04, 2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at K—rDv of"ensl-ury; 7hursday, September 04, 2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,142 Bay'Roaii Queansbury,Ny._ f (518)7614256 A permit must be obtained before beginning construction. . Permit File No. _ 9:C;I No inspection will be made until applicant has received a ` .Fee Paid $ valid building permit:."Ail applicants' spaces`on this Rec.Fee Paid' $ application mustbe completed and must appear on the, Reviewed B application form.'" {_ P _ Applic; t:.: C l .rr�C� l�o CA.Ct,o.,o ner: �;�� cz w. �7 0► rrr. ••g Address: a• Address —_..._. Phone#( )Z� -. 6 aX'6 Phone#( ) 6350 - a' i 791. _�ce"Q Property Location: Lot Number: ! House Number Subdivision Name: Tax.Map Number: vo 12<' New Building: reQ&accee /commercial Estimated Market.Value of Construction: $ 0 b 0 p Q Addition: real once/t commercial If an Addition what will use of new addition lie? o Alteration: - residence/ commercial ' 0 No change to exterior size: residence/com71 0 Other work(describe } Check OccupancyInformation 1` Floor 2" Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling Ey o Two family dwelling o Townhouse a Multifamily dwelling. #of units. . 0: Office 1 o Mercantile . o Manufacturin 0 1 car detached garage 0 2 car detached garage 0 3 car detached garage 0 1 car attached garage W-"Z car attached garage 0 3 car attached garage O . Storage building- commercial (3 Storage building- - residential -0 Other . What is the proposed height of the structure. _feet sg VE{� Will any second-hand or ungraded lumber be used? If so,,for what? / Type of Heating•Systww. electric/4D/ gas<50 / orced hot a' . baseboard/other: 2 2003 TOWN OF QUEENSBURy Number of F fenlaags be installeii Number of Woodstoves to be install":" Lt?! G"f1lD COflE List below the person(s)responsible for supervision-of work as regards to building codes: Name Address Phone Number Builder . a.,. . Lro - az. -6,1 2V 7-- 6_)" .Plumber __��. Mason - Z3 7/ Electrician S Declaration; please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in:this application,together with the plans and specifications submitted,are a true and complete.statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted;and that such work is authorized by the owner. Fuuther,'it is understood that 1/we-shall submit,prior to a.Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As B411t Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature: g� �/ �� owner,owner's agent,architect,contractor 4U VVO'f VVO Permit Number Down use) Tow� oi! ueensbury Application for Stormwater Management Permit Under Chapter 147,Stormwater Management,LL 4-99 THIS APPLICATION IS FOR A ' 0 Major Project 1inor Project 'I. OWNER Q INDIVIDUAL Q PARTNERSHIP O AS$OCIATION []CORPORATION Q MUNIC1PALIT-Y O AGENCY MAILING ADDRESS CITY CjecA..s JJA STATE IVY, SIP CODE Z. AGENT OSAMEASC DVRGTR dTORNE pCC1U:TA7QC9d TACT'FE1;t8 N NAME JA �.± er�T : IFHONE MAILING ADDRESS P,o, f3ox Pao I el 9 C i ac.l a AU. CITY �� lU Y• �P CEDE 1 oS - .i. •r:- ins T`' • ' •.•I•— . NAME • {}G�io.1�.. . . .��•�,} . �hsfnu c� �'�.� 1-0 yg k' PHONE (NAILING-AD RESS �� _ •• . .. - .-_.__. :F CtL1YY NAME{if i�at,resldenttial} _S CTf6tJ� BLOCK fetth STREET I34�,1� ROA ,ZO NING CLASSIFICATION PROPERTY I5 PRESENTLY Q1rACANT PARTIALLY DEVELOPED ODMLOPED&OCCUPIED IS PROPERTY PART OF A SUBDIVISION? .No U Yes,name of subdivision PROJECT NcvJ taco m e- -- On (�k� t4A _ PROJECT INVOLVES: Eorthwork/Wndscaping (Tree Clearing. House Construction or Addition 0 Driveway Construction []Garage Construction 0 Detached Structure IrSeptic system p Modification of a Stormwater Device QOther Low -Wg.4 7t7 '{BARS �l Z} L',\CRAILkTEMPLATES$TWATAPP&TOWNSTORMWATERAPPL.oOC1112c00 Page 1 of RECEIVED GIE( 0 9 2003 TOWN OF QUEENSBURY PLANNING OFFICE yJuvI vrlo PROPOSED USE 0 Residential(seasonal) 0 Residential(year-round) LIAssociation 0 Public a Commercial PROPOSED STARTING D 1 iy d 0 0 -_ PROPOSED COMPLETION DATE u � DESCRIBE THE MAXIMUM SLOPE OF THC- PROPERTY IN THE PROJECT AREA: 0 0-5% (level) 0 5-10% (Gradual slope) 10-15%(Moderate slope) d Greater than 15% (Steep Slope) IS 6NY PORTION OF THIS ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? es p No (if yes,please explain) 6. CALCULATIONS&CONTROLS TOTAL AREA OF PROPERTY (ACR'$ FT2 (circle one) TOTAL AREA OF LAND DISTURBANCE: JAQW_ _FI 2(do not include area of Storxnwater controls) TOTAL AREA OF NEWLY CREATED IMPERVIOUS SURFACE: Oroor -_FT' TOTAL VOLUME OF STORMWATER TO BE CONTROLLED; (see instructions) TYPE OF STORMWATER CONTROL MEASURES TO BE USED: ` SI la- �'ct,uk+�r �i+c� C0A+A0 I -70 YeAa p l (3 —god " � 1 , i nab 0Y, HAS AN EROSION CONTROL PLAN BEEN PREPARED? %Yes,plan is attached No Ci kk F'�iF If no,please contact your County Soil&+Hater Conservation District for assistance, l Warren CountyG23-3119 -1, SITE INSPECTION _ .0uring th®_processing of.this;.pplicatign town personnetmay nf!ed3o visit thissits.for the.purpose of inspecting;_ easuling andlor'.pttotogr@phing site.cbriditions�. I-authorize town personnel to conduct such a site In$pection�es A _ _- ;. - -1 wrisli tm 60 contacted noc tp arty si,e ir(spectign yes /�tto = . .hereby.a#f'itn31hat:the-inform-atiSn ob-this form;and'all.attachments submitted hereavittvis truer to-tht-.best of my_: ' kpaWledg4arTd tie lief' 4S-a'cona9tion to tlib issuance of. perrc�'tt,th�'appl�rarit accepts full.I,ag �tespatlsitiility+farall. damage;direct and-indirect,oNkNtever nature,aria�ti}�wiijomever suffered,arising-ouf6f•the p'roject.desoribed herein and agrees to Indemnify and save harmless the town from suits,actions,damages and costs of every name and description resulting from the said project. SIGNATURE,O1F OWNER DATE 1I Zolla SIGNATURE OF AGENT DATE "IMPLUDE WITH•`IM.F.aMr; . A-siter.lc a lan roi►;ip I & projoctpl-efts iin V/z X 1.1,Wze,piga birt ft4��i��s.�f A- Narries arid 149;1•'" 'I: �;iadresi6s..W. oyG� .Yi, '$ th6 PrOPl FW A Afitachmon+t A(form b.S8eararo�vlr�$�p�li�$petlie•cSt�®p�3rt{$fir 4�1'W��l�.pr��e'c$�±�nl� ,A Environmental-Assessment Form (for rnojor projects ont9 Failure to include eny one of the required items viill result in an incomplete notice and delay in processing your application. Permits and approvels'may bb required ttm other agencies. For town use only L,kCRAIGITEMPLA?ESST vATAPP51TOwN STORP✓IWATER APPL.00C 11/2000 Page 2 of 3 Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date, 20_L)A" Peimit No. Application is hereby made to the wilding,& Codes Off ice the issuance of a Building and Use Perinitpursuant to the New York State Tire Prevention and Building Coa!L 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 all inspectors,to enter preinises to petforin required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information 'Fuel Burning Appliance Information (circle appropriate words) Name: Stove: wood coal' pellet gas Fireplace insert Fireplace, factory-built: g s Address: J Fireplace, masonry: ;� Furnace: wood gas oil, .Phone: 0 V41 If non-masonary applicance,pleasc,provide Manufiicturer Name: Owner:................. Address E r i § /I ,R, S., i Model Number: Chimney Information Phone: (circle appropriate words) Masonry block ' brick stone Flue tile steel size.; -inches Exact Address: of construction or installation Factory-Built Manufacturer name: Model Number: N6te: Listed By: Number: Construction llnsWlation must conforrn.to NYS Fire Prevention�&Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Z_ Handouts regarding required inspections. 0,' Insulated <D��irect ventihg Triple wall 01ininey Liner Fire Marshal Code Collected $Re d Receivedfi-onz (refunded to), A 1,73 3389 (100) Public Safety A 233 2655 (230)Minor Sales DATE: White(Applicant) f Green(Fire Marshal) l Yellow(Bldg.Dept.) J Pink&Goldenrod(Cashier's Dept.) ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings(only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling; Multi**Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANTS NAME: PROPER LOCAT ON: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area , (J square feet " 2. Type of heat- Electric . Oil Gas Other 3. Is building mechanically cooled? es No 4. Percentage of area of windows and doors Over 17% t/' Under 17% 5. R VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R VALUES AS SHOWN ON PLANS SUBMITTED a: Roof R.� b. Exterior walls R 1. C. Glazed area R d. Exterior doors, R e. Floors over unheated spaces R f. Edge of slab on grade(heated building), R g. Basement/cellar walls(above grade) R h. Basement/cellar walls(below grade) R -J3 i. Heating/cooling-ducts-piping in unheated space R 6. Service(domestic)hot water heating device / Conforms to minimum efficiency per code V Yes No TEMPERATURE CONTROL MAXIMUM SETTING'140=-WILL NOT BE EXEEDED ApMc is Sign Date Phone Number l� 0 3 ,2 42- 622-1 2,�J- o$1-P-P INSPECTOR'S REMARKS: 1 Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518)'761-8256 1. OWNER INFORMATION: Office Use Location of installation- C, File Permit No. Tax Map No. (1)9A 14, Iq Fee Paid Owner's Name:• e- 0, Address: Y; 2. INSTALLER'S NAME PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980- 1991 x 130 gal/bdrm = C1 991-present- -3 x 110 gal/bdrm. = _R 3 j- REF(a Garbage Grinder Installed yes no AEF,§VE: Spa or Hot Tub Installed yes no AUG 2003 T( 4.' PARCEL INFORMATION: circle applicable information&indicate measurements) I 11V 01-61-.kc- -k:EN SB6,p COL),,", To-oop-raphy Soil Nature Ground Water Bedrock or Impervious Material Domestic Water SUI)T)I-y Flat sand at what depth at what depth Rolling loam feet feet pa c"-f 7welwl Steep slope clay i well; water supply %slope other from any septic system depth.- absorption is other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add250 gallons to the size of the septic tank and leach field foX each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: gallon (min. size 1,000 gal.) Tile Field: each trench ft. Total System'Length: Seepage Pit(s): number of size ofeach: _j?. by_j?. Size of Stone to be used: # depth or thickness feet Bed System Size: x Alternative System: length and/or size 6-. HOLDING TANK SYSTEM: (if required) Number of tanks: Size of each: gallons TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person Date .1,6 vtt of �Zt:ec::ttal�tti•y •:it:�vt:t•s stt�cl :ic;tvst)*,c I}irt;�tr.stl t:Ittt;itt•c•. Appolldix (: ! SI�II'1l ILA.'I'It)P`I ItI�t,Zi.31 II I rtl]I�.N'I':i POND bf*F..1.4 ttt �1�►TR'i�+ ..i��"'^ / ft 't'ea•.t jI f%.I lr... . I 8i}TtFtJRIvIATISJ'1ri F4.I;�arvr�ar.>:sz..��'��w•�s•vA�••••"•••••,:; •'� ...":' li lFlimial Surve-y Xxxs]poc--ticoxx it IE30pt- of Ki oTrlTrlllTlitY Development Town ofQueensbur3r 742 Bay ]L:Z-c>acl T%, Y 12804 Date received: 0 C) NAME LL ILADC-A.'AC3W: (0,77 V-4- ]Fixlal SlAr-%rc--y IPIrA 1pla--Ya `Fhe attached final survey las been. - by the Craig 113rctl-z4elrWcoriixig -Aclr"iriist-r.-ttc>r •�•H `11A101JOADA 29 sii$3 SUND ioAajung pu1aZ pasuaolZ puotuAuM •g ouAu Rq dulK pus Aaeang 966 T 'CZ; il;Dlul i loot = Ji T �OTVOS :gjoA mau A4unoo ua=i79Aj 4 Aingsuaana jo uMo j, �tijuH 114iall o3 paSaeuoo aq of spuul jo drTAT EOOZ 'LZ jagolo0 pale() 8868b'ON asuaoig 'puowAea .d auAeM -� A13 payliao NJo,k nnaN jo Auedwo0 aouejnsul all!1 IeuoileN Alilapt j (b su6isse Jo/pue siossaoons sp 'Auedwo0 )snjl pue Nueg leuoileN slle-q su910 (C sweH r elawed (Z sweH -1 WaN ( L :ol pail!liao 'siaunno luanbasgns jo suolinlilsui leuogippe of algejalsuejl lou aie suoile0ililia0 uoajaq palsil Auedwoo allp pue uolinipsul 6ulpuel aql of pue pajedaid seen Aanms aql wogm jot suosiad aql of uni llegs uoileoijil,ao sigl Aanms plan lenloe ue wojl paiedaid seen dew slgl legl /piao Agajaq I �I -a ,SS'181 ,81'8E M ;,SO ;ZZ N . 