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2004-229 'J 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: P20040229 - Date Issued: . Wednesday, November 09- 2005 This is-to certify that work requested to be done as shown by Permit Number P20040229 has been completed. Tax Map Number: 523400-226-015-0001-001-000-0000 Location: . 174 LAKE Ay Owner: JANE & BERNARD N ANN Applicant: JANE & BERNARD NIANN This structure may be occupied as a: Fireplace By Order of Town Board Garage'- 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the � Director of Building.&Code nforc ent Planning Board or Zoning Board of Appeals. BLDG. PERMIT NO. Ll • . . APPLICATION FORA TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE.OF, OCCUPANCY is hereby requested for the property located at,; for the'following uses: ; �\, , )9,, i C�, DATE SIGNATUKE &F APPLICANT TEMPORARY CERTIFICATE OF-OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby (}APPROVED ( )DISAPPROVED with the following conditions: CeA;tL6icaXe o6, 0ccupa.Acy to be izzued ciFon comti&Uon oft< -1 ). Comptete Siding Z) Coagete 1nsuZat on 3.) Subtrit Survey TEMPORARY CERTIFICATE OF 'OCCUPAN 7EE: O$ .00 DEP,(?SIT: ( )$100.00 received on ' AuguZ _ , ZZ, 9� 2005 Date of Issuance Director-of Bldg. od nforcement TIIIS-TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 30 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate.is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. -�r- TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040229 Application Number: A20040229 Tax Map No: 523400-226-015-0001-001-000-0000 Permission is hereby granted to: JANF,&BERNARD MANN For property located at: 174 LAKE Pky 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: JANE&BERNARD MANN 14 HUGHES St Fireplace. Garage-2 Cars d ROCKVILLE CENTS� NY 1157 Sinle FamilDwelling $425,000.00 Total Value $425,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency DOMERS GOLDEN PROPERTIES 16 HAROLD HARRIS Rd OIJEENSBIJRY_ NY 12804-0000 Plans&Specifications 2004-229 4858 SQ FT SINGLE FAMILY DWELLING $500.38 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, June 17, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the r=enjury; sda , June 17, 2004 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement f Building Permit Application. Town of Queensbury-Dept of Community Development,742 Bay Road,Qugensbury,NY, (518)761.8256t A permit must be obtained before beginning construction. Permit File No. Q 4 � No inspection will be made until applicant has received a Fee Paid $ 3g valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be.completed and must appear on the Reviewed By; application,form. Applicant: Owner: Address: V Address: \VS�- Qate,�.�b.�.� Phone#(sue )'lam„- Phone# Property Location: Lot Number: / House Numbers SubdivisionName: Tax Map Number: V New Building: riiencel /commercial 'Estimated Market Value of Construction. $ o Addition: real commercial If an a Alteration: residence,/ coaunercial Addition,what will use,of new addition be? O No change to exterior size: residence/com'1 0 Other work(describe Check Occupaneywormation 1' Floor 2° Floor Other floor Total Below . sq.h. sq ft. sq.It. Square Feet !1 J(a© 8 (0 1 ,l I. Single.fk7dy dwelling. W a Two family dwellin r.b a Townhouse a Multifamily dwelling V #of units O Office O Mercantile a Maaufacturia e 1 car detached ge 0 2 car detached garage a 3 car detached prage O 1 car attached garage to C 2 car attached g a 3 car attae a garage a Storage building- commercial O Storage buiLding- residential a other what is the proposed height of the structured feet . inches Will any second-hand or ungraded lumber be used? If so,-for what? 'tic Type of Heating System: electric/ oil gas/waod / reed hot ' /.baseboard/other: Number of Minces to be installed �_ Number of Wood�ei to be installed List below the person(s)responsible for supervision of work as regards to building codev Name Address Phone Number Builder CK-,y Plumber Mason TO Electrician �, F�\,,, �. x& 1W,.� Dee aration: please sign below after you have carefully read-the statement: To the best of my lmowledge the statements contained in this application,together with the plans and specifications submitted,are a trno and complete statement of all proposed work to be done on the described premises and that all Provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner, Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,antis Bul_ le Survey by a licensed surveyor;drawn to scale,showing actual. location of all new construction. Signatur _ owner,owner's agent,architect,contractor Application for Permit=Septic Disposal System A; Town of Queensbury 7.42 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ................................................. i,� � Office Use Location of installation: / i'ar klIct No File Permit .Tax Map No. --�-' Fee Paid Owner's Name: �luno man 1...........-......................................._.............................................................................. . Address: 79 14-� 4'arlw,, 60e6"Ar, /16i 2. INSTALLER'S NAME PHONE NO, S A— - 0,k3\ 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 gallbdrm = 1991-present `3 x 110 gandrm = 33 Garbage Grinder Installed yes / no y-. Spa or Hot Tub Installed yes-)C./ no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat, sand at what depth at what depth- municipal oll' oa �1 feet al h feet well -Steep slope c ay if well;water supply slope other from any septic-system depth: absorption is ft, other Percolation Test: (To be completed by licensed professional engineer or architect) ~— Rate: minute per inch L A YZ 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: 1 °gallon(min. size 1,000 gal;) ��(Aa 5 4I �tj110 114ti Tile Field: each trench ft. Total System Length—ft. Seepage Pit(s): number of size of each: ft. by ft. Size gf Stone to be used: # / depth or thickness feet Bed/System Size: l 0 x j S Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Numberr 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. Signatur f ponsibie person ate ppp W-7 wll US (Ille-ellsl)ut`y , •Srwta•st alltl :�ewsl);c: i)i.�{)<t�st.l talst�)it�r AI)1) mlix t'. • f1'1�,�+VIi,I�'•t'�()�`l Ii'II�;I.,I,) . ' �I�;I'/i'iLA'1'I�)IN Ii:IrtZt.JiItta�lI+�t�1'I`;; POND 1Souat= Ci tit: ,,t> •' • Hew= G � M St atic. . i t .l •-' 11�.t tr .