001 'd ' -t,£61 J I� 83WlI)4 3NV(' 3/P n It PvoJ Ln c:) O J 'N0/1-?n8jSNOJ MONS OL E'O//J/O/ 03S1/13H N011VNLJOi N I -di -IVNnI1IaQV MOHS 01 S6/SO/V 03SIA]d 3 �190 0l 4 OLD d -89E' 1 ohs 3S08V-1 H13NN3yl P 8£I'd-t,6t7*-1 HHV3 83908 30 3/N NVdV-1 8313VM 30 3/N SCINV3 b8 'd-LbL IM VHS 3/N w ao o l '3o .11 Qurp� P a P ,V tlt. LG BSI I'd-98S'3 �NI 12JOS38 (1-180M 3H1 ,0 d01 3H1 30 3/N SaNV 3 pu003 SuIDwD-) llom 2u04s B Duil"D�Ulj aJim "1161- — 3 ,,0£—,ZO e8L—S o- Q q�`Dky J` kg JO t�Sil'd-98S'3 ':)NI l8OS38 d-180M 3H1 10 d01 3H1 30 J/N S(INV-1 ,-V'IL9 Z I° Ln I� W O I - rn o�) 4c, �ti �Q q J` oks qJ m Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: aml =part: tn/pm Date Inspection request received: Inspector's Initials: �f NAME: 1 PERMIT#: !�� LOCATION: DATE: y [� TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location r� Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Co m lete uard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in, or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %2" Gypsum Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 t Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazin Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures f Foundation insulation / Floor truss, draft stopping finished basement 1,000js`f Emergency egress below grade f Basement stairs closed rise>4 inches ara e Floor Pitched / Garage fireproofing/3/4 hour fire door/door/closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure ��K6-C4 Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area jBuildin awl S aces 18"x 24"access, 1 s .ft.-150 s . ft.vents No./Address visible from roadnal Electrical te Plan /Variance required 41ee,42 ;ZDA,)1AA6- Final Survey Plot Plan yv6 c�A— As Built Se tic System/Sewer Dept.Inspection Sticker R Flood Plain Certification, if required Okay to issue C/C or C/O[Temporary/Permanent] L:\PamW\Building&CodesUnsvection Forms\Res.Final Insr). form 2.docLast printed 2/12/04 Town of Queensbury Fire Marshal 742 Day Road Queensbury,NY 12804 761-8205/761-8206 fax 7454437 Factory milt Wool Burning Fireplace/Stove Inspection Renort 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 2 instructions,or s eincations is allowed. Permit# 3 Schedule Inspection q Time am m anytime Inspector �5 x1p Name / Address d-V 17 Rough In Final Appliance manufacturer Ltd t�Q Model# Masonry Chimney Factory Built Chimney i�Flue Size Double Wald Triple Wall_Insulated Yes No N/A Comments Floor Protection MC7 UA)4 . OAJ .,jO.4I- bad - Clearances to Combustibles (all sides) SayStrip a royd. Safety Installation(fireplaces only) Firestop(s) Vertical Chase Fall Penetration Chimney Clearances to Combustibles Chimney Termination a 3 feet above roof penetration;2 feet abovef(OMA .1 any combustible construction within 10 feet Combustion Air Hearth Extension Mantel(height above f/ opening) p enin 1') Fireplace Doors/Screen (required) L/K 1 4 ok ko WNW—Bu4�Dept, YeD —Cus mer pink— ' e a Queensbury Building & Code Enforcement - Residential Final Inspection � �q Office No.(518)761-8256 Arrive: am/p epar � c J m/pm � � r v;Z.rI 1 ��// Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake NGI� 1 1, 'f�� v �'� ✓��C1r`/� 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Com lete Guard 30 in. or more a7 stairs,decks,patios R C, Levcrc Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade awa from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to silt plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site V7 Oil Furnace shut-off at entrance to furnace area �CC-k>R/k,v Fumace/Hot Water Heater operating Low water shut-off boiler V Relief Valves installed/Heat Trap/Water Tern 110 Interior priLyacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety lzin Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / •Battery backup: A Carbon Monoxide Detector /"�Gry tBathroom Fans, if.no window Plumbing fixtures Foundation insulation 7 6o..,, 6:5-i 4!�-- Floor truss,draft stopping finished basement 1,000 sf Emergency egress below Frade Basement stairs closed rise>4 inches Garage Floor Pitched ` (A)t 1Z Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s .ft.-150 s . ft.vents Building No./Addre s v'sible froin roa Final Electrical 1- - O �j��f� �i jLi �,g /V,;/P. Site Plan /Variance required /" Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/0 Temporary/Permanent L:\PamW\Building&Codes\lnspection Forms\Res.Final lnsv.form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC, Main Office 176 Doe Run bad # Manheim, PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL 4 Permit No;,4tp##Nt$41 i41� i#f#ift$if##•it$ri!!i w+ l8 5 9 3'4 Cut-in Card No.f}ufi•HliiiNff►iib f} }i}f••ffi Ownertfiifffilfff•t$st$lll s11lstf !ells sffi f f it ff•r6Nifl•s411p1#fi0lNN#H1141##i!4#t$t$#t$}1q###}}}Hf#ifN#itt$fiiri}#tor#1#i t$lt 14#601444410 t LO attonr}�}••f.ilillt$fililt$i# ••H1,69 #14080# list$ sil## Installation Consis n fif}tHii 4ffH##1}iliili•y!1 iiiiil #4 iii ♦#! }q1 • + jj 4i illfiii►iif }•}ft t# tftffiifitfNt$#f}fililpit !slit$► tlf it ifftm � �� !J 4 #fif Mtttfi •fj)PY 1s i►fiif•ufpfft$sfit$ffirrtfi•1 oilsi#14 ill . &* 4 1061Mtf#•t •#ffftomf*#9411144 1f#pH#i !1i}41fi f###li►40moo l ##off to toil 1# #11#}it$► ###ftfpif ifpif7•t i 1lp4 �#§ fif i • i i!1 i�44►fiip►fttff il#fftff•ffiHlfii4isilt$pi4lilf►t$N4iittffifffffff•ifftff•/tt jt1�� n af&*# No# Insta lled Byr/ ftif If#f lftfft$#tf#f#t$f lotf #flt$t$f#i111t$p#►######►f#f#f#•fff}it$t$#Lie. fftfiifftftfifif,•fiii•fti#!llift$tf#t$i•4i4t$il#4 Y The conditions following governed the issuance of this certificate, and any certificate previously issued is canceled; . This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations, application shall be romptly made for inspection. Inspectors-of this Company shall have the privilege of mak' g ins ections at any time, and if its rules are violated, the Company shall have the right r oke th' certi cat } Date#t1i iii►ft$►}n ft►tusis fff.fiflftfffiff4ftif INSPECTOR titlt i1i liili itf►fitf►ff#i}ff►►►N►ftfffiffifiifplifftittit$ilt$rll#t$t$}#il.i►iflili# Member NIP#Af, I.A.U. Town of Queensbury Fire Marshal 742 Bay Road la Queensbury,NY 12804 761-8205/761-8206 fax 7454437 Factory Built Wood Burning Fireplace/Move 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 instructions or snecifications is allowed. Permit# 100-5-b-p'//�� Schedule Inspection Time �" am pm anytime Inspector Name "& Address hough Ing,,,_Final Appliance Manufacturer Model# Masonry Chimney Factory Built Chimney Flue Size Double Wall Triple Wall� Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) o4a Safety Strip Installation fire laces only Sol MIW'r It of Firestop(s) Vertical Chase � �� 1 W � �np__Wall]Penetration Gt. 1�e l Cep Chimney Clearances to Combustibles Chimney Termination - 3 feet above roof penetration;2 feet above Y b Ij 4,11 any combustible construction within 10 feet . Combustion Air kd Hearth Extension b Mantel(height above Vp opening) (\j Fireplace Doors/Screen (required) 1 White—Banding Dept yell— —Cis aner Pink—Tirc Marshal )-N M&AIL Orodo 7qj-o4aj Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 — 761-8205/761-8206 fax 7454437 Facto Built Wood Burning Fire lace/Stove Ins ection 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 instructions or specifications is allowed. Permit# goo- Schedule Inspection CI Time_---__nam pm anytime Inspector Name Address1,771 !. >a -e Rough In_x_Final Appliance Manufacturer ' ,j{ '�� UZQ, Model# r7 i DO� Masonry Chimney Factory built ChimneyX Flue Size Double Wall Triple Fall Insulated Yes No N/A Comments Floor Protection P-, t, ', , 't Clearances to Combustibles(all sues) Safety Strip Installation (fireplaces only) SS(}'� I►� � (� Firestop(s) Vertical Chase `'fall Penetration Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air Hearth Extension - :c41e, Artr Mantel(height above f/p openings a lk Fireplace Doors 1 Screen {required} White—Bxmtding Dept. YeU- C!Ust peer Pink—I+Im Marshal Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE -0 Received Permit# INSPECTIQN ON: Name: AM PM ANYTIME Location: ��,1 APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY A44tv'l EMERGENCY LIGHTING FIRE EXTINGUISHERS ell, FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM tz FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS I CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE 16117 EMERGENCYPLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGHIN 14— FINAL CHIMNEY FACTORY FACTORY BUILT 7RO/UGH IN FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGHIN OK THIS DATE OK FOR CO NOT OK / FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPECTED BY FINAL COMDEV/CHRISJNVORD/LETTERS2001/FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY I �- Town of Queensbury Fire Marshal 742 Day Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Facto Factory Built Gas Fire lace 1Stove Inspection Re ort Notice:New York State requires that all UL Fisted,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 rt J instructions or sp 'fic Lions is allowed. Permit# � J Schedule Inspection '� o pdine dam pm anytime Inspecto Name ' 1t5 Address Rough In Final_ Appliance Manufacturer_ i Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N4 Comments Floor Protection 1*6 u mc- k'1�-.�tJ.— /�vr=v • mod/' U�'6l Clearances to Combustibles (all sides) [ Fire stop(s) Vertical Chase Wall Penetration _ Vent Clearances to Combustibles Vent/Chimney Termination �1•� .-�-� � Chimney height must be 3 feet above roof 0 V w , penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Apr Hearth Extension(if any) �o r 14'i0lP��MG�' Mantel Height above f/p opening Witness Operation Tank.Placement(if LP) White—BidldingDept. _^ �_ 'Yedtow cast r Pink—Fire Marshal Rough Plumbing / Insulation Inspection Report 1 Office No. (518)761-8256 Date Inspection request received: y Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: f LOCATION: INSPECT ON: t"' TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes W ter Supply Piping Copper Commercial Co per,CPVC,Pex One &Two Family VC AInsulation/Residential Check/Commercial Check C � .1 4� �I v -Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: •L:\SueHemingway\Building.Codes.Inspection.FORMS\R.ough Plumbing Insulation Report.doc January 28,2003 FZ4,.(v A16,j Rough Plumbing InsulAtion Inspection Rep Office No. (5 18)761-8256 Date Inspection request received: /3-.()k L/ Queensbury Building&Code Enforcement Arrive: am/pm Dwart: ►V2 1am/pm. : 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: U Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place 0'WoughPlumbitij/Nail Plates l,,l�i�'�-�- �iL TI/2- inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout'every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPV ,Pex One and Two-Famfly (jns�u�lafio �Residential Check/Commercial Check fell Proper Vent,Attic Vent C&Iu e-,28 Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly No duct tape COMMENTS: L:\SueHemingwaylBuilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection requTt received: 1\ V Queensbury Building&Code Enforcement Arrive: am/pi D art am/p=.., 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: PPERMIT#: 19z—AR U LOCATION: INSPECT ON: 13 TYPE OF STRUCTURE:7- Framing Y N NIA COMMEI�TS Jack Studs/Headers Bracing/Bridging Q Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches 1 Holes/Bearing Walls Metal Strapping for Notches Top Plate I Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft,or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour e wall,2, 3,4 hour Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch 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 �.,:\suefiemiii"gway\Building.Codes.Inspection.FORMS\Fra 4-ning,Fin pping Inspection Report.doc January 28,2003 Vp -6T COPP(, AV6 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received, Queensbury Building&Code Enforcement 'Arrive: am/ 4Zf: —z 7 e-am/pin 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: PERMIT NO.: CJ ~C / LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loa-Fd/Cl Type of Waltr.—Mu—nicipal Well Wat r Waterline seRaration distance"_ ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Length of each trench G7 ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Si2A, Type Building to tank Tank to Distribudo_nXox Distribution Bo YA Fi ld Pit Opening Sealef Y A Partial Location[Separations Foundation to tank Iry ft. Foundation to abs2 tion Separation of Pits I Conforms as per Plot Plan L--*"Y N Location of System on Property: Front Rear Left Side Right Sid Middle Front Middle Rear System Use Statw Approved Partial Approved and needs to be re-inspected,please call the'Building&Codes Office Disapproved L:\Suel-lemingway\Building-Codes,Inspection.FORMS\Sep tic Inspection Report.doc January 28,2003 . , boIT . . OL \fool STA h . Framing 1 Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code-Enforcement AiTive: am/pn\ art: am/pm. 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 03- to9q LOCATION: INSPECT ON: TYPE OF STRUCTUA�— Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O,C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft st 7flig 1,000 sq. ft, floor trusses Anc r Bolts 6 ft. or less on center %Xe and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall,2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes,fnspection.FORMS\FraTningFirestopping Inspection Report.doc January 28,2003 i -gaming 1 Firestopping Inspection Report Office No. 1r8)761-8256 Date Inspection request received: QueensburX Building&6o e Enforcement Arrive: am/- Depart: a pm 742 Bay Roa ueensbu'r"y,NY 12804 Inspector's Initials: f NAME: ti2i PERMIT#: 6 LOCATION: ��; -. INSPECT.ON: TYPE OF STRUCTURE: Y N NIA Framing OMM TS Jack Studs/Headers Bracing[BridgingJoist hangers Jack Posts Main Beams Exterior sheeting nailed properly 12"O.C.' Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls _Metal Strapping for Notches Top-Plate 1 %z(w) 16 gauge($) 16D'rcails each-side Draft stopping 1',000 sq. ft. floor trusses chor Bolts 6 ft. or less on center r �, Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour C7- Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z inch or 5/8 inch/Te X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Be rooms 24 in. (H) . -20 in. (W). 5.7 sf above/below grade, 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 29,2003 1 �-1 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a m/ rt: 6wpm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: CDJ JJ LOCATION: INSPECT ON: TYPE OF STRUCTURr- Y N N/A ming COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in.- Stairwells 36 in. or more Headroom 6 ft. 8-in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.'ft, floor trusses ki Anchor Bolts 6 ft. or less on center eand snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall,2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min, Garage Fire Separation House side V2inch 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 U\Sufflerningway\Building.Codes.Inspection.FORMSTrarning Firestopping Inspection Report.doc January 28,2003 Foundation In'spection Report Office No. (5 18)761-8256 Date Inspection request received: loll-olc,3 Queensbury Building&Code Enforcement Arrive: —am/p Depart:4:Y�- "am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial,: NAME: 17A- h1a,1-1,j PERMIT#: LOCATION: /�7/ 12"9V 1?0,vd INSPECT ON: :27—,ec Ad 1Y 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 Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Darapproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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:\SucHemingway\Building,CodesJnspection.FORMS\Foundation Inspection Report.doc January 28,2003 FGundation Inspection Report 7 Office No. (518)761-8256 Date Inspection requ r c ve a Queensbury Building&Code Enforcement Arrive: a pm Depart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi s: NAME: � r � IT#: LOCATION: 2' 9SPLT ON: d 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 Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab �ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHerningway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report , Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p �. Depart: ,1'!,am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: /J INSPECT ON: /0 0 TYPE OF STRUCTURE: Comments Y N NIA 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-forahis purpose on site. - FouPdati6n-/-Wdllpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 in hes above footing 6 it poly for wet areas under slab B ckfill Approval Jilin Under Slab VC)Cast/Copper "Foundatio 11 sulation Interior 1 Exterio Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes,Inspection.FORMS\Foundadon Inspection Report.doc January 28,2003 Foundation Inspection Report �. Office No. (518)761-8256 Date Inspection request received": P Queensbury Building&Code Enforcement Arrive: am/pm1 Depart: • - pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: q-,-i NAME: ��av�--�-'---,,PERMIT#: 03— LOCATION: INSPECT ON: y TYPE OF STRUC . Comments Y N N/A otings Piers Monolithic Slab Reinforcement in Place c The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing, Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 1.2 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:1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (5 18)761-825 6 Date Inspection request received: I Queensbury Building&Code Enforcement Arrive: am/pm D 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: pm NAME: Ut1-ek-1 5 PERMIT#: 0 9 LOCATION: oe A3 INSPECT ON: 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 Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Danipproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 11 inch width 6 inches above footing 6 mil of 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:\SueHemingway\Building.Codes.Inspection.FORMS\FoundaUon Inspection Report.doc January 28,2003 Towel of Queensbury Fire Marsha 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 FactoKy Built Gas FiMLIace/Stove Inspection Report Notice:New Fork 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 instructions or specificationsis allowed. Permit# ' �' Schedule Inspection I Timea 02!I D pm anytime Inspector f' ';�o Name -�\Y�r\m 5 Address ?)LA, C� hough In Final_ Appliance Manufacturer 1&)o R Lew T I It y Model# Direct Vent Factory Built Chimney Flue Size Doaable Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firest® s Vertical Chase� Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney Height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve INV Combustion Air `Cv Hearth Extension(if any) Mantel ` ( Height above f/p opening Witness Operation t Tank Placement{if LP) White—Bedlding Dept. Yellow C®st er Pink—Fire Marshal S Project Name: BP# 0 Address: Building Perniit Submission . �Sza ;fd�nlYd'te�`l ,' , Tftydm&g Checklist All items below must be checked either yes,no or not applicable prior to submission.of any building permit to the Town.of Queensbury Building Department. If any of the below items,are lacking,the permit will not be accepted until such time as.the application is deemed complete for submission. 1. Building Permit Application Completed ...... ........... ......... ..........440 0 no Q n/a 2. Energy Form or C heckl&te Energy Code Compliance Forms Complete eQJ9 [_J no ❑n/a 3. Energy Code Inspector's Report from Chec"te Program:..:. ... .......: yes'[ no ❑n/a 4. Septic application completely filled out(if applicable)...... .................. 'CJ ]no CJ n/a 5. Solid Fuel Burning or Gas Appliance Form:.. : .. ;, .. .............jT3 s [-]no ❑n/a 6. Electrical Inspection Form:........ ... ......................... ... ................. O es Qno Qn/a Two(2)complete sets-of structural drawings... ..:....:.........:..... ...... [Q�Qno Qn/a a)floor plan;b)foundation plan;c) cross sections:d)elevations;: e)window and door schedule 8. Two 2 site plans showing location of the structure to be bull no Qn/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure:..'...... ... ...........:... ..... g no [Qn/a 10. Setbacks to neighboring wells and septic systems,-including,onsite well.....JF'�"s Ono Qn/a and septic systems (if applicable) 11. DrivewayPernut:........ ... ... ............. ... ....,,............... .......... ...... ❑no Qn/a Date:. iP, 0 5 Staff Initial• L:\SueHenungway\Building.Pemit.FORhB\Generic Check%t.doc Project Na :m B P', Address: P N I l f' k t( k Building Pernfit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ... ...... ...........................!'W'* El no 0 n/a 2. Energy Form,or ChecB&te Energy Gc)de Compliance Forms Complete., Ms E]no On/a (2 copies) 3. Energy Gc)de Inspector's Report from CheckMate Program..... ......... .. 0.0$z El non n/a (2 copies) 4. Septic application completely filled out(if applicable)... ......... ......... ... Myes [Jno F-1 n/a 5. Solid Fuel Burning or Gas Appliance Form... ...... ... ...... ...... ...... ... ... .N 'yes Ono On/a 6. Electrical Inspection Form... ............ ...... ............................ ... ..... P95�w E]no E]n/a 7. Two(2) complete sets of structural drawings........... ............ ...... ... ....� Elno [Jn/a a) floor plan;b)foundation plan;c)cross sections:d)elevations; e)-window and door schedule 8. Two(2)site plans showing location of the structure to be bat....... .. es E]no Fln/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure......... ..................... .. ki* Ono E]n/a 10. Setbacks to neighboring-wells and septic systems,including onsite well.... ®'yes E]no []n/a and septic systems (if applicable) 11. Driveway Permit...... ......... ... ... ...... ... ... ...... ... ................... ... ... L4fes Ono Eln/a Date: Staff Initial: L.\SueIJ2!minpvay\Buad'Log.PerniitYORIZ\Geacric Checkfist.doc January 28,2003 14, Check Residential Plan Review: One&Two Family Dwellings Y/N/ /A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf .{ 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: s inflow Schedule With Glass Size i Door Schedule/Main Entrance 36 Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor R sidentia]Check Paperwork Compliance and Inspectors Checklist: OK t J/DampproofinU g/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' jWhere Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise , Winder Run and Rise f Spiral Not Allowed From 2n Story moke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance all Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped y/ Attic Access of over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Tf( Town of Queensbury 742 Bay Road, Queensbury, NY 12804 Bunding & Code Enforcement Building Permit# Phone:(518)761-8256 :Date: Fax: (518)745-4437 Emu: eodes@queensbury.net Dear i your building Permit application has been xcwiewed and found to be deficient in the following auras: t these details need to be added to or rioted on both sets of Plans. Please feel flee to contact#his office-with any motions regarding this matter. Sincerely, BUILDING&CODES OFFICE L;1SuCHM,ingmy,au7dio&?anaitFORMSMebeient bonding pearn i0an 2003.doc Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSofiware Version 3.5 Release 1 Data filename: CAProgram Files\Check\REScheck\HARRIS RESIDENCE.rck TITLE:PLAN NO.9600 COUNTY: Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:08/14/03 DATE OF PLANS:AUGUST 14,2003 PROJECT INFORMATION: KEITH&PAM HARRIS BAY ROAD QUEENSBURY,NEW YORK THE EIVE { ) COMPANY INFORMATION: WILLIAMS&WILLIAMS DESIGNERS AUG `?.'2 2003 509 GLEN STREET GLENS FALLS,NEW YORK 12801 TOWN OF QUEENSBURY BUILDING ANIU CODE COMPLIANCE:Passes Maximum UA=651 Your Home UA=512 21.