� w . t+yy�+c)RPllch! f�'tRt.arr � ...ter r 7. SIONA.TURE &INFORMATIQliPOr,UNrU SMUZ,rl-;c-ow i wAmm 9 • Richard A.Aissita iG H WAY Highway Superintendent DEPARTMENTHome(518)798-5127 742 Bay Road • Queensbury,NY 12804 �b Midwel F. Travis Deputy Highway Superintendent O f f:ce Phone: ($-18) 761-8211 �� (518)798-0413 Fax: (518) 745-4466 DRIVEWAY PERMIT DATE: APPLICANT NAME: TELEPHONE NO.: ADDRESS TO BE INSPECTED: `'tD \�GeO\V��4C��VR�. �.7•V t�,y�S�slt+..�,�`� \�Vv� RETURN ADDRESS: J Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( )Preliminary Approval NEED: ( )Slight swale ( )Level with the road ' ( )Deep Swale Size pipe to be used(if necessary) ( )12" ( )15" ( )18" ( )24„ ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval ( )Rejected DATE: Richard A. Missita,Highway Superintendent ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 BEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method. 1&2 Family Dwellings(only) Part 6*-Thermal Rating—Cornponent 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 APPLICANT'S N4W: PROPERTY LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: L Gross Floor Area- �� Sa` square feet 2. Type of heat- Electric . Oil as Other 3. Is building mechanically cooled?�es No 4. Percentage of area of windows and doors Over 17% Under 17% 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO IZ VALUES AS SHOWN ON PLANS SUBMITTED. a: Roof R 3 6 b. Exterior walls R \ct C. Glazed areas R d. Exterior doors R e. Floors over unheated spaces R f. Edge of slab on grade(heated building) R g. Basement/cellar ymlls(above grade) R_�_ h. Basement/cellar walls(below grade) Rom_ i. Heating/cooling-ducts-piping in unheated space `R 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No' TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED Applicant's Signature Dat Phone Number ze� sip- 79�-1/7y,_ INSPECTOR'S REMARKS: 1 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 ;t� r F , 20 sue Permit No.- Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention.and Building Code. 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 premises to per form required inspections_ NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: k:AAe Stove: wood coal pellet gas Fireplace insert Address: °�`�7 :.-�: ., :4. c t `w Fireplace, factory-built: wood gas Fireplace, masonry: w"ood� gas t Furnace: wood ;gash oil Phone: �',v ��"� s- Vpit, rion=mas9pary applicance,please provide Manufacturer Name: Owner: Address: � ch�,.�:� �` Model Number: Chimney Information Phone: �� y'" ice- 'rEa�e (circle appropriate words) Masonry jock) brick i,stone Flue tale 1st -1-) size: Vr inches Exact Address: � � ``�"�� •� of construction or installation e Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: Construction IInstallation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available"Town of Queensbury Handouts regarding required inspections. Doi.ible wall / Triple wall / Insulated / DlreCt Venting Chimney Liner Ca.,6shier'�r.Depaz�me�t--To�r.� of Quee�,®rbz�cy, 1V"e��'"orl�: Fire Illm:shal Code# $Collected $Refunded Received from (refunded to s rt ,j ;' '' +'," !.._�_ r r A 173 3389 (190) Public Safety swr" --s A 233 2655 (230)1Ylinor Sales DATE: `w o'�waxwt�— tun �i�lo of D.P White(Applicant) / Green(Fire Marshal) % Yellow(Bldg. Dept.) / 11i►sk&Goldenrod(Cashier's Dept.) Permit Number (town use) Town of Queensbury Application for Stormwater Management Permit Under Chapter 147, Stormwater Management, LL 4-99 THIS APPLICATION IS FOR A p Major Project KMinor Project 1. OWNER )NDIVIDUAL 0 PARTNERSHIP DASSOCIATION O CORPORATION p MUNICIPALITY DAGENCY NAME PHONE \p—00-VI1y0 MAILING ADDRESS CITY \t �� STATE FzlPCODE `\51 a 2. AGENT p SAME AS.OWNER [CONTRACTOR O ATTORNEY.:p CONSULTANT p CONTACT PERSON NAME �Ol''�ecS ` � LL VvL.�oc PHONE MAILING ADDRESS CITYQ.Q, �� STATE TZIP CODE 3 ;CONTRACTOR AMEAS AGENT NAME PHONE MAILING ADDRESS CITY STATE ZIP CODE 4 ?PROJECT LOCATION: FACILITY NAME(if not residential) SECTION .,5 BLOCK ` LOT STREET ZONING CLASSIFICATION PROPERTY IS PRESENTLY WM6NT p PARTIALLY DEVELOPED p DEVELOPED&OCCUPIED IS PROPERTY PART OF A SUBDIVISION? VNo p Yes, name of subdivision 5: PROJ'ECT DESCRIPTION PROJECT Cp�s�tic��o� ,ta \I�S�Joanl�t �Qc�ytwt.Y PROJECTINVOLVES: Earthwork/Landscaping p Tree Clearing [douse Construction or Addition 'Driveway Construction p Garage Construction p Detached Structure Veptic System p Modification of a Stormwater Device p Other L:ICRAIG\TEMPLATE&STWATAPPSITOWN STORMWATER APPL.DOC 11/2000 Page 1 of 3 .r PROPOSED USE 0 Residential (seasonal)gResidential (year-round) 0 Association 0 Public 0 Commercial PROPOSED STARTING DATE PROPOSED COMPLETION DATE aWls' DESCRIBE THE MAXIMUM SLOPE OF THE PROPERTY IN THE PROJECT AREA: 0 0-5% (Level) -10% (Gradual slope) 010-15% (Moderate slope) 0 Greater than 15% (Steep Slope) IS ANY PORTION OF THIS ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? QYes 0 No (if yes,please explain) 6. CALCULATIONS & CONTROLS TOTAL AREA OF PROPERTY ACRES ((T2)circle on TOTAL AREA OF-LAND DISTURBANCE: 3,S�o� FT (do not include area o ormwater controls) TOTAL AREA OF NEWLY CREATED IMPERVIOUS SURFACE: 3,�(DSl FT' TOTAL VOLUME OF STORMWATER TO BE CONTROLLED: Ifl /06 (see instructions) TYPE OF STORMWATER CONTROL MEASURES TO BE USED: S VL— Q �q"" Z�a v HAS AN EROSION CONTROL PLAN BEEN PREPARED? %Yes, plan is attached 0 No If no, please contact your County Soil &Water Conservation District for assistance: Warren County 623-3119 7.. SITE INSPECTION. During the processing of this application town personnel may need to visit this site for the purpose of inspecting, measuring and/or photographing site conditions: I authorize town personnel to conduct such a site inspectio 0 ye A no 1 wish to be contacted prior to any site inspection A no 8.:.CERTIFICATION I hereby affirm that the information on this form and all attachments submitted herewith is true to the best of my knowledge and belief. As a condition to the issuance of a permit, the applicant accepts full legal responsibility for all damage, direct and indirect, or whatever nature, and by whomever suffered, arising out of the project described 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 OF OWNER " DATE SIGNATURE OF AGENT DATE INCLUDE WITH THIS FORM A Site Iocati.o.n map A Project plans on`8'/2 X 11 size paper(Submit 4 of anyplans larger than 11X17) Names and legal mailing addresses of anyco-owners.of the property 0 Attachrnent A(for mayor projects only) Stormwater Control Report (for major proJects.onl Environmental Assessment Forrn`(for major projects only Failure to include any one of the required items will result in an incomplete notice and delay in processing your application. Permits and approvals may be required from other agencies. for town use only LACRAIGUEMPLATESISTWATAPPSITOWN STORMWATER APPL.DOC 11/2000 Page 2 of 3 [Approved he project is appro d own on the attached approved plans and subject to the conditions listed on e attached S e I by on 7 ZeY? Permit Expires Zoning Administrator Date CONDITIONS.OF APPROVAL ot 647 5G10V-" on F lcv\ ATTACHMENT A' to Stormwater Management Permit Application Permits or approvals regiured from other agencie Agency Permit or Approval Date Applied Date Issued Adjoining i Property Owners List all.parcels within 5001eet Tax Parcel Number Name Mailing Address L:\CRAIG\TEMPLATESISTWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 3 Of 3 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ' Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: 1 IJ PERMIT#: a �� LOCATION: j7jq LAvc— Vp qINSPECT ON: 106, TYPE OF STRUCTURE: Comments Y N N/A Footings 1 iers Monolithic Slab Reinforcement in Place i The contractor is responsible for providing protection from freezin for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place t Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: — `0 NAME: LOCATION: PERMIT#: QC�Ll—J'ag Final Survey Plot Plan Avvroved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has"been: CraigyB'rov'n, Zoning Administrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administratondoc Iron Pipe Found - 0730.40 of SO�br oF ,3, RECEIVE Niort NOV 0 9 2005 Ubky Pole 2003 OF QUEENSSURY �ced �derance Welas Wood Dock �! 62, !4, Jana<v 8 Par: 307 f Lo:3o July ,991 tcir+ca) LAKE Iron Fhpe Found� / G hi' U R► rir` 16 ; ; M 5derence Shoreline 5teep:MHWL=MEWL � (Located July 2003) 5ubdnns,on of Property owned by We George Filled point be removed r County, N ��. . Ertrast L N. Meyer ; c V __ 7 / :8 June 1914 Dock 38x38 - �� jn / 40 Dock r t /� / (� / Iron Rood ' / t o Fou Mom" Notes ad a debod 1. r. dowsm 000mo w awlNAm � Soly Text Pit ( / bm"a owww +lYwWa A sin ow bo a rwvy wrI r ►aww�a Maw41rr1 wi sM w a woN1aM / d aadwa7lOfl,wiM�wat.d 1M,lor1'bdsL'aba f of a survey for19 , • r Jane I Pipe 5ttuate In Found Town of Queensbu County of warren ,59,.43, '�' State New York N, ,r Aj u 41 Pole Scale: 1" = 20 feet Date: 28 July 2003 ,� 0) 1 I hereby cer y to the Town of Clhmmabury NOW R zed: I I August 2005 * to that this plat was prepared from an actival 69► QU: 226.15_1_1 �' Locate houxJcertify. �-*ldre p� I on the ground stNvey according to record QU: 9_1_1 (old) 1Ne�°"°� �•• LanKWOf Iron Pr � " (3 N74 a23 pe , F 3 9I 10 August 2005 Nap revised 8 January 2004 to Show propoxd dock facility 7 9� • / Derm L Diclu , L5. Date slap revised 10 February 2004 to show PnWowd dock cover. areas 4 MHWINLWL Man ,c1wg 8/11/2005 10,-53!15 AM AM EST Queensbury Building & Code Enforcement - Residential Final Inspection 1 Office No.(518)761-8256 Arrive: am/p pa t- am/pm Date Inspection request received: _ Inspector's Initials: NAME: _ - PERMIT#: ® — -,7zq LOCATION: C— DATE: Li ®� TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location resh Air Intake inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" 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 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bat oorn Fans, if no window lumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched 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./Address visible from road F'nal Electrical ite 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 10 Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/p Depart: am/pm % Date Inspection request received: _ Inspector's Initials: _ NAME: iV��psstj PERMIT#: LOCATION: Z—: dr2 DATE: TYPE OF STRUCTURE: _ Comments --- Y 1V N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake /( � 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in. or more(a)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 %" 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 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches j Garage Floor Pitched Garage fire roofing/'/<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 sq. ft.-150 s . ft. vents A,- Building No./AddreA visible ftorn road Final Electrical / Site Plan /Varianc re ui d Final Survey Plot Plan . ✓ vvl % �(j.2 >1C'f As Built Septic System/Sewer a t.Jns ction Sticker Flood Plain Certification, if re uired/ Okay to issue C/C or C/O Tem orar /Permanent t>.1" L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2 1/ 2/04 f, . Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: % - Queensbury Building&Code Enforcement Arrive: an/ D part: am,'pm 742 Bay Rd., Queensbury,NY 12804 Inspectors Initials: NAME: ,/�.� PERMIT NO.: LOCATION: — Ir{? / INSPECT ON: Z RECHECK: Comments and/or diagram Soil Type: Loam/Clay Type of Water: Municipal/Well Water _6;- Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench Depth of trenches L—,1 C Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Si7,e; Type Building to tank Tank to Distribution-Box Distribution Boxtc Fi ld/Pit " G Opening Seale /Partial End Caps Location/Separations Foundation to tank CJ ft. Foundation to absorption ft. , f Separation of Pits ft. Conforms as per Plot Plan Y N �='1 Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Si Middle Front Middle Rear System Use Statu . Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. O Main Office 176 Doe Run Road-Manheim,PA 17545 l' MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No.................................... 9 0 � 8 �yZ... ,{�® Cut-in Card No............................... Owner......................... .............................................................................................................. Location....... ............................................................................................................... ................................ Installation Consisting of.................................................... ....................�.�... ....................... .................................................................................................................................................................................... .................................................................................................................................................................................... Installed By..........�� C��. Lic.No................................................... ........................................ The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,-application shall be promptly made for inspection. Inspectors of this Company shall have the privilege_of makin ' pections at any time, and if its rules are violated,the Company shall have the right to re a thi ficat . Date................. .. .