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 331 38.0 0.0 10 Ceiling 2:Cathedral Ceiling(no attic) 1292 38.0 0.0 35 Wall 1:Wood Frame, 16"o.c. 1667 21.0 0.0 74 Window 1:Vinyl Frame:Double Pane with Low-E 249 0.340 85 Door 1: Solid 35 0.130 5 Door 2:Glass 35 0.330 12 Door 3:Glass 42 0.330 14 Wall 2:Wood Frame, 16"o.c. 1325 21.0 0.0 63 Window 2:Vinyl Frame:Double Pane with Low-E 201 0.340 68 Door 4:Glass 21 0.330 7 Wall 3:Wood Frame, 16"o.c. 508 21.0 0.0 19 Door 5: Solid 80 0.130 10 Door 6: Solid 80 0.130 10 t Door 7: Solid 21' 0.130 3, Basement Wall,]: Solid Concrete or Masonry 1415 21.0 0.0 61 Wall height: 10.0' Depth below grade:8.0' Insulation depth: 10.0' Floor l:All-Wood Joist/Truss:Over Outside Air 38 25.0 0.0 1 Floor 2: Slab-On-Grade:Heated 51 1.0.0 35 Insulation depth:4.0' Furnace 1:Forced Hot Air,87 AFUE COMPLIANCE STATEMENT:. The proposed building represented in this document-is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,the re attestin that tothe best of his/her knowledge,belief,and,professional judgment,such plans or specifications ara� liance tli t1t satstgne D w , REScheck Inspection Checklist New York State Energy Conservation.C6nstruction Code REScheckSoftware Version 3.5 Release I DATE:08/14/03 TITLE:PLAN NO.9600 Bldg. Dept. Use f Ceilings: [ ] ( 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] 2.' Ceiling 2:Cathedral Ceiling(no attic),'R-38.0 cavity insulation Comments: 'Above-Grade Walls: [ ] ' 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ` 3. Wall 3:Wood Frame, 16"o.c.,R-21.0,cavity insulation Comments: , Basement Walls: [ ] 1. Basement Wall ]: Solid Concrete or Masonry, 10:0'ht/8.0'bg/10.0'insul, C R-21.0 cavity insulation Comments: Windows: [ ,] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No j Comments: [ ] ( 2. Window 2:Vinyl Frame:Double Pane,with Low-E,U-factor:0.340 j For windows without labeled U-factors,describe features: ' #Panes Frame Type Thermal'Break?[ ]Yes[ ]No Comments: Doors: ] 1. Door 1: Solid,U-factor:0.130 Comments: [ ] 2. Door 2:Glass,U-factor:0.336 Comments: ' [ ] 3. Door 3:Glass,U-factor:0.330 Comments: [ ] 4. Door 4:Glass,U-factor:0.330 Comments: [ ] 5. Door 5:Solid,U-factor:0.130 Comments: [ ] 3 6. Door 6:Solid,U-factor:0.130 ' Comments' 7. Door 7: Solid,U-factor:0.130 Comments: t. Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-25.0 cavity insulation Comments: [ ] 2. Floor 2:Slab-On-Grade:Heated,4.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at Ieast the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that I covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,87 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ) Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ) Materials and equipment must be installed in accordance with the manufacturer's installation instructions. { ] Materials and equipment must.be identified so that compliance can be determined. E ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. { ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. { ) I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w:g.(500 Pa). [ ) Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ) Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: { ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible Fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Cade of N,ew York State ;the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating.Mains and Runouts Temperature(F) Up to l" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-1 b0 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Sam FILE TO WW OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 October 7, 2004 Keith Harris 219 Pickle Hill Road Queensbury, NY 12804 Re: Stormwater Management Permit Building Permit 2003-694 Bay Road property Hand Delivered to Mark Cronin Tax Map No: 265.00-1-32 1017104 Dear Mr. Harris! This letter will serve to document items discussed during our recent, October 4, 2004 visit to your site. During this meeting, which was attended by Mark Cronin, Bruce Frank, you and 1, we discussed the status of the stormwafer control system that you have constructed. The outcome of these discussions was that we agreed that the majority of the site has been addressed with the exception that; a few disturbed areas along the roadway, surrounding your home and the entire area at the "bottom" of your driveway need further attention. Specifically, all of the open disturbed areas must re-graded appropriately, seeded and hay mulched as.soon as possible. We also discussed your request for a Certificate Of Occupancy, (CO) for your newly constructed home. Our agreement, as discussed, is that all outstanding site work shall be completed within 30 days in order for you to' maintain your approvals. By copy of this letter I will notify Dave Hatin, Director of Building and Codes, to issue your CO,as long as all other building permit requirements have been met. Lastly, I have reviewed the Stormwater Management Plan, prepared by James Hutchins, and submitted to this office on your behalf. I note a few differences from the plan versus the aqtual field construction. As such, you will need to have Mr. Hutchins review your field changes and supply a letter of approval addressing the changes to his original design. If you have filed for the necessary permit coverage with the Department of Environmental Conservation,'(DEC) I suggest you update your-plans with them,as well. Haffis October 7,2004 Page 2 of 2 I have, provided signature lines below for our signatures relative to this agreement. Upon receipt of this letter, with your signature, we can issue your Co. I agree that the outstanding site issues addressed in this letter shall be completed by no later than November 4, 2004. The issuance of the Certificate of Occupancy for Building Permit 2003-694 is contingent upon the.completion of these items as noted in this letter. Failure to complete these items will result in the revocation of the Certificate of Occupancy. Town of Queensbury Property Owner &M4- 1&own Keith Harris Zoning Administrator CB/sh cc: Dave Hatin Bruce Frank Bill Lupo, NYS DEC L:\Craig\2004 Letters\Hardsl CL6._04.doc "Home of Natural Beauty ... A Good Place to Live" f 69, y TOWN OF Q UEENS.B URY 742 Bay Road,:Queensbury,,NY. 12804-5902 February 4,2004 Keith Harris 219 Pickle Hill Road Queensbury, NY 12804 - Re: Stormwater Management Permit Bay Road property Faxed: Feb. 5, 2004 Tax Map No: 265.00-1-32 Hutchins: 251-5329 Dear Mr. Harris: Thank you for the submission of your Stormwater Management Permit application associated with your new home construction project at the above-referenced Property. As discussed, due to the scope of your project and the activities associated with the development of the site, your project is classified as a Major project with regards to our Stormwater Management requirements. The requirements for a Major project.include the.submission of detailed engineering plans and calculations. As such, your plans, developed by Jim Hutchins, 'were submitted to the Town-along with a Stormwater Report. These plans were forwarded to the Lake George Park Commission (LGPC) for review and comment from.their Director of Engineering,Tom Wardell. Attached please find a copy of a comment letter from the LGPC regarding your plans. Mr. Wardell's letter suggests that we may wish to have you address the items in his letter prior to issuance of our permit: Therefore, I hereby request,that your project plans be revised to address the concerns raised in the January 29, 2004 letter from J. Thomas Wardell regarding your project. It is my expectation that you will address these matters by February 20, 2004 and that revised plans and information will be submitted to me by that date. Further, no additional work on or along the driveway shall be performed until these issues are resolved and a permit has been issued for the project. Should you have any questions or comments, please do not hesitate to contact me. Sinc ly, Tow f . ee sbury r ' Brown Zonin Administrator CB/sh cc: James Hutchins L:\Craig\2004 Letters\Har6s2_5_04.dac STATE OF NEwYORK LAKE GEORGE PARK COMMSIO'N 75 FortGeorge Roast,P.O.Box M. Lake George,New York 12M _ TEL(518)668-934T FAX(518)668.5001 BRUCE E.YOUNG WHAM P.WHtTE Chair Executive Director January 29, 2004 RECEIVED Craig Brown, Zoning Administrator d.�irl , 0 7 Town of Queensbury, . d6�— ' 742--Bay Road TOWN OF QUEENSBURY Queensbury, NY 12804-5902 PLANNING OFFICE Re: Keith Harris Major Project, Stormwater Management Permit, Bay Road . Dear Craig: As you:requested, I,have reviewed the.Stormwater Control Report (SCR)for the above referenced project. In general, the technical design follows the requirements of the Stormwater Management Regulations. There are, however, a few deficiencies that you may wish to require the.applicant to reconcile: 1. Actual.test pit and percolation test data for the proposed infiltration areas. 2. Design details for inlets and outlets of the retention areas. 3. 'More detailed description of the slopes encountered throughout the project. 4. Site-location map in-the report is incorrect.. -5. Several items listed'in the regulations under"Contents of.a stormwater control report (SCR)" including: culvert capacities, flow velocities, data on the change in the rate of runoff for the 2-, 10-, 50-and 100-year storms, certification that the stormwater control measures as designed and presented in the SCR will €unction adequately...; project schedule, and maintenance schedule. Due to the relatively small nature of this project, some of,these could be addressed in narrative fashion rather than detailed .design calculations. Lastly, due to the slopes involved, you may want to include a condition in your permit that road building is to proceed in such a manner that sections are built and stabilized (including the stone lining of the ditch) in a -sequence that allows for no more than, say, '200 feet of roadway to be open (unstabilized) at one time and those.open sections are to be stabilized within 2 or 3 days. am returning the report and plans. Please give me a call if you have any questions. Sincerely, J. Thomas Wardell, P.E. Director of Engineering JAMES E. HUTCHINS, P . Consulting Engineers PO Box.220 - 12 Circle Avenue, North Creek, NY 12353 (518) 251-4210 (Phone) (518) 251-5329 (Fax) hutchins@localnet.com February 19, 2004 03-174 Mr. J. Thomas Wardell, P.E. Director of Engineering Lake George Park Commission P.O. Box 749 Lake George, NY 12845 J Re: Keith Harris Bay Road Queensbury M Dear Tom: Per our recent telephone conversation I have revised the submission as follows: 1. I have included recorded soil test data on the drawings. My observations led me to conclude the soils were consistently granular. In fact the area proposed for the retention near Bay Road shows evidence of being a sand pit. SCS mapping suggest soils are Charlton and Bice, which are well drained, granular soils. 2. I have added retention outlet and inlet details to the drawing. 3. I have added USGS contours to the mapping. I have also provided clinometer readings from the existing drive. 4. I have corrected the location map. S L , 5. I have included in the report culvert sizing (P 26 — P 30) with velocity data. Stoned outlet protection has been incorporated into the design-for culverts #1 and #2. I have also added 2, 50 and 100 runoff-rates. While the proposed retention is designed to mitigate the impact of a 25 year storm, the facilities will function to at-least partially mitigate runoff impacts of a less frequent; more intense storm. The stormwater permit for the project is being requested as"after the fact". The permit process is further complicated by the fact the original construction and logging operation are not part of this project. It is recommended that the stormwater and erosion control measures be installed immediately when the ground has thawed and becomes workable. I have added notes relative to maintenance of temporary as well as permanent stormwater and erosion control measures on the drawings. When the proposed measures are installed and maintained,,it is my opinion, the control measures will function adequately. Tom, I believe I have addressed your concerns as we discussed. Should you have any questions, do.not hesitate to contact me... Very holy yours, Ja E�Hutc�hins, P.E. Copies: Craig Brown, Town of Queensbury Keith Harris - 3 STATE QFNOx-YORK' ' LAKE GEoR k BARK S10N 75,ForiGeorge Road- P.O.Box.749 H Lake George,New York 12845 TEL(518)668-9347, FAX(518)66"ao1 BRUCE E.YOUNG MICHAEL P.WHITE Chair Executive Director January 29,' 2004 RECEIVED. Craig Brown, Zoning Administrator Town of Queensbury `�''•`l �� 742 Bay Road TOWN OF QUEENSBURY 'Queensbury, NY 12804-5902 U," PLANNING OFFICE Re: Keith.Harris Major Project, Stormwater Management Permit, Bay Road Dear Craig: As you requested, I have reviewed the Stormwater Control Report (SCR) for the above referenced project. In general, the technical design follows the requirements of the Stormwater Management Regulations. There are, however, a few deficiencies that you. may wish to require the.applicant to reconcile: 1. Actual test pit and percolation test data for the proposed-infiltration areas. { 2. Design details for inlets and outlets of'the retention areas. 