�........ INSPECTOR........ ...... ....................................... 1......................... Memher N_RP_A_.1_A_F._1. 1 -3 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ,ram r\ PERMIT #: -� LOCATION: e_ GL 1 INSPECT' ON: � - �-CZS TYPE OF STR URE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction i Pressure Test �� v Drain / Vent /X) Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head P.S.I for 15 minutes fnsulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report CCam. Office No. (518) 761-8256 Date Inspection request received: i Queensbury Building & Code Enforcement Arrive: _am/ epa m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: f'7 L.1 L.a 61 A X V CL vi INSPECT ON: UJ TYPE OF STRUCTURE: Y N N/A o CO MA �ENTN - ,Q ` ,Q "Ir s/Headers .g/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 % (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 F' e separation 1, 2, 3 hour ire wall 2, 3, 4 hour .,;,,,Firestopping;i �< L� ; - - �2��// "Penetration seated 16 inch insulation in cavity min. , Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement. . Arrive: am/am Depart: r a n/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials.x 1-A NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: 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 Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. '✓_�� ,�i Head or Air.Supply"Test v Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes I k-j u4 Cleanout every 100 feet/change of direction Water Supply Piping 65_1 1,iAp 12 3�e � Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check / Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (51 8) 761-8256 Date Inspection request e v Queensbury Building& Code Enforcement Arrive: p part: (L'2-0�. 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: ,A 4\;�� PERMIT LOCATION: �_AV\ ,F Van nJg�i INSPECT ON: -— z--c�D TYPE OF STRUCTURE: 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 Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test / D y,)T3 Drain and Vents C/ _ 5 PSI or 10 feet above highest connection for 15 minutes JaL fJ Z Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commerc' Cypper, CPVC,& O Two-Penal Insulation/Residential Check/ Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air S!!pply for Furnace Duct work sealed properly/No duct tape COMMENTS: ti- LASueHemingway\l3uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Repoit.doc November 17,2003 2- Framing / Firestopping Ins ectio Re ort Office No. (518) 761-8256 Date Inspection e e er ed: Queensbury Building&Code Enforcement Arrive: : = apart: L a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: Y\ PERMIT#: as U t 1aCz9 LOCATION: INSPECT ON: — TYPE OF STRUCTURE: &�Kraming Y N N/A C®M'1VIENTS Jack Studs/Headers / =1-\EC ✓ 14 �uL TUT Bracing/Bridging ✓ Joist hangers Jack Posts/Main Beams V" ALL FOP, Exterior sheeting nailed properly f�: tGNDK t�6 -00 CSC. Fk-bok 12"O.C. Headroom 6 ft. 8 in. ✓i ``' �°�n 'STD=�=i- E�'v`�5 Stairwells 36 in. or more Headroom 6 ft. 8 in. ✓ � ��E� R a�V FV >M\;�}� Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 /2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses r:. Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall,';" Fire separation 1, 2, 3 hour n Fire wall 2, 3, 4 hour Firestopping Z.eJP F, Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation ./. House side %2 inch oi•, 5/8 inch Type X Garage side 5/8 in Type X Ceiling/wa.IV Windowsin. (Hjbita'ble'Space/Bedrooms / O V TO \1> �L �� V 24 in. H ✓ 20 in. (W)5.7 sf ab grade � I l✓�� 1�\�.b�� `�� ove below/ 5.0 sf grade F, • {f• LASueHemfiingwayTuiIding.Codes.Inspecti on.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Town of Queensbury Fire Marshal 742 Bay Road: Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/Fireplace Inspection Report Permit# 'e. '; 'iSchedule Inspection / anytime Rough I1k-�Final- f Namc at Address toIzwl Inspectors_ Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back I side walls Joints between firebricks—'/"max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles: 4"rear,2"sides/front LINTEL,/THROAT Non-combustible material Minimum 4"bearing length each end Damper installed,minimum 8"above f/ o enin SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Y Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for / interior chimneys,I"for exterior Termination height minimum 3 feet above highest �� point of roof where it passes through,2 feet above 777 any combustible construction within 10 feet Chimney cap installed HEARTH /HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material J/ No combustible material on underside ] Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TRIM No combustibles within 6'.'of F/P opening Combustibles within 12 inches of F/P opening cannot ! ` bN C� -project more than 1/8"for each inch distance from F/P opening ) /A Q ok Ur'�k - CW( 4 f rid 2��",(i / b_ Town of Queensbury Fire Marshal 742 Say Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/Fireplace Insuection Report � Permit#;ao q Schedule Inspection /h pffi anytime Rough In / Final Name Address , , Inspector Jam•�. Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back/side walls Joints between firebricks-'/J"max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material �`� Minimum 4"bearing length each end ------- Damper installed,minimum 8"above f/ o enin SMOKE CHAMBER Walls must be solid—no hollow masonry allowed �L%� �� T Tt1�1 Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY �;� Minimum wall thickness 4"—solid masonry c6 ' ol, Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" �a Pd Minimum clearances to combustibles 2"for /�f � � interior chimneys,I"for exterior v"" 1 Termination height minimum 3 feet above highest cj�I'104 point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney ap installed HEARTH/HEARTH EXTENSION - Constructed of concrete or masonry Ci/�l�b Supported b noncombustible material / � box pP y X No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TRIM No combustibles within 67 of F/P opening Combustibles within 12 inches of F/P opening cannot -project more than 1/8"for each inch distance from n F/P opening 40�' S D Town of Queensbury Fire Marshal 742 Say Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimne /Fireplace Inspection Report Permit# '� Schedule Inspection 1 4 tea, Q pm anytime hough In_Y, _Final Name v L Address ' F& L Inspector Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back/side