3. More detailed description of the.:lslopes encountered throughout the project. 4. Site location map in the report,is incorrect. 5. Several items listed in the regulations under"Contents of a Stormwater control report (SCR)" includi.ng:'culvert capacities, flow velocities, data on the change in the rate of runoff for the 2-, 10-, 50- and 100-year storms, certification that the stormwater control measures as designed and presented in the SCR will function adequately...; project schedule, and maintenance schedule.- Due to the relatively small nature of this project, some of these could be addressed in narrative fashion rather than detailed design calculations. Lastly, due to the slopes involved, you may want to include a condition in your permit that road building is to proceed in such a manner.that sections are built and stabilized (including the stone lining of the ditch) in a sequence that allows for no more than, say, '200 feet of roadway to be open (unstabilized) at one and those open sections are to be stabilized within 2 or 3 days. I am returning the report and plans. Please give me a call if you have any questions. Sincerely, J. Thomas Wardell, P.E. Director of Engineering T0V%W OF QUEENSBURY 742 Bay Read, Queensbury, NY. 12804-5902 December 10, 2003, Christopher Navitsky, PE Lake George Waterkeeper P.O. Box 1231 Bolton Landing, NY 12814 RE: Harris -Bay Road Faxed 12/10/03 644.2547 BP 2003-694 Dear.Mr. Navitsky: Thank you for your December 9, 2003' letter of inquiry regarding the above referenced file. Mr. Harris has filed a Stormwater Management Permit application with this'-office.._ The permit application is currently under review. As discussed, there is no timbering plan for the property on file in this office, nor is there a requirement for one at this point. Mr. Harris may better answer your questions regarding the owners' intent. It appears, from the application submitted, that the total land disturbance is planned to be less than 1 acre, however, the need for a Notice of Intent is determined by the NYSDEC. Should you have any questions"or comments, please do not hesitate to contact this office. Sincerely, d OF QU SBURY Cra Brown Zoni g Administrator cc: Tom Wardell, PE Bill Lupo, NYSDEC Keith Harris L:\Craig\2003Letters\NavitskyHarris 121003.dac prr,;=IVIFD . LAKE • GEORGE DEC 112003 W A T E R K E E P 'E R TOWN OF QUEENSBURY P.O.Box 1231 • Bolton Landing,NY 12814 BUILDING AND CODE (518)644-KEEP(5337) • Fax(518)644-2547 December 9, 2003 e-mail:lgkeeper@nycap.rr.coin - Chris Navitsky, PE Mr. Craig Brown, Zoning Administrator Lake George Waterkeeper Town of Queensbury 742 Bay Road Queensbury, NY 12804 Re: Hams--Bay Road Y Building,Permit No. 2003-694 ---- -"--- Dear Mr. Brown: I would like to thank you for meeting Carol Collins and me to discuss so " ',of our concerns regarding some ,projects in the Town of Queensbury. Based on our discussions at this meeting, I have the -following questions regarding the above referenced_project:- 1. Has the owner submitted a stormwater management plan? There has not-been one filed and yet-construction and operations continue on the site: 2. There is no plan for timbering the site filed with the Town. .What is the extent of timbering that is planned by the owner? The-Town should have this information provided -to determine what the extent of disturbance will be -and "any plan reviews and/or permits are required 3. There is :no Notice of .Intent (NOI).filed with the NYSDEC in regard to construction activities disturbing..an area greater that 1 acre and mitigation control for erosion and sedimentation. I look forward to your response to this item,, Should you have any questions, please feel free to contact me. Sincerely, - - --- Ch6n to her Navitsk , E Lake G orge'Wate a er cc: Tom Wardell, P.E.-Lake George Park Commission Bill Lupo, P.E.-NYSDEC-Warrensburg TFiE FUND fLLAIGE GEORGE . WATEQKEEOER°ALLIANCE - �'- MEMBER G8 . ..: NI FECEIVIM NOV 18203 LAKE • GEO- RGE W A T E R K E E P E R TOWN OF QUEENSBURY PLANNING OFFICE P.O.Box'1231 • Bolton Landing,NY 12814 (518) 644-KEEP(5337) ! Fax(518) 644=2547 November 13, 2003 e-mail:lgkeeper@nycap.rr.com Chris Navitsky, PE Mr. Craig Brown,Zoning Administrator Lake George Waterkeeper Town of Queensbury. 742 Bay Road Queensbury,.NY 12804 Re: Hams—Bay Road Building Permit No.2003-694 Dear Mr.Brown: I have contacted you several times via email regarding the above referenced project regarding concerns about stormwater run and erosion and sedimentation control. t was told that you were looking into it but*1 still.,have notreceived any response. Since my most;recent request of October 30,-1 discovered a building permit was issued for the property that I expressed concerns with (Queensbury Building Permit No. 2003-694). 1 was in-the Building Department today-and asked to review the file but was-informed.the file could not be located. Therefore, 1 am requesting the opportunity to review the file under the Freedom Of Information Law. Please contact me to schedule a time to review the file and if any forms are required for this request. I look forward to your response to this item. Should you have any questions, please feel free to contact me. Sincerely, Chr Navitsky, rLak Waterk Cc: Jim Connelly-Adirondack Park Agency Tom Wardell, P.E.—Lake George Park Commission tT4 IS 8 Ud 8T AWNS Sponsored by 'I'lie • . . For FU D argr�e�E�o�e•�t1.uANce LAKE GEOItGE MEMBER 32 Terrace Lane Queensbury, NY 12804 (518)793-9376 - August 4, 2003 Action - Craft Construction Mark D. Cronin 8 Grove Avenue Hudson Falls, NY 12839 - Re: -Keith -Hart ks Property;:-Bay Road;--To bury, 1,1 re.*n - County, New York. - On August 4, 2003 I examined the soil and performed- a soil perculation test on the above property. Listed below are my observations: 0 - 8 Inches, topsoil 8 -19 Inches, loamy fine sand _ 19-42 Inches, loamy sand Perculation rate is: 2 minute, 40 seconds per inch. Soils in this area are deep, well drained_ glacial till soils. The Unified Soil Classifiction is -(SM) .- Any questions on the above soil -information, please feel free to contact me.- Charles H. Maine - Soil Scientist 0. STORMWATER REPORT PREPARED FOR: KEITH HARRIS PROPERTY BAY ROAD TOWN OF QUEENSBURY WARREN COUNTY NEW YORK PREPARED BY: JAMES E. HUTCHINS, P.E. P.O. BOX 22.0 - 12 CIRCLE AVENUE NORTH CREEK NEW YORK JANUARY 2004 REVISED FEBRUARY 200-4 INTRODUCTION The project is Located off Bay Road approximately 2 miles north of Route 149 within the Town of Queensbury. A location map is included in the attachments. EXISTING SITE 1 I , Imo, The existing.parcel includes approximately 146 acres, The Soil-Survey of Warren Counter suggests soils in the area are Bice, Charlton, and Hinckley Plainfield. Test pits and a review of the topography suggest the soils in the area proposed for development are predominately Bice and Charlton series. The improvements V will have an impact stormwater runoff. L It'is the.purpose of this reportito evaluate stormwater produced and provide . designs which mitigate impact of additional runoff. �l PR03ECT PROPOSAL The project proposes the following: - Widening the existing access road to accommodate utilities and a stone surface driveway. Construction of a single family dwelling. STORMWATER _ The project plans propose a series of stormwater management;practices and devices. Practices which will minimize increases in stormwater include: r . r-� - Access road will be gravel or crushed stone surface, - Utilization of the existing'road to again minimize clearing as well as additional stormwater generation. The plans propose a series of stormwater devices to mitigate the impact of any stormwater generated. The devices include retention and infiltrative Li trench with the goal of infiltrating excess runoff into the soil strata. The proposed stormwater management facilities are located and sized on the project drawings. 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'�-`l .. � ....... � , -, .i.."."."i""'..",� � .�'.�'.�'.�,.�',�,..,.',.',.',.',.",�,,',.�, .:"'-�.".�""��' ";�."-"�'�"ii il."�.*'.: . . . . ; - � R D ' k . j- { N Ln"/ li t {-- PD;{' cr IF 4 i�=f VIA Gat ru 11175 _ f j i d t i 9 } s .� . I � I 10 .71 • aw mmry R wtlu v. Y 1 { � Y ,� T^1• �' M V M1, i i !Yt .. " 4 t vi oll of ' � � aye � 1�!• � v ...�. � � a CX Ll }-.r�,,.,r,,w.r,n,.�,,,..,N•..�. �'*^wa.�q. .,r„r,�^-y,�, w�„w;Fm.,.-_f.,,,...,. �..��rr*.;°:^�^'. _r.^r±,�.e '�r^.nrY..-,;.,. .-.�i7.t,..,.,r. rw^^r� ,.ram i �. � .�•-_�^� �,.... '•� a'-. rr+M-,r. .rE'�++•rT,m .. �n`7k_.."T`""i''"""'"� 7"'""'..'`�'TM"'^'�"""'-^n -m.--..x.,�r,- -rn^.T .+�-.s... xrr rwI. '7-' f 'f F �E' Yz ..j 4 N.i i 4 Worksheet 2: Runoff curve number and runoff r- Project Keith Harris - Driveway Date 2/18/2004 - Location Bay Road, Queensbury By ZNM Checked JEH E 1. Runoff curve number(CN) CN SOIL NAME AND AREA - COVER DESCRIPTION 0 CN x AREA GROUP J (ACRES±) Bice/Chariton B Existing Woods Road 8" 82 0.4 32.8 Bice/Chariton B Cleared adjacent to road, 74 1.2 88.8 _r ditch. shoulder Bice/Chariton B Woods, Poor(fogged) 66 3.9 257.4 � i r I � TOTALS = 5.5 1 379 it CN (WEIGHTED) = TOTAL PRODUCT USE CN = 69 TOTAL AREA ` 2. Runoff Storm#1 Storm#2 Storm#3 { - Frequency.......................................... yr 2 10 25 E ! Rainfall, P (24-hour).............................. in 2.5 3.8 4.3 - Runoff, Q........................................... yr 0.418 1.133 1.459 Pre Development , E � t ;J Worksheet 2: Runoff curve number and runoff Project Keith Harris - Driveway Date 2/18/2004 Location Bay Road, Queensbury By LWD Checked JEH 1. Runoff curve number(CN) CN SOIL NAME AND C� AREA COVER DESCRIPTION C*4 CN x AREA GROUP UJ (ACRES:L) Bice/Chariton B Existing Woods Road 8' 82 0.4 32.8 Cleared adjacent to road,Bice/Charlton B ' ditch,shoulder 74 1.2 88.8 Bice/Charlton B Woods, Poor(logged) 66 3.9 257.4 TOTALS = 5.5 379 CN (WEIGHTED) = TOTAL PRODUCT = USE CN TOTALAREA 2. Runoff Storm#1 Storm#2 Frequency.......................................... yr 50 100 Rainfall, P (24-hour).............................. in 4.9 5.2 - Runoff, Q........................................... yr 1,878 2.097 Pre DeVelopmient I� Worksheet 3: Time of concentration (TJ or travel time (TJ Project Keith Harris - Driveway Date 2/14/2004 Location Bay Road, Queensbury By ZNM Sheet Flow(applicable to Tc only Checked JBH _ Segment ID 1. Surface description (table 3-1) .................. Woods-Lt 2. Manning's roughness coeff., n (table 3-1) .... 0.40 3. Flow length, L(total L<= 300 ft) ............... ft 300 4. Two-yr 24-hr rainfall, P2........................... in 2.50 5. Land slope, s........................................ Tuft 0.13 6. Tt={.007 (n4)0'8 (P2°') (s°')} .............. hr 0.47 + Shallow concentrated flow Segment,[D 7. Surface description (paved or unpaved)......... Unpaved 8. Flow length, L ....................................... ft 2100 9. Watercourse slope, s ............................. ft/ft 0.13 10. Average velocity, V(figure 3-1 ft/s 5.00 11. Tt= L/(3600*V) .................................... hr 0.12 + = 0.12 _ Channel flow Segment ID 12. Cross sectional flow area, a ....................... ft2 13. Wetted perimeter, Pw ............................... ft 14. Hydraulic radius, r= a/Pw........................ ft 15. Channel slope,s ...................................... ft/ft 16. Manning's roughness coeff., n .................... 17. V= (1.49*r1m*s"2)/n ............................. ft/s 18. Flow length, L ......................................... ft 19. Tt= L/(3600*V) .................................... hr + _ -- 20. Watershed or subarea T,or Tt(add Tt in steps 6, 11, and 19) .................... hr 0.59 (use 0.60) Pre Development i F7 Worksheet 4: Graphical Peak Discharge method I-J Keith Harris- Driveway Date 2/18/2004 Bay'Road, Queensbury By ZNM Checked JEH 1. Data Drainage area......................A, = 0.01 mil (acres/640) Runoff curve number.............CN = 69 (From worksheet 2) Time of concentration............T, 0.59 hr(From worksheet 3) Rainfall distribution type............... = 11 (1, IA, 11, 111) Pond and swamp areas percent of Am L-1 spread throughout 0.00 acres or mil covered) J Storm#1 Storm#2 Storm#3- 2. Frequency....................................................... yr 2 10 25 3. Rainfall, P(24-hour)............................................ in 2.5 3.8 4.3 4. Initial abstraction,1, (use CN with table 4-1)........... in 0.899 1 0.899 0.899 5. Compute 1,/P................................................. 0.360 0.237 0.21 Unit peak discharge, qu......................................... 6. csm/in 350 420 440 (T,and I./P with exhibit 4-__J ij 7. Runoff, Q(from worksheet 2)................ .............. in 0.42 1.133 1.46 Pond and swap adjustment factor, Fp, 8. (use percent pond and swamp area with table 4-2. 1 1 1 Factor is 1.0 for zero percent pond and swamp area. , 9. Peak discharge,qp(where qp=quAmQFp)............. cfs 1.26 4.09. 5.52 Pre Development Worksheet 4: Graphical Peak Discharge method Keith Harris - Driveway Date 2/1812004 Bay Road, Queensbury ,, By ZNM I_ Checked JEH Data L Drainage area......................A, = 0.01 min(acres/640) Runoff curve number.............CN = 69 (From worksheet 2) ITime of concentration............T, = 0.59 hr(From worksheet'3) Rainfall distribution type;.............. = I[ (I, [A,,[[, III) Pond and swamp areas�— 00__ percent of Am spread throughout 0. acres or m12 covered) a Storm#1 Storm#2 2. Frequency....................................................... yr 50 100 U 3. Rainfall, P(24-hour)........................................... in 4.9 5.2 4. Initial abstraction,Ia(use CN with table 4-1)........... in A899 .0.899 5. Compute Ia/P................................................. 0.183 0.173 I� Unit peak discharge,q.......................................... 6. (TG and Ia/P with exhibit 4-__) csm/in 450 455 { } 7. Runoff, Q(from worksheet 2).................... in 1.878 • 2.097 Pond and swap adjustment factor, Fp.................... 8'. (use percent pond and swamp area with table 4-2. 1 1 I i Factor is 1.0 for zero percent pond and swamp area. 9. Peak discharge, qp(where qp=q„AmQFp)............. cfs 7.26 8.20 Pre Development 1y Worksheet 2: Runoff curve number and runoff Project Keith Harris - Driveway Date 2/1812004 Location Bay Road, Queensbu!y By LWD Checked JEH 1. Runoff curve number(CN) CN SOIL NAME AND AREA GROUP COVER DESCRIPTION (ACRES±) CN x AREA w Bice/Charlton B Existing Woods Road 8' 82 0.8 65.6 Cleared adjacent,to road, Bice/Chariton ditch,shoulder 74 1.9 140.6 Bice/Chariton Woods, Poor(logged) 66 2.8 184.8 TOTALS=1 5.50 391 CN (WEIGHTED) = TOTAL PRODUCT = USE CN 7 TOTAL AREA 2. Runoff Storm#1 Storm#2 Storm#3 Frequency.......................................... yr 2 10 25 Rainfall, P (24-hour).............................. in 2.5 3.8 4.3 Runoff, Q........................................... yr 0.495, 1.265 1.610 Post Development I . r Worksheet 2: Runoff curve number and runoff _� Project . Keith Harris - Driveway Date 2/18/2004 ~; y burl By L.WD Location Bay RoadTQueens II Checked JEH 1. Runoff curve number tCN) i - CN- i SOIL NAME AND AREA COVER DESCRIPTION N CN x AREA GROUP J (ACRES±) m - I Bice/Chariton B Existing Woods Road 8' 82 0.8 65.6 E Cleared adjacent to road, Bice/Charlton ditc shoulder 74 1.9 140.E Bice/Chariton Woods, Poor(logged) 66' 2.8 184.8 i r ' l ! TOTALS = 5.50 391 CN (WEIGHTED) = TOTAL PRODUCT = USE CN= 71 TOTAL AREA ~� 2. Runoff --` Storm#1 Storm#2 Frequency...................................... yr 50 100' Rainfall, P (24-hour).............................. in 4.9 5.2 Runoff, Q......:.................:.................. yr 2.048 2.276 Post.Development Worksheet 3: Time of concentration (T j or travel time (TJ Project Keith Harris- Driveway Date 2/18/2004 Location Bay Road, Queensbury, By LWD I Checked JEH Sheet Flow(applicable to Tc only Segment ID 1. Surface description (table 3-1) .................. Woods-Lt -, -2. Manning's roughness coeff., n(table 3-1) .... 0.40 � 3. Flow length, L(total L,,5=300 ft ft 300 4. Two-yr 24-hr rainfall, P2.............. .'.........r. in 2.50 I� 5. Land sloes ........ ft/ft 0.125. 6. Tt={.007(nLf-8}/{(02-) (so.)} .... .......... hr 0.47 + Ui Shallow concentrated_flow Segment ID. 7. Surface description (paved or unpaved)......,.. " Unpaved , 8. Flow length, L..........:..........:................. ft 2100 ' 9. Watercourse slope, s ............................. ft/ft 0.13 10. Average velocity,V(figure 3-1) � .....ft/s 5.00 11, Tt= L I(3600*V) .................:.................. "hr 0.12 0.92 Channel'flow ...,_...__...__ Segment ID 12. Cross sectional flow area, a ....................... ft2 13. Wetted perimeter, Pw'................. 14. Hydraulic radius r=a/P ..•..,, ft 15, Channel,slope,s ...................................... ft/ft 16. Manning's roughness coeff., n 17. V= (1,49*12'*sU2)/n.................. 18. Flow length, L ......................................... ft 19. Tt= L1(3600*V) ...................................... hr + 20. Watershed or subarea T,or Tt(add Tt in steps 6, 11, and 19)".................... h 0.59 0.65 Post Development (Use 0.65 as per JEH) r Wor'ksheet 4: Graphical Peak.Discharge method i Project Keith Harris - Driveway Date 2/1812004 E Location Bay Road, Queensbury By ZNM-' Checked JEH 1. Data 9 m 0.0086 mil (acres/640) Drainage area..................... ......A _ Runoff curve number...................CN - 71 (From worksheet 2) 1 Time of concentration..................Tc 0.65 hr(From worksheet 3) Rainfall distribution type.................:. II (I, IA, 11,111) Pond and swamp areas -I_ 1.00 percent of Am_ spread throughout watershed........... � acres or mi2 covered) f l Storm#1 Storm#2 Storm#3 2. Frequency....................................................... yr, 2 10 25 3. Rainfall, P(24-hour)........................................... in 2.5 3.8 4.3 4. Initial abstraction,I,,(use CN with table 4-1)............ in 0.817 0.817 0.817 5. Compute I,I P. 0.327 0.215 0.19 Unit peak discharge, q.......................................... (TG 6' and I./P with exhibit 4 csmlin 365 420 430 -�� 1 7. Runoff, Q (from worksheet 2)....................: in 0.495 1.265 1'.610 Pond and swap adjustment factor, FP.................... (use 8. percent pond and swamp area with table 4-2. Factor is 1 1 1 1.0 for zero percent pond and swamp area. g. Peak discharge,qp(where qp=quAmQFp)............. cfs 1.55 4.56 5.95 Post Development i } 9 E . r—i Worksheet 4: Graphical Peak Discharge method Project Keith Harris - Driveway Date 2/1812004 Location Bay Road, Queensbury By LWD Checked JEH Data Drainage area... ................AR, = 0.0086 mil(acres/640) Runoff curve number...................CN = 71 (From worksheet 2) I Time of concentration..................T, = 0.65 hr(From worksheet 3) Rainfall distribution type................... = II (l, IA, 11, III) Pond and swamp areas — 1 00 percent of Am spread throughout watershed........... { acres or mil covered) Storm#1 Storm#2 2. Frequency....................................................... yr 50 100 3. Rainfall, P (24-hour)........................................... in 4.9 5.2 4. Initial abstraction,Ia(use CN with table 4-1)........... in 0.817 0.817 5. Compute Ia/P................................................. 0.167 0.157 Unit peak discharge, qu......................................... (T. 6. and 1./P with exhibit 4� csm/in 440 445 7. Runoff, Q (from worksheet 2)............................... in 2.048 2.276 Pond and swap adjustment factor, Fp.................... (use 8. percent pond and swamp area with table 4-2. Factor is 1 1 1.0 for zero percent pond and swamp area. 9. Peak discharge, qp(where qp=qAn,QFp)............. cfs 7.75 8.71 Post Development Worksheet 6a: Detention basin storage, peak outflow discharge'(go) known Project Keith Harris - Driveway Date 2/18/2004 I Location Bay Road, Queensbury By LWD Checked JEH { 1. Data: Drainage area.............. .......... Am = 0.0086 mil Rainfall distribution type (I, IA, 11, 2. Frequency........................................ yr C 2 10 25 3. Peak inflow discharge,q:............... ofs 1.55 4.56 5.95- —' (From worksheet 4) J} 4. Peak ouflow discharge, q.. ................. cfs 1.26 yy- 4.09r r 5.52 ; 1 U 5. Compute qa/q, 0.810 0.896 0.928 6. VS/Vr. 0.175 0.160 0.150 i (use qa 1 qi with figure 6-1) 7. Runoff, Q (from worksheet 2).....I......... in 0.495 1.265 1.610 8. Runoff volume,Vr................................ ac-ft 0.227 0.580 0.736 (Vr= QAR,53.33) 9. Stara a volume 1/ a" 0A397 0.0927 0.1106. g , s............................ (Vs=Vr'Ns/Vr)) 10. Storage volume. .............................. of 1727.62 1 4039.80 1 4819,83 (Vs x 43560 tt/ac) 4 { E F U LJ Vllorksheet Ga: Detention basin storage, peak outflow discharge (qo) known Project . Keith Harris _ Driveway Date 2/18/2004 Location gayRoad ! , Queensbury By LWD Checked JEH Data: Drainage area............................. AR, _ 0.0086 mil jJ I Rainfall distribution type (I, IA, il, III}.. II 2. Frequency.......................................... yr 50 100 3• Peak inflow discharge, 7.75 8.71 9 r qi..................... cfs _} (From worksheet 4) �- -� 4. Peak ouflow discharge, q..................•• cfs 7.26 .11-18.20 12 5. Compute qo/q, .... 0.938 0.942 - 6• VS/V.:........................................ ... 0.175 ' �0.160 (use qQ/qi with figure 6-1) 7. Runoff, Q (from worksheet 2)............ ... in 2.048 2.276 4 8. Runoff volume V ac ft 0.939 1.043 (Vr=QAm53.33) 1 9. Storage volume, V6............................ ac-ft 0.1 643T 0.1669 (V$=Vr(Vs/Vr)) 10. Storage volume. ............................ cf C7156.46 (Vs x 43560 ft/ac) F -C Worksheet 2: Runoff curve number and runoff ,Project Keith Harris -.Building:Site Date 2/18/2004 Location Bay Road, Queensbury By LWD Checked JEH 1. Runoff curve number[CND Li CN 1 SOIL NAME AND AREA COVER DESCRIPTION N CN x AREA GROUP w .(ACRES±). m Bice/Chariton B Existing Woods Road 8' 82 0.05 4.1 ti 4 Bice/Chariton B Cleared adjacent to road, 74 0.15 11.1 _J ditch. oulder w Bice/Chariton B Woods,Poor(logged)-, 66 1.9 125.4 t ' TOTALS= 2:1 140.6 CN (WEIGHTED) = TOTAL PRODUCT USE CN= 67 TOTAL AREA 2. Runoff —` Storm#1 Storm#2 Storm#3 -' Frequency...... yr 2 10 25 '. . Rainfall, P (24-hour).............................. in -2.5 3.8 4.3 Runoff, Q...:....................................... yr 0.355 1.021 1.330 Total V 7800 10100 t e Pre Development , Worksheet 2: Runoff curve number and runoff Project Keith Harris -Building.Site Date 2118/2004 Location Bay Road, Queensbury By LWD Checked JEH 1. Runoff curve number(CN) CN SOIL NAME AND AREA GROUP COVER D w (ACRES±) ESCRIPTION CN x AREA J Bice/Chariton B Existing Woods Road 8' 82 0.05 4.1 Bice/Chariton B Cleared adjacent to road, 74 0.15 11.1 ditch.shoulder Bice I Charlton B Woods, Poor(logged) 66 1.9 125.4 TOTALS= 2.1 140.6 CN (WEIGHTED) = TOTAL PRODUCT = USE CN= 67. TOTAL AREA 2. Runoff Storm#1 Storm#2 Frequency.......................................... yr 50 100 Rainfall, P (24-hour).............................. in 4.9 5.2 Runoff, Q............................................ yr 1.730 1.940 Pre Development �p Worksheet 3: Time of concentration (TJ or'travel time (TJ Project Keith Harris - Building Site Bate 2/18/2004 Location Bay Road, Queensbury By LWb Checked JEH Sheet Flow(applicable to T,only Segment ID 1. Surface description (table 3-1) ................. Woods-Lt 2. Manning's roughness coeff., n (table 3-1) .... 