walls Joints between firebricks—M."max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material Minimum 4"bearing length each end Damper installed,minimum 8"above f/ o enin SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry 1� Must be lined with appropriate liner type — � G 1 V' 04 Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar � "' Minimum masonry thickness between flues 4" t� I �' V I - Minimum clearances to combustibles 2"for interior chimneys,I"for exterior ( w 1 �• Termination height minimum 3 feet above hi hesV g g X point of roof where it passes through,2 feet above s / � t any combustible construction within 10 feet ( � S �. Chimney cap installed HEARTH/HEARTH EXT SION Constructed of concrete or masonry / Supported by noncombustible material�I No combustible material on underside Minimum thickness 4"—hearth only, �y�� i f�D/� t Minimum thickness 2"—hearth extensio w' � i v� ! ( l/" "V�f 1 Hearth Extension—lb"to the front,8"to sides ��- 9(qe/ NOTE:if VP opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TRIM No combustibles within 6"of F/P opening (✓ � � � _ Combustibles within 12 inches of F/P opening cannot [� _project more than 1/8"for each inch distance from F/P opening 53 \� Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 MasonEy Chimney /Fire lace Inspection Re ort Permit# Schedule Inspection 3) am pm anytime Rough In_�j Final Name AddressPa"AkioatjInspector r55 Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back/side walls Joints between firebricks—'/."max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material Minimum 4"bearing length each end Damper installed,minimum 8"above Ep openin SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar ` Flue liner smooth surface inside,no mortar 1 N� Minimum masonry thickness between flues 4" Minimum clearances to combustibles "for interior chimneys,1"for exterior Termination height minimum 3 feet above highest .point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry - Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16" to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides 0 MA TEL/TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot_ -project more than 1/8"for each inch distance from °I [ F/P opening < 1 Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 G( Masonry Chimney /Fireplace Inspection Report Permit# 6 1 Schedule Inspection /Z[i'o 0 am in anytime Rough In X Final Name CJ Address / Q 'U 6e 7vk-? Inspector 5 Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back/side walls Joints between firebricks—'/.,"max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL,/THROAT Non-combustible material Minimum 4"bearing length each end Damper installed,minimum 8"above V o MLn SMOKE CEWUBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortarCHMNEY 4k( Minimum wall thickness 4"—solid masonry v`. `""l u.� Must be lined with appropriate liner type r 1 Clay flue liner laid with refractory mortar r () v�t7( )/�S r�-� �`�► ° �?�� Flue liner smooth surface inside no mortar / Minimum masonry thickness between flues 4"V Minimum clearances to combustibles 2"for M e " or exterior interior chimneys,1 f Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material r �� No combustible material on underside Minimum thickness 4"—hearth only v Minimum thickness 2"—hearth extension l Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TPJM No combustibles within 6"of VIP opening I Combustibles within 12 inches of F/P opening cannot -project more than 1/8"for each inch distance from (� F/P opening l7r ?n/ �L Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimne /Firculace Inspection Report /0'00 Permit# Schedule Inspection 7 o am pm an Rough In�Final Name s l.4 Address Inspector J ,5. , Yes No N/A Comments FOOTING Concrete or solid masonry j Minimum 12"thickness Extends minimum 6"beyond f/p on all sides✓.� Below frost line�� ' Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed + 8"minimum thickness—back I side walls v I `_ Joints between firebricks—V.1'max%/f Refractory mortar used on firebrick V' Minimum depth 20✓.J Fresh air intake Clearances to combustibles: 4"rear,2"sides/front LINTEL/THROAT � Non-combustible material Minimum 4"bearing length each end ti� / l� fi 1 � Damper installed,minimum 8"above Yp opening f SMOKE CHAMBER f Walls must be solid—no hollow masonry all ed Minimum wall thickness 6"including liner 7f/ j � (SiU�I. e� O-PP Firebrick lining laid with refractory mortar v CHIMNEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type . Clay flue liner laid with refractory mortar �'A` )} ( Flue liner smooth surface inside,no mortar (�rj C v y Minimum masonry thickness between flues 4" L ` Minimum clearances to combustibles 2"for interior chimneys,I"for exterior I ,� Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front 12"sides MANTEL/TRIM No combustibles within 6"of V/P opening Combustibles within 12 inches of F/P opening cannot _project more than 1/8"for each inch distance from ! , F/P opening V Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 3 '0 ' Queensbury Building&Code Enforcement Arrive: am/p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: E c NAME: PERMIT#: 6 --a LOCATION: L INSPECT ON: �( TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. `l Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate Coll ��l1 %2 (w) 16 gauge (8) 16D nails each side C C <e Draft stopping 1,000 sq. ft. floor trusses P�VZCK 40�-i::� Anchor Bolts 6 ft. or less on center r Ice and sno •eld 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 %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingWay\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: %a u Queensbury Building&Code Enforcement Arrive: a mab part: 1 /. m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. NAME: aAram° PERMIT#: LOCATION: /7 INSPECT ON: v ()41 TYPE OF STRUCTURE: Framing Y N N/A C®M MENTS 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 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center 1 ce and sno shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 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 LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 t/ L. n� Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re t r eed: Queensbury Building& Code Enforcement Arrive: a - pm ep i m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia �G NAME: �`, , \(.