0.40 3. Flow length, L(total.L<=300 ft) ............... ft 300 4. Two-yr 24-hr rainfall, P2........................... in 2.50 5. Land slope, s .............................. .......... ft/ft 0.100 6. Tt={.007 (nL}o.s}/{(P2o.) (so.)}.............. hr 0.51 + = 0.51 Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved)......... Unpaved 8. Flow length, L ....................................... ft - 9. Watercourse slope, s ............................. ft/ft -- 10. Average velocity, V(figure 3-1) ....................ft/s 11. Tt= L/(3600*V) .................................... hr. + _� Channel flow Segment ID 12. Cross sectional flow area, a fta 13. Wetted perimeter, Pw............................... ft 14. Hydraulic radius, r= a/Pw......................... ft 15. Channel slope,s ...................................... ft/ft 16. Manning's roughness coeff., n .................... 17. V= (1.49*r-"*s"2)/n ............................. ft/s 18. Flow length, L ......................................... ft 19. Tt= L 1 3600* .... hr + _ 20. Watershed or subarea T,or Tt(add Tt in steps 6, 11, and 19) .................... h 0.53 Pre Development 1 ; Worksheet 4: Graphical Peak Discharge method j Keith Harris - Building Site Date 2/18/2004 Bay Road, Queensbury By LWD Checked JEH 1. Data Drainage area......................A, = 0.0033' mi2(acres/640) Runoff curve number...:.........CN 67 (From worksheet 2) Time of concentration............T, = 0.51 hr(From worksheet 3) Rainfall distribution type............... = 11 (1, IA, 11, 111) Pond and swamp areas = 1.00 percent of Am spread throughout ( acres or mi2 covered) E Storm#1 Storm#2 Storm#3 2. Frequency....................................................... yr 2 10 25 3. Rainfall, P(24-hour)........................................... in 2.5 3.8 4.3 4. Initial abstraction,Ia (use CN with table 4-1)........... in 0.985 0.985 0.985 ^' 5. Compute Ia/P................................................. 0.394 0.259 0.23 peak discharge, 6. Unit p q........................................... csm/in 350 470 485 (T,and I,I P with exhibit 4-__J i 7. .Runoff, Q (from worksheet 2)............................... in 0.35 1.021 1.33 Pond and swap adjustment factor, Fp..................... r 8. (use percent pond and swamp area with table 4-2. 1 1 1 Factor is 1.0 for zero percent pond and swamp area. 9. Peak discharge,qp(where qp=q„AmQFp).............. cfs 0.41 1.57 2.12 Pre Development k-).5 l 4 i S Worksheet 4: Graphical Peak Discharge method Keith Harris - Building Site Date 2/18/2004 Bay Road, Queensbury By. LWD j Checked JEH 1. Data Drainage area.......................AR, = 0.0033 mi2(acres/640) Runoff curve number.............CN = 67 (From Worksheet 2) i Time of concentration.-...........T. 0.51 hr(From worksheet 3) Rainfall distribution type.............., = 11 (1, IA, 11, 111) Pond and swamp areas - 1 00 percent of Am spread throughout acres or mi2 covered) Storm#1 Storm#2 2. Frequency..........................................: yr 50 100 3: Rainfall, P(24-hour)........................................... in 4.9 - 5.2 4. initial abstraction, 1.(use CN with table 4-1)......... in 0.985 0:985 -� 5. Compute 1,/P................................................. 0.201 0.189 -i Unit peak discharge, qu......................................... 6, (T.and Ia I P with exhibit 4-__) csmhn 485 495 7. Runoff, Q(from worksheet 2) .......... E ...... .....:......... in 1.73 1.940 L; Pond and swap adjustment factor, Fp.................... 8. (use percent pond and swamp area with table 4-2. 1 1 ! Factor is 1.0 for zero percent pond and swamp area, t ~� 9 Peak discharge,qp(where qp=q„AmQFp)............. cfs 2.75 3.15 Pre Development L Worksheet 2: Runoff curve number and runoff t i� Project Keith Harris - Building Site Date 2/18/2004 - Location Bay Road,,Queensbury By LWD Checked JEH 1. Runoff curve number(CN) CN SOIL NAME AND AREA `--- COVE R DESCRIPTION � CN x AREA GROUP' W (ACRES±) m ; Bice/Chariton g House&Parking 1500 98 0.07 6.86' SF ea Bice/Charlton. Driveway 82 0.1 8.2 Bice/Charlton Cleared adjacent to road, 74 0.13 9.62 ditch. shoulder Area Disturbed, Graded for 74 0.25 18.5 ` Co struction y Woods-Poor 66 1.55 102.3 TOTALS= 2.10 145.48 CN (WEIGHTED) = TOTAL PRODUCT = USE CN = 69 -' TOTAL AREA i 2. Runoff Stone#1 Storm#2 Storm#3 n Frequdncy.......................................... yr 2 25 i Rainfall P 24-hour in 2.5 3.8 4.3 Runoff,Q........................................... yr 0.430 1.155, 1.484 Total V 8800 11000 ` Post Development L Worksheet 2: Runoff curve number and runoff Project Keith Harris - Building Site Date 2/18/2004 Location Bay Road, Queensbury By LWD Checked JEH 1. Runoff curve number(CN) CN SOIL NAME AND AREA GROUP COVER DESCRIPTION w (ACRES±) CN x AREA m Bice/Chariton B House&Parking 1500 98' 0.07 6.86 SF.ea Bice/Chariton Driveway 82 0.1 8.2 Bice/Chariton Cleared ch.adja e t teo road, 74 0.13 9.62 Area Disturbed, Graded for 74 0.25 18.5 Construction - Woods-Poor 66 1.55 102.3 TOTALS =j 2.10 145.48 CN (WEIGHTED) = TOTAL PRODUCTTOTAL AREA = USE CN = 69 2.Runoff Storm#1 Storm#2 Frequency........................................... yr 50 100 Rainfall, P (24-hour).............................. in 4.9 5.2 Runoff, Q........................................... yr 1.906 2.126 Past Development t Worksheet 3: Time of concentration (TJ or travel time (TJ Project Keith Harris - Building Site Date 2/18/2004 Location Bay Road, Queensbury By LWD Checked JEH Sheet Flow(applicable to Tc only Segment ID 1. Surface description (table 3-1) .................. Woods-Lt 2. Manning's roughness coeff., n (table 3-1) .... 0.40 3. Flow length, L(total L<= 300 ft) ............... ft 300 4. Two-yr 24-hr rainfall, P2........................... in 2.50 5. Land slope, s ........................................ ft/ft 0.100 6. Tt={ .007 (nL)°.8}/{(P2a.) (e-)) .............. hr 0.51 + = 0.51 Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved)......... 8. Flow length, L ....................................... ft 9. Watercourse slope, s ............................... ft/ft 10. Average velocity, V(figure 3-1) ....................ft%s 11. Tt= L/(3600*V) .................................... hr + Channel flow Segment ID 12. Cross sectional flow area, a ....................... ft2 13. Wetted perimeter, Pw............................... ft 14. Hydraulic radius, r= a/Pw......................... ft 15. Channel slope,s ...................................... ft/ft 16. Manning's roughness coeff., n .................... 17. V= (1.49*P3*s"2)/n ............................. ft/s 18. Flow length, L ......................................... ft 19. Tt= L/(3600*V) .................................... hr + _ 20. Watershed or subarea T,or Tt(add Tt in steps 6, 11, and 19) .................... h E06 Post Development 1 , Worksheet 4: Graphical Peak Discharge method Project Keith Harris - Building Site Date 2/18/2004 Location Bay Road, Queensbury By LWD -Checked JEH 1. Data Drainage area Am = 0.0033 mil(acres/640) Runoff curve number...................CN = 69 (From-worksheet 2) {� Time of concentration..................T0 = 0.51 hr(From worksheet 3) Rainfall distribution type.... = II (I, IA, 11, III) Pond and swamp areas 1.00 percent of Am spread throughout watershed.,......... (r, acres or mil covered) i Storm#1 Storm#2 Storm#3 2. Frequency....................... . ............................. yr 2 10 25 3, Rainfall P 24-hour 4. Initial abstraction, Ia(use ON with table 4-1)........... in 0:899 0.899 0.899 5. Compute Ia/P................................................. 0.360 0.237 0.209 Unit peak discharge, qu.......................................... (T. 6' and Ia/P with exhibit 4-_„� csm/in 390 . 480 490 7. Runoff, Q (from worksheet 2)............................... in 0.430 1.155 1.484 I' Pond and swap adjustment factor, Fp.,...-............. (use 8. percent pond and swamp area with table 4-2.Factor is 1 1 1 1.0 for zero percent pond and swamp area. - 9. Peak discharge;qp(where qp=qAmQFp)............. cis 0.55 1.82 1 2,39 Post Development r-t _ �r . LJ1, 17A- -j Worksheet 4: Graphical Peak Discharge method Project Keith Harris - Building Site Date 2/18/2004 Location Bay Road, Queensbury By LVVD Checked JEH 1. Data Drainage area............................Am = 0.0033 mil(acres/640) Runoff curve number...................CN = 69 (From worksheet 2) Time of concentration..................T, = 0.51 hr(From worksheet 3) Rainfall distribution type................... = II Pond and swamp areas - 100 percent of Am . spread throughout watershed........... acres or mil covered) Storm#1 Storm#2 2. Frequency....................................................... yr 50 100 3. Rainfall, P (24-hour)........................................... in 4.9 5.2 4. Initial abstraction, I,(use CN with table 4-1)........... in 0.899 0.899 5. Compute Ia/P.................................................. 0.183 0.173 Unit peak discharge, qu......................................... (T. 6. and I,/P with exhibit 4-� csm/in 500 510 7. Runoff, Q (from worksheet 2)............................... in 1.906 2.126 Pond and swap adjustment factor, Fp.................... (use 8. percent pond and swamp area with table 4-2. Factor is 1 1 F 1.0 for zero percent pond and swamp area. 9. Peak discharge,qp (where qp=q�AmQFp)............. cfs 3.13 3.56 Post Development i Worksheet 6ai Detention basin storage, peak outflow discharge (qo) known Project Keith Harris - Building Site Date 2/18/2004 Location Bay Road, Queensbury By LWD r Checked JEH 1. Data: =Drainage area.............................. Am 0.0033 mil Rainfall distribution type (1, IA, 11, III).. — 11 j 2. Frequency........................................ yr 2 10 25 3. Peak inflow discharge, q;... cfs 0.55 1.82 2.39 (From worksheet 4) 4, Peak ouflow discharge, q.................... cfs 0.41 1.57 2.12 5. Compute qo/qi ................................ 0.740 0.866 0.887 - 6. Vs/Vr......................................:...... 0.195 .0.160 0.150 (use qO/qi with figure 6-1) 7. Runoff, Q (from Worksheet 2)............... in 0.430 1.155 - 1.484 f 8. Runoff volume V ao-ft 0.075 0.202 0.260 Li (Vr= QAm53.33) 9, Storage volume V ac-ft 0.0147 0.0323 0.0390 (Vs'Vr N./Vr)) 10. Storage volume. ............................. cf' 639.43 1 1408.42 1 1697.09,1 !�i (Vs x 43560 ft/ac) 1' ,4 7 / 1 � i Worksheet Ga: Detention basin storage, peak outflow discharge (lqo) known Project Keith Harris - Building Site Date 2/18/2004 Location Bay Road, Queensbury By LWD Checked JEH 1. Data: Drainage area............................. Am = 0.0033 mf2 Rainfall distribution type(1, IA, II, 111).. - Il I 2. Frequency........................................ r 50 100 3. Peak inflow discharge,q...................... cfs 3.13 3.56 (From,worksheet 4) 4. Peak ouflow discharge,q...................... cfs 2.75 3.15 �? 5. Compute qa/q. ................................ 0.880 0.885 6. VS/Vr.................I.......................... 0.155 0.150 i (use qa/,qi with figure 6-1) 7. Runoff, Q (from worksheet 2)............... in 1.406 .2.126 8. Runoff volume,Vr............................... ae ft 0.334 0.372 (Vr=QAm53.33) 9. Storage volume, V . .......................... ac-ft 0.0517 0.0558 � Ns=Vr Ns I Vr)) ..'.+ 10. Storage volume. ............................. cf.. 2252.25 2431.32 (Vs x 43560 Wad) , ! ......a-�«._.......�..,-.......s.. ..«..-.-...r...r.-...�...-.w�w..,a .......r:..ry . -a+ - r a» ..... ron a ..n ...... .nn rt>w .♦r.. w6•: 1 r f Ya -6 -rl :. t p F 4/7 s f Y 75 rb °eowlcc r " A - i+� r • - i = } s{ r .� gg �F ti PTI, SHL E kod ZO G� r. s. i 0 - - -v\-per I sqr IEW, 0- < ccfyv � lit re a, G 4 YI 4: 1 �;1 °I , Ylf t, � f 49- MOB lit s, w � ow. . . F 7i �Aj Dolet 3 _ �I f # FF � p � y 666 4 ,u4J CUIA cc Id hr 4Y t"�1 ` � 131i33c L I 4 a v.-- hi lip zy ill . . --A e xt- o v v. 4: �� c k 0- t n Li r Li Y'y 7�0:ts�, , j 4 i ED Y...h 14 J� r' 4} -77 tg a r, c i r1- -i U ^" nnryrypp p7l.y . k A� }' r . v - 'M � r l. } y7 t' — a ._ a } ......... e .. c - _} '+ ". At LJ 3 a n _ °r1 tz �3' a 4E: -cl LAI 4 g �p fT f 1�� fa. (gip "*''"�.•.,..'il 'Y' 1�r�• �tl.✓��q• Y ..i ILI AG Al 1p Worksheet 2: Runoff curve number and runoff Project Keith Harris - Culvert#2 Date 2/18/2004 Location Bay Road, Queensbury By LWD Checked JEH 1. Runoff curve number{CN) CN SOIL NAME AND `4 AREA GROUP COVER DESCRIPTION w (ACRES±) CN x AREA J m Bice/Chariton B Woods, Poor(logged) 66 3 198 TOTALS = 3 198 TOTAL PRODUCT _ CN (WEIGHTED) TOTAL AREA GN_ 66 Use CN = ?0 (account for road etc) 2. Runoff Storm#1 Storm#2 Storm#3 Frequency.......................................... yr . 2 10 25 Rainfall, P (24-hour).............................. in 2.5 3.8 4.3 R Q.326 1.198 1.534 Runoff, Q........................................... yr Pre Development Worksheet 3: Time of concentration (TJ or travel time (TJ Project Keith Harris - Culvert#2 Date 2/18/2004 Location Bay Road, Queensbury By LWD Checked JEH Sheet Plow(applicable to TG only Segment ID 1. Surface description (table 3-1) .................. Woods-Lt i� 2. Manning's roughness coeff., n (table 3-1) .... 0.40 3. Flow length, L(total L<=300 ft) ............... It 300 4, Two-yr 24-hr rainfall, P2........................... in 2.50 5. Land slope,s ...... ft/ft 0.080 007 nL / P s .............. hr 0.56 Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved)......... Unpaved 8. Flow length, L ....................................... ft 500 9. Watercourse slope, s ............................. ft/ft 0.15 10. Average velocity, V(figure 3-1) ....................ft/s 6.00 11. Tt=L 1(3600*V) .................................... hr 0.02 + I ; Channel flow Segment ID i 12. Cross sectional flow area, a 2 ft 13. Wetted perimeter, Pw ............................... it 14. Hydraulic radius, r= a/Pw... it 15. Channel slope,s ...................................... ft/ft 16. Manning's roughness coeff., n ................ -- 17. V= (1.49*rw*s'/2)/n .......................... ... ft/s 18. Flow length, L ......................................... it _ + — 19. Tt L 1(3600 V) .................................... hr — 20. Watershed or subarea T,or Tt(add Tt in steps 6, 11, and 19} .................... h W Use 0.60 Pre Development It is _i 1 r Worksheet 4: Graphical Peak Discharge method Keith, Harris - Culvert#2 Date 2/18/2004 Bay Road, Queensbury By LWD Checked JEH 1. Data Drainage area......................A m = 0.0047 mil(acres/640) r_ Runoff curve number.......:.....CN = 70 (From worksheet 2) Time of concentration............T, , = 0.60 hr(From'worksheet 3) Rainfall distribution type............... = 11 (1, 1A, II, 111). Pond and swamp areas 1 00 percent of Am spread throughout �_acres or mi2 covered) Storm#1. Storm#2 Storm#3 2. Frequency....................................................... yr 2 10 25 3. Rainfall, P (24-hour)........................................... in 2.5 3.$ 4.3 4. Initial abstraction, L(use CN with table 4-1)........... in 0.857 0.857 0.857 5. Compute Ia/P................................................... 0.343 0.226 0.20 Unit peak discharge, q........................................... 6, (Tc and Ia/P with exhibit 4-- csm/in 370 440 450 { 7, Runoff, Q (from worksheet 2).............................:. in 0.33 1.198 1.53 Pond and swap adjustment factor, Fp.................:.. 8. (use percent pond and swamp area with table 4-2. 1 1 1 i Factor is 1.0 for zero percent pond and swamp area. 9. Peak discharge,qp(where qp=q„AQFP)............. cfs 0.57 2.47 3.24 Pre Development J 1 ..'�`J. �r1lj►�. 1 . , , � shy .. �'�►�r�"ii►��._ .�L11��!�L��.r I//II./'�''�IDIii�i.�►�!��./ '�� r WAVI .. �: r��►.�-,�►�1��►�►�f,�.►a��acr�.�r►,�h►,r��rr �v�r►~�®�rr�r��r�� WAWAEWA ,i�j:��err/r�►s��:��r��,�e��.��.r ► �v,,w�i��e�ir `► ON 14 r '3 TA It T 71 7,- • t %V t I 1 2' AROVt INVE ti I tit of i 7 1 f I 44, PlUID IA-VL, Oil I L� F T CAOL t,, i i(flN T '�AN, 1 Afi-T 18 a. NSA{AC=i4 ;IANI I A I, Y I I I: Pilk) 0� P I a OiALI. -- P0 LJI-lt I) IN P1 A 4 4 ION("HE Tf �J aI OU T L E T !"A- 1 -T I A NK I I! I I . RE_ I I '%W-sf h I�; I ki N( III (HAIL tiUT1 -1 44 N t tit 'A 1;' -OL 12" NIIN- REMOVABLE COVER H A F U t E- r Nl-� T I N %V1 I 2" MIN, ELEV. OUT L. T T� CLEAN SAND 12"MIN PFA ( RAVE[ DI',,lRIIWJI()N IMX 01 )All "-.x _7 DATA -a Tc-�) F &,-�D I C.4"I"T' FINE SAND 64ND SOIL PERCUL-47'10N TEeT- 2 MINUTES, 4o SECONDS/ING44 NO I'41G;N W4TER TABLE W,4e ENCOUNTERED, TEST FiT AND FERGULATION TEST F'ERPORiIED BY G4-44RLES H, t-1,41NE, 6011 6CIENT16TON 5-4-03, SEPTIC SYSTEM DESIGN INUt.-IBER OF BEDROO"S: 3 IDESIGN FLOWS PER BEIDR001-1: 130 GALLON&/D,4'�, JG,4L-"1ONS/E)A'*,r PLOW R,4-7,E: 3eo I 51ZE O� eEF7(- T-4N<; 100C L L 0 N e JFERCUL,470N R14TE 0-5 t`11NUTES REaU!RED LENGTH OF '46e)ORFTION TFRENC44: 162' I I q�o' LA 000 PIO N" iW mde(ce of, fli,,,t I have the diragram. DATE LANDS OF: KEITN F-{ARRIS BAY ROAD TOWN OF QUEEN65URY COUNTY OF WARREN STATE OF NEW YORK I have seen or observed, or believe I saw evidence of, all objects such as houses, wells, trees, fences, etc., shown on this document I also represent that I have personally measured the distances set forth on the d Sl NATURE -L-FISK4TI; l,& 1ji 3, PLOT FLAN 5E,4LED TO NOT BE 7C ExA�::r 5'-ALE. -�;SF �NL Ti-� CONTFRAST�� 5444LL fcN5ULT LOCATIONS OF f=1fROf='OE5ED STRUCTURES ONLY. ALL LOT LINE5, IDI�IENSION5 4ND NER5 :)F AN SET BACK& E3**r' OTHERS, �4,:" BE RESFICI,�-';iEiLE AN� PLAN NO, PAGE OF DRAWN BY, REVISIONS / DATE: V/ 0 LL L11 z UJ z :3 M 0 d) z L" ILI CROWN ROAD 1/4" PER FOOT OR SLOPE 1/4" PER FOOT TO SOUTH SIDE TOPSOIL FERTILIZE AND SEED 15'± 3'+ 12" MIN STONE LINED DITCH 2 2 11 2 2 12" COMPACTED GRAVEL 18" MINIMUM 24"PERFERRED LINE DITCH WITH 6" OF 2" - 4" STONE OVER WOVEN FILTER FABRIC FOR SLOPES EXCEEDING 5 % TYPICAL DRIVEWAY SECTION FILTER FAB (N. T. S.) GRADE RUNOFF TO TRENCH INFILTRATION TRENCH EAVE TRENCH LOCATION (STONE AT GRADE) TYPICAL SECTION (NTS) BARK MULCH IN LANDSCAPED AREAS CLEAN CRUSHED STONE 214" SECTION EAVE TRENCH DETAIL (N. T. S.) 8' MIN AT (-NF("knA P,/ T 0 P C, )F STONE DITCH SE�Tlofr STONE CHECK DAM ------ (N. T. S. CONSTRUCT iO' WIDE STONED STONE) OUTFTAT DESIGN WATER DEPTH 1_! L X -NSTRU,(--T '-FVFI- TO PROMOTE SHFFT PLOW - SHAPE REMAINDER OF RETENTION WALL WITH 61- RFFBOARD 5 MIN SFF Pi- AN ;7,-)P DFPTH P R O Fj S E RA 1: COMPACTED SOIL TYPICAL SECTION RETENTION AREA (N. T S '"Lt,I'ERLIIHL F-Ri,P'l)l-EC; BERM RETENTION AREA TYPICAL PLAN RETENTION AREA (N.T,S FLOW` 4" VERTICAL - BEDDING DETAIL FACE ANGLE FIRST STAKE TOWARD PREVIOUSLY ;LAID BALE ANCHORING DETAIL BOUND RALFS Pi- A(-F` ON CONTOUR L) 2 RFqARS, STET - T pjr �4\FTS, OR ?Xl? STAKES i 112' 1 0 2' IN GROUND. DRIVE STAKES FLUSH WITH BALES STRAW BALE DIKE N. T.S. ) BALES SHALL BE PLACED AT THE TOE OF A SLOPF OR ONTHF CONTOUR AND IN A ROW WITH FNDS TIGHTLY ABUTTING THE ADJACENT BALES, - EACH BALE SHAD._ BE EMBEDDED IN THE SOIL A MIN. OF 4 INCHES, AND PLACED SO THE BINDINGS ARE HOR17ONTAL. BALES SHALL BE SFCURLF:LY ANCHORED IN PLACE BY EITHER TWO STAKES OR REBARS DRIVEN EN THROUGH THE BALE. THE '::71PST STAKE IN EACH BALE SHALL- BF DRIVEN TOWARDS THE PREVIOUSLY IL-41D BALE AT BAIL L AN ANGLE TO FORCE Rc -F THE -ES TOGETHER, STAKES SHIAL' BE DRIVEN JSHII VvIT,-, THE BAD F. INSPECTION SHALL BE FREQUENT AND REPAIR AND/OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED TRIER USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE, OUTIL-FT TO AREA STABILIZED WITH vFGFTATION WIDE STONED LIP -'L A B I RV T,,l BE 6' PL 3, x 3' 6" DEEP PAD 2"-4" STONE HDPE CULVFRT x 7 A WOVEN FILTER FABRIC ST-ONED_ OUTLET \N.T S.) 10'- MAX C TO C 36" MIN. FENCE POSTS ------ DRIVEN MIN 16" INTO GROUND "x\ FLOW /Fl -OW PERSPECTIVE VIEW 36" FENCE POST FILTER CIL OTH EMBED FILTER CLOTH MIN. 8" INTO GROUND SECTION FILTER HEIGHT 16" MIN 8" MIN. ?O' MIN, JUNDISTURBED GROUND 16" MIN. - FILTER CLOTH TO BE FASTENED SECURELY TO STAKES, WITH TIES, SPACED EVERY 24" AT TOP AND MID SECTION WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH - OTHER , THEY SHALL. BE OVERLAPPED BY SIX INCHES AND FOLDED - MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE SILT FENCE (N. T. S.) L LINE DITCH WITH 6' OF 2'-4' STONE OVER WOVEN FILTER FABRIC STONED DITCH TYPICAL SECTION (N. T. S.) PRELIfviiNARY NOT FOR CONSTRI 1CTION IN' C XIST i DRIVE VE ' -C,.)LVERT # \ �r SLOPE R.JP}t)FF TO RETENTIOfJ AREA — YPI(-AL) +eC TE`.;T I- )LE # ti —BUILDING SITE r'%R TER ANALYSIti sco To 4- Id, + (11 C) GO �L AiT 1TI E, P� TE; ;tl NOTE: E_ ALL. DISTURBED AREA SHOULD BE SEEDED AND STRAW MULCHED IF NOT OTHFRWISE STABILIZED PRJP. >IE' J'' E PE :'JLvERT # NtT- iT1_1 T PR ,TE"Ti:)i'! rROP )SEC RETENTI:)h AREA h k E LC r PP-1)vODE 5T NEL VERf l ;1JV T AREA TA611 i .: N,E:;E rATIvf+777 , a a lam_ x AiC:C X .. EEL_P !� Ili( iLTRA I I;':r� TRENCH 6 + ' r irlF I� RA n ,r4 PER "F If RETEf'T� f; )t(`;TRJ•.T AT LJ :ATl.,id AlTF- b i AATER DEPTt rfF,(,A" ,F1L t f J It IF-!L T-!_' ,(i PER tl tJ;iT _�J') . ;( . AT L_.)J1 ( l RETE ,OrT Al �)LATVVITr t, t rVATER LIEFT�_ T �.n --PR -)SEI RErFr;T:.:r4 AREA #" RAL-E AREA T RE-AltJ X 6 X AJERA:_;E DE�T� ST;JjEL IvERF-i_JA 7 t-, I ;TA�I-EL AI T H ✓EET :;AT r, . LPROPOSEC EAVE TRENCH ' INSTALL 50 t (1,F TRENCH UNIFORMLY SPACED ALONG EAVE DIS:.HARvE - tiL_)PL rARiE> FR•�N '% - YPI CALL � : % —DIRECT RUNOFF- AROJND BUILDING SITE TO EAVE TRENCHES _ -LX I t v .N E r, R' JE_ _ NlF,E rJL n T - + - PLA(,E ST t-A A PAi. L r; SITE PLAN I" = 100' -PR`P ;SEC ,TRAA PAL ` ,h 1 > F'i_A, :C EJI RY + '` P';)PARY; K t/ vL fir[ tjT 1 PEErd LIUF L A;T l _r SOIL TEST DATA DECEMBER 2003 x X 41 E P J� - PG, °.E L ✓( "A ARC A —APPR`)XIMA T E PROPERTY 1-I1`1E i T T a Rr A# X J(_ kA E �,EaTr NOTE: t TR T t, ,r,(C L'NE�C; R; T-NTI13N APr f.S vA.Y BE AS _0N'(Ij AS =SIGN ST RAG_� NOT RFD0,CF- , MAXIMS m DFF'T - 24' PE TE-ti 4i AFEA. N o_T E.. CP(_-)GRAPrY ;TAItiFD SRO^'' JSGS ^''APPING TEST HOLE #I 0"-6" BROWN SANDY TOPSOli- 6"- 36" RED BROWN TO BROWN SAND, LITTLE Sk- T 36" 60" BROWN SAND, SOME SILT, LITTLE GRAVEL, OCCASIONAL COBBLE TEST HOLE #2 0"-2" 'BROWN SANDY TOPSOI!, 6" 30" BROWN SAND, SOME SIl T PERCOLATON RATE AT 24" 3 MINUTES PER INCH PACE rJL HCCr. CAfU L VERY + ra ARE AS VV,T�- `F _,RE ATER �L:)PE APPROXIMATE _DRIVEWAY GRADES STATON GRADE T ulU J4 +'_; SIT_ LOCATION X x _ .1 t i+ It Point'.;, Plum' Point ji lltt'' ) (y� • S t lrC" A t •{ er 4, ' k /jr✓ b m1 4 l i1 v t } { Camp i Prmted ftom Ti')Pf)l i01 W8 WSftli.wr, Pmda lore (u.uw top( om) LOCATION MAP �- I, .-R T r-k �E T' dNE� ✓L_k�' A T;_ AREA Ill = 2000' ± NOTES: -MAINTAIN PRECONSTRUCTION RUNOFF UNLESS OTHERWISE SHOWN. DO NOT DISTURB EXISTING STREAMS OR SWALES. -ABSOLUTELY NO GRADING OR CLEARING WITHIN 100' nF STREAMS UNLESS SaECI�ICAL.LY DETAILED. INSTALL STONE IN DITCHES OVER 5 % IMMEDIATELY UPON FINAL GRADING. -STOCKPILE EXCAVATED MATERIAL AWAY FROM DRAINAGE. DIVERT SIGNIFICANT UPHILL RUNOFF AROUND STOCKPILE. PROVIDE SILT FENCE ON DOWNHILL SIDE. -DIVERT CLEAN RUNOFF AROUND CONSTRUCTION SITE PRIOR TO EXCAVATION. -INSTALL SILT FENCE AND TEMPORARY STRAW BALE DIKES PRIOR TO EXCAVATION. -INSPECT ALL TEMPORARY EROSION AND SEDIMENT CONTROL. DRAINAGE AND DISTURBED AREAS AFTER ANY 0.5" OR GREATER RAINFALL AND ONCE EVERY 7 DAYS, REPAIR DEFICIENCIES AND REMOVE SEDIMENT AS NECESSARY. -INSPECT PERMANENT STORM WATER AND EROSION CONTROL MEASURES TWICE PER YEAR AND AFTER ANY 2+" RAINFALL EVENT. REMOVE SEDIMENT AND REPAIR DEFICIENCIES AS NECESSARY -TOPSOIL, FERTILIZE, SEED AND MULCH ALL DISTURBED, NON -SURFACED AREAS. ABILIZATION TO BE ACCOMPLISHED WITHIN 14 AYS OF FINAL GRADING OR SUSPENSION WORK. 0+0C TO I0+50 10% TO 15% TO 3 + 5 0 TO 15+0C: '2% +/ v�� 12 �e(PRELIWNAFl`ll +00 TO 16+20 7% +/ �,� t"' NOT FOR 16+20 TO I9+50 14% +�- 19+50 TO 20+50 6% +/ 0rONSTRI JCTION 20+50 TO 27+00 14% */- MAP REFERENCE FOR COMPLETE PROPERTY LINE INFOKMATION SEE ''MAP OF LANDS CONVEYED TO KEIT--IARRIS" B'Y WAYNE R RAYMOND, Li_S DATED 'ARCH 23, �95