� �C�n152 / PERMIT#: a LOCATION: s ; INSPECT ON: TYPE OF STRUCTUF�—� II 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. /� C Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side "1 Draft stopping 1,000 sq. ft. floor trusses V) Anchor Belts 6 ft. or less on center Ic nd snow shield 24 inches from wall / Fire separation 1, 2, 3 hourJ� Fire wall 2, 3, 4 hour 'pcv- c- Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation. * `� House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X ] Ceiling/wall JQ� Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 I , i 9S� i Foundation Inspection Report - Office No. (518) 761-82.56 Date Inspection request received: 1 i. N Queensbury Building&Code Enforcement thrive: am/ Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: F Comments F _.00 o9kigs Piers Monolithic Slab Reinforcement in Place The contractor is responsible forI providing protection.from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site._ _ Foundation/W allpour 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 Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspcetion.FORMs\Foundation Inspection Report.doe January 28,2003 r ]� Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection reque t received: � Queensbury Building&Code Enforcement Arrive: an-V Depart/ am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: Gam s� PERMIT#: � LOCATION: �,� U� INSPECT ON: -7 -- TYPE OF STRUCTURE: Comments otin gs _ Y N N/A Piers Monolithic Slab Reinforcement in Place The contractor is responsible or providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pu_pr ose on site. Foundation/W allpour 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 Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHeiningway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 � U Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: q1q1,o4 'Ao Queensbury Building&Code Enforcement Arrive: am/pm D art: LqY4Sam/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: NAME: S PERMIT#: LOCATION: INSPECT ON: 9 1 00 TYPE OF STRUCT U Comments Y i 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. tion/Wallpour S � Reinforcement in Plac Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 i zbove f 6 mil poly for wet areas under slab Backfill Approva Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 I Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: am/p n Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: (fit/1 4' PERMIT#: LOCACION: _ Ail-& k V-W, INSPECT ON: 7 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 F ting Drain Daylight or Sump noting Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHomingway\Building.Codes.Inspection.FORMS\Poundation Inspection Report.doc January 28,2003 C� i Foundation Inspection Report f �� Office No. (518) 761-8256 Date Inspection request received: 711,104, .' A ern, Queensbury Building&Code Enforcement Arrive: am/p Depart: m/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: 0 NAME: PERMIT#: .At)0 'A LOCATION: INSPECT ON: ILI I()+ TYPE OF STRUCT RE: 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 thispurpose on site. oundation/Wallpour Reinforcement in Place Foundation Dampproofing undation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump oting Drain Stone: 12 inch width vflC��1 L 6 inches above footing 6 mil ly 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. LASueHcmingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 1 Permit Number MECcheck Compliance Report Checked By/Date 2000 IECC MECcheck Software Version 3.3 Release lb- Data filename:E:\MEC Check\L:AKE GEORGE.cck TITLE:The Mann Family CITY:Albany STATE:New York HDD: 6894 CONSTRUCTION TYPE: Single Family DATE: 03/05/04 DATE OF PLANS: 10/28/03 PROJECT INFORMATION: Lake George NOTES: Prepared by The OMNIA Group,Inc COMPLIANCE:Passes Maximum UA=946 Your Home=923 2.4%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2522 38.0 0.0 76 Wall 1:Wood Frame, 16" o.c. 2025 19.0 0.0 122 Wall 2:Wood Frame, 16" o.c. 3070 19.0 0.0 ' 115 Window 1:Vinyl Frame,Double Pane 978 0.330 323 Door 1: Glass 20 0.330 7 Door 2: Glass 100 0.330 33 Door 3: Glass 40 0.330 13 Door 4: Solid 20 0.350 7 Basement Wall 1: Solid Concrete or Masonry, 8.6'ht/8.0'bg/8.0'insul 1611 0.0 10.0 93 Basement Wall 2:Wood Frame,6.0'ht/0.0'bg/6.0'insul 480 19.0 0.0 24 Window 3:Vinyl Frame,Double Pane 80 0.330 26 Door 5: Glass 18 0.330 6 Basement Wall 3: Solid Concrete or Masonry,3.0'ht/2.6'bg/0.0'insul 240 0.0 0.0 78 Furnace 1:Forced Hot Air,90 AFUE Air Conditioner 1:Electric Central Air, 13 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in MECcheck Version 3.3 Release lb and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. Builder/Designer Date MECcheck Inspection Checklist 2000 IECC MECcheck Software Version 3.3 Release lb DATE: 03/05/04 TITLE:The Mann Family Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments:Roof Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments:2nd floor [ ] 2. Wall 2: Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: 1st floor Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.6'ht/8.0'bg/8.0'insul, R-10.0 continuous insulation Comments: 9ft Basement(2"rigid insul) Exterior insulation must have a rigid, opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 2. Basement Wall 2: Wood Frame, 6.0'ht/0.0'bg/6.0'insul,R-19.0 cavity insulation Comments:Basement-daylight(stud) [ ] 3. Basement Wall 3: Solid Concrete or Masonry,3.0'ht/2.6'bg/0.0'insul, R-0(uninsulated) Comments:Basement-daylight(conc) Windows: [ ] 1. Window 1:Vinyl Frame,Double Pane,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: 1 st&2nd floor windows [ ] 2. Window 3:Vinyl Frame,Double Pane,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments:Daylight windows Doors: [ ] 1. Door 1: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments:Rear Door [ ] 2. Door 2: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments:Rear sliding Door [ ] 3. Door 3: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Side french door [ ] 4. Door 4: Solid,U-factor: 0.350 Comments:Front door [ ] 5. Door 5: Glass,U-factor:0.330 #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments:Daylight door Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,90 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 13 SEER or higher Make and Model Number Air Leakage: [ ] Joints,penetration's,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC rated installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 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. [ ] 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 and cooling equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5.' Ducts outside the building must be insulated to R-6.5. 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. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. 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 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for 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) may -Zd . ZUU4 S:UUFM InO UMNIR urouP, Inc, NO-MI F. I MNIA P Inc. .' d� s rou FF jeA May 28,2004 Mr.Michael Gargiulo ,J(�N �LJ Domers Construction T0�/ �® 4 NGQU B(/ - Re: Mann Residence N�CpQERY Assembly Point,Lake George New York Dear Michael: I received your request for additional information to our plans datedi/11/04.Please note the following: 1. The riser height for all steps from lower level to f floor is 7—3/8" 2. The riser height for all steps from first to second floor is 7-5/8" 3. All treads are l U'cut with 3/<"nosing addition 4. Attached you will find a sheet with window schedule including all requested information along with light and ventilation calculations for all habitable rooms. 5. To go with the,window schedule,is a drawing with window marks which E correspond to the schedule.This should facilitate any markups you do with the town. d mA If you have questions,or require further information please call. _ ,e o Sincerely, a) t Brian Mann o CO 0) a< M N = CO � O W � O � 'L N - ov CO L U Q p N r uj u J M > X . Q m U MaY.18. 1UU4— 3:UIPM Iho UMNIA GrouP, Inc. 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No•6997=P• 2 d THE MANN FAMILY Assembly Point, Lake George, New York 5/27/04 WEATHER SHIELD WINDOW SCHEDULE ROUGH OPENING DAYLIGHT CLEAR OPEMNG IMINOOW TYPE WOTH HEIGHT GLASS VENT WOTH HEIGHT SO NOTES A 11-2"4 CASEMENT 2'-5- 4'-1 3 8' 6.22 7.26 22 1/2 µ 1 2 6.97 6.34 EGRESS B 21-2444 CASEMENT 4'-9 1/16" 4'-1 3 ' 6.22 X 2 7.26 X 2 22 1/2 X 2 4 1 2 X 2 6.97 X 2 6.34 EGRESS X 2 C 21-2028 CASEMENT 4'-1 1/16' 2'-9 311r.156 X 2 3.56 X 2 16 3/4 X 2 ZO 112 X 2 132 X 21 D 11-2036 CASEMENT 2'-1' 3'-5 3 '4.61 4.94 16 3/4 36 1 4.25 E 11-2420 CASEMENT 2'-5' 2'-1 ] B' 3.03 3.35 20 9/16 20 1 2.93 F 32X6B CASEMENT PICTURE 3'-1' 6'-1 S 8' 14.41 10 23 1/16 168 112 IM98 G 11-2428 TRANSOM 2'-5' 2'-9 3 4.31 0 20 9/I6 128 1 2 4.07 H 11-2824 TRANSOM 2'-9" 2'-5 3 B'4.31 0 23 1/16 124 1 3.93 I 11-2428 DOUBLE HUNG 2'-5 5/16' S'-5 5 8'6.71 - 4.94 25 7/16 27 15/16 4.94 J 11-2828 DOUBLE HUNG T-10 5/16' S'-5 5 10.22 5.72 29 7/16 27 15/16 5.72 EGRESS K 11-2024 DOUBLE HUNG 2'-2 5/16' 4'-9 slar 6.14 3.57 21 7/16 23 15 6 3.57 L 11-2834 DOUBLE HUNG 2'-10 5/16' 9'-5 51V 12.48 6.95 29 7/16 33 IS 6 6.95 EGRESS M 11-2828 DOUBLE HUNG 2'-10 5/I6' 5'-5 51W 10.22 5.72 29 7/16 27 15116 5.72 N 11-1616 DOUBLE HUNG 1'-TO 5/16 Y-5 5 8'118 1.93 117 7/16 15 15 16 1.93 0 11-2028 DOUBLE HUNG 2'-2 5/1C 57-5 51W 7.21 4.16 21 7/16 127 15/16 4.16 P 21-2022 DOUBLE HUNG 4'-3 11/16' 4'-5 5 8'5.61 X 2 3.27 X 2 21 7/16 X2 1 15/16 X2 3.27 X2 0 21-1624 DOUBLE HUNG '-7 11/16' 4'-9 5 '4.56 X 2 2.90 X 2 17 7/16 X2 3 15/15 X2 2.90 X2 R 21-2024 DOUBLE HUNG 4'-3 11/16' 4'-9 5/8-6.14 X 2 3.57 X 2 21 7/16 X2 3 15/16 X2 157 X2 S 21-2428 DOUBLE HUNG 4'-11 11/16 5'-5 5 '6.71 X 2 4.94 X 2 25 7/16 X2 7 15/16 X2 4.94 X2 T 21-2428 DOUBLE HUNG 4'-11 11/I6 T-5 5 8.71 X 2 4.94 X 2 25 7/16 X2 15/16 X2 4.94 X2 TEMPERED U 21-2434 DOUBLE HUNG 4'-11 Il/16 6'-5 5 '10.64 X 2 5.00 X 2 25 7/16 X2 15/16 X2 6.00 X2 V 31-2828 DOUBLE HUNG 8'-5 1/16' 5'-5 51ir 10.22 X 3 5.72 X 3 29 7/16 X3 7 15/15 X3 5.72 X3 EGRESS W 31-2430 DOUBLE HUNG 7'-5 1/16' 5'-9$ •9.35 X 3 5.30 X 3 25 7/16 Y3 29 15/16 X3 5.30 X3 X 187 SQUARE SMALL DIAMOND Y 30'SQUARE LARGE DIAMOND Z 56 1 X 70 LARGE FIXED WIDOW AA 6'X3'W ANGLE FIXED WINDOW W ANGLE BB 2030 OVAL OVAL AT ENTRY 1 2990 FRENCH DOOR 2'-9 1/16' 8'-I 2' INSWING 2 2968 FRENCH DOOR 2'-9 1/16' 6'-B' INSWNG 3 5480 DOUBLE FRENCH DOOR 57-4' 8'-1 2' INSWNC 4 43 1 4'XB' LARGE GLASS DECK DOOR 5 3-73XBD TRIPLE SLICING DECK DOORS LIGHT AND VENTILATION SCHEDULE LIGHT SF VENTCREOD SF VVNT ROOM SOFT ROOM GATHERING 407 SF 32.56 177.24 + 16.28 36.00 DINING 352 SF 28.16 50.44+ 14.08 42.60 KITCHEN 254 SF 20.32 31.00 10.16 31.00 OFFICE 1199 SF 15.92 24.96 7.96 It" MASTER RETREAT 241 SF 19.28 37.44+ 9.64 20.85+ GUEST RETREAT 199 SF 15.92 28.7 7.96 11.44 BEDROOM 3 225 SF I&CO 30.66 9.00 22.88 BEDROOM 1 227 SF 18.16 24.88 9.08 26.44 BEDROOM 2 227 SF 18.16 24.8E 9.08 HL44 � 17 L � gvee sbwy Zoning Ordinance Last Revised March 2 6.2002 SETBACKS FOR WA TERFRONT LOTS (SEE WA7FRFRONT R£S/DEN77AL ZONES SEC77OINS 179-4-030) FRONT YAW AT ROAD a W SETBACK 'FL J s ra �s ft IO tx� J 7a a L M L L:s/Z _. J SHOR£UNE SETBACK FOR WR—IA.OW FOR WR-3A OR AVERAGE SETBACK OF THE TWO ADJACENT HOUSES.WHICHEVER IS GREATER LOT WlDIH 0-50' >50'S 60' >60'AND d50' 750r AND Q4fA7ER otAGR"Ar 3r78A=As spEcnw/v m awm?reR WAirmovir telS THE r aauv.of TOM or out�S!My ^° twa� . Rd FV Boa NT9 Gba PouO Kr usw FIG. 2; �*+-'°60 ZONING ORDINANCE COMPARES " "°"'°dfi' TOWN OF QUEENSBURY `m`°" (51e) p as FIGURE 2 Englm / =: ct.-1Ja OIg— oT E.*,Mmantd Sdcntists rt0 C'w+Slra.l TOVM r •mmod tt hTwYOM 39998.00 51A 169 Haviland Road r Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 9 g Fax: (518)745-0308 1 C-L PC vED RE JUN 2 4 2005 June 24, 2005 Mr. Michael Gargiulo T BUILDING AND CODE Dormers Golden Properties, LLC 16 Harold Harris Road Queensbury, NY 12804 Reference: Assembly Point Residence Dear Mr. Gargiulo: At your request, we have prepared a biomat (Eljen) absorption system layout intended to be equivalent to the-bed absorption system with pressure distribution you had previously proposed, as shown on approved design prepared by DL Dickenson Associates, dated April 14, 2004. Attached are two sketch drawings showing system components and installation details.. These details have been prepared as an equivalent field to that previously approved and have been prepared without conducting a-detailed field evaluation of site conditions. Please contact me if you require additional information. Best Regards, i G: Thomas Hutchins, P.E. G.Thomas Hutchins,P.E. F- Z . SITE NOTES SOILS DATA e 1. IT IS THE SOLE RESPONSIBILITY OF THE TEST PIT U Z �, CONTRACTOR TO COORDINATE THE FIELD LOCATION OF 0-12" TOP SOIL a CL ALL UTILITIES WITH THE UTILITY OWNERS. �7 �i ,.F U 12-30" FINE LOAMY SAND (COMPACT) L 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT 30-76 FINE SAND LOAMY SAND W ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION, GRADING ROOTS CAD 36"+/- � .� ,.,� ,r 1 OO � AND CONSTRUCTION. STABILIZED PERCOLATION RATE - 1 MINUTES 08 SECONDS PER INCH :o �; c 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS TEST PIT AND PERC TEST BY NACE ENGINEERING - 4/14/04 7 LATERALS WITH 6 INFILTRATORS EACH ,�? o MATERIAL OFF OF THE PROJECT SITE IN A LEGAL MANNER. TOTAL LINEAR FEET OF INFILTRATORS = 350 LF50% REPLACEMENT AREA PROVIDED, WHICH WILLco USE 4 LATERALS WITH 5 INFILTRATORS EACH. °' 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES qi qi OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK. ANY ORBROUGHTRTO THE EATTENTION SOFO NS THE ENGINEER FORSHOULD BEEDIATELY R SOLUTION SEPTIC SYSTEM DESIGN BEFORE PROCEEDING WITH THE WORK. =Cil � n th � O 4 Q DESIGN FLOW - EXISTING 6 BEDROOM HOUSE WITH POSSIBLE FUTURE BEDROOM 5. THE CONTRACTOR SHALL PUMP OUT AND BACKFILL THE EXISTING ABOVE GARAGE. SEEPAGE PITS AND DISCONNECT PIPING FROM THE HOUSE. Lwu a - NEW FIXTURES TO BE INSTALLED IN EXISTING RESIDENCE.. 6 ( � ¢ �� 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS Lu - DESIGN FLOW REQUIRED 770 GPD �✓ ct Off' o u , PRIOR TO REQUIRED INSPECTIONS. REQUIRED INSPECTIONS ARE: PRIOR TO z N COVERING PUMP STATION & SEPTIC TANK, PRIOR TO BACKFILLING OF LATERALS SEPTIC TANK - USE NEW 2000 SEPTIC TANK O�o=u N �, a AND UPON COMPLETION OF WORK. { N CLUB `L 3 H 7. THE CONTRACTOR SHALL KEEP RECORDS DOCUMENTING ANY CHANGES FROM ABSORPTION FIELDS - FAILURES OF EXISTING SEEPAGE PITS MAKE HOUSE o o *- THE CONTRACT PLANS AND SPECIFICATIONS. THESE DOCUMENTS SHALL BE EXISTING SYSTEM UNUSABLE. _ o PROVIDED TO THE ENGINEER AT THE COMPLETION OF THE WORK FOR THE a PURPOSE OF PREPARING AS-BUILT PLANS. - INSTALL NEW PUMP STATION AND ABSORPTION FIELD. - SOIL PERCOLATION RATE OF SOIL = 1" IN 1 MINUTE 08 SECONDS 2,000 GALLON - 770 GAL./DAY/1.20 GAL/DAY/SF = 642 SF OF ABSORPTION AREA REQUIRED SEPTIC TANK - 642 SF / 2 FT (WIDTH OF TRENCH) = 321 LF OF ABSORPTION TRENCH REQUIRED FORT MILLER OR EQUIVALENT z w -CD • y�7.L SITE OTECTION & RESTORATION 1. PROTECT ALL AREAS OF THE SITE FROM UNNECESSARY Z c c DISTURBANCE. 5 CEO � om 2. PROTECT EXISTING TREES FROM SKINNING AND FILLING m 8- AROUND BASE. 9 00 C 3. PROTECT ALL ASPHALT ROAD AND DRIVEWAY SURFACES GARAGE MN (Y I1 z o `n w 0 FROM DAMAGE BY CONSTRUCTION EQUIPMENT. I 8 8 4. UPON COMPLETION OF SEPTIC SYSTEM INSTALLATION, W/ FUTURE I �� w oc �` } W w BEDROOM tit GGo aZ 'JO-4 ROUGH GRADE DISTURBED PORTION OF SITE AND PLACE , Mini o o rV^1 t►� R MINIMUM OF 4" OF TOPSOIL IN ALL DISTURBED AREAS. I NEW PUMP STATION m c a o 5. FINE GRADE TOPSOIL, FERTILIZE WITH STARTER FERTILIZER �P (SEE DETAIL) f zLJJ 0 or (5-10-5 AT 40 Ibs. PER 1,000 sf, SEED WITH LOFT'S TRIPLEX �� o � Z GENERAL MIX OR APPROVED EQUAL AT 5 Ibs. PER 1,000 sf AND I ��'P q_ APPROX. LOCATION OF O MULCH WITH STRAW - OR HYDROSEED. SEEPAGE PITS TO BE v ABANDONDED cp 0 r I SEQUENCE OF WORK I Foy LL a m [� � O a z � 1. PUMP OUT EXISTING SEPTIC PITS AND DISCONNECT INFLUENT PIPING. � �. �9�, '��', Z W w � w w a H _ W Ix 3. INSTALL NEW SEPTIC TANK, PUMP STATION, REPLACEMENT ABSORPTION SYSTEM � � � � C � a ram, AND PIPING AS SHOWN AND NOTED. 0 �C F+Ay m w o w 4. RESTORE AND MAINTAIN ALL DISTURBED AREAS AS NOTED. HOUSE I }+ W/ 6 BEDROOMS GARAGE z I �.. rn z w � W � w o z I z a � a � E I w � 2'-0" 4'-0" -- 21-WI Ri a 1,W9 SS S�OPE OVERFILL TO ALLOW N SLOPED sITEs SUNNYSIDE ROAD N FOR SETTLEMENT W W O PLAN co _ EAR 12" TO 19" NOT TO SCALE FILL INFILTRATOR CHAMBER SYSTEM EQUALIZER 24 OR EQUIVALENT. M o cu cn W � 4 O Z Z PROVIDE SOLID CONCRETE � BLOCKSPLASH PAD UNDER ¢ INLET PIPE OF EACH TRENCH N PROVIDE OWNER WITH AS—BUILT MAXIMUM SEASONAL HIGH — MEASUREMENT'S TO ALL BURIED COVERS GROUNDWATER ELEVAT16W FROM AT LEAST 3 FIXED, PERMANENT APPROXIMATE OBJECTS SUCH AS BUILDING CORNERS. FINISH GRADE LEAVE 6" LONG IRON REBAR BURIED INFILTRATOR ABSORPTION TRENCH SECTION 2" BELOW SURFACE TO MARK COVER ACCESS HATCH N.T.S. INLET BAFFLEGRO O COVER � NONu SHRINK T WITH 1 ALL STRUCTURES .�� EyUNCT�IONAL GR�D D ( #2 DISTRIBUTION BOX BOX e0� GROUT TYP.) BY FORT MILLER OR EQUAL y = V'v NLIQUID LEVEL . SLOPE--- . L .�< 0�5�` .�p,N'� ►--N TV TOPSOIL (6" min.), SEED AND = " G �y UBM S�IBLE , 1/8 PER FOOT =. . c MULCH SEPTIC SYSTEM AND ALL ALL OUTLET INVERTS VC N PUMP OR O DISTURBED AREAS IMMEDIATELY 2,000 GAL. SEAMLESS 'g` ` 12 MUST BE ggET AT r // AFTER INSTALLING SYSTEM u INLET & �' PEA EXACTLY Tl-IE SAME ALARM ON41L SLOPE 1 2" PIPE04 SEPTIC TANK BY FORT �� OUTLET �,� GRAVEL ELEVATION. LEVEL BOX ON PUMP ON �•'. � �� w FINISHED GRADE MILLER OR EQUALa BAFFLES DISTRIBUTION 80X BACK TO PUMP STATION 'd o ►+ o Nor scuE PEA GRAVEL AND USE SPEED I Qs 60" MAX. c LEVELERS ON ALL OUTLETS;. PUMPS OFF .i:: c�v CH CK 'V VE h—� ADJUST SPEED LEVELERS _ LIQUID DEPTH WITH WATER. 1r:.::•:• ^, . .....•. .� 19" MAX 1—��( - _ '•.: .'• .,• . . .. . . TROWEL FINISHED .11 I I I i I•,� . . , . INSTALLATION OF DISPOSAL FIELDS 4'-0" I.D. PRECAST CONCRETE w c�12 MIN. �� MINIMUM 2x WIDTH MANHOLE WITH INTEGRAL BA MERCURY FLOAT EFFLUENT PUMP ,x MAXIMUM 4x WIDTH—, AND FLAT SLAB TOP. SWITCH WITH (USE SEWAGE PUMP 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AS MANUFACTURED BY FORT MILLER WEIGHT TYP. IF PUMPING INTO w �j INFILTRATOR CHAMBERS PROVIDE 3" SAND OR o0 00� AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. OR EQUIVALENT ( ) SEPTIC TANK) CO PEA GRAVEL UNDER TANK—'$°� SEPTIC TANKS DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND (NO LADDER RUNGS) my IQ ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND SEWAGE PUMP STATION BOTTOM OF TRENCH TO BE LEVEL CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. BOTTOM OF TRENCH 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS 017 THE NEW YORK 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS NOTES: STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 1. IF PUMPING INTO SEPTIC TANK, PUMP TO BE RATED FOR RAW SEWAGE. 1. BOTH ENDS OF INFILTRATOR CHAMBERS MUST BE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. PUMP TO BE 1/2 HP GOULDS MODEL 3886WS05 OR EQUAL. 3. AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. Date: APRIL 23 2004 CAPPED WITH END PLATES SECURED TO CHAMBERS 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED 2. AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT 2. ALL LATERALS TO BE OF EQUAL LENGTH. GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN 3. MAXIMUM TRENCH LENGTH IS 60 FEET. ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS SMEARED SECTIONS OF TRENCH. NECESSARY TO ACHIEVE A STABLE FOUNDATION. Scale: AS NOTED 4. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS INFILTRATOR ABSORPTION TRENCH PROFILE SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE N.T.S. CONDITIONS. THE PIPE SHALL BE LAID WITH THE HOLES DOWN IN ALL CASES. 5. ALL DISPOSAL FIELDS SMALL BE GRADED TO SHED RAINFALL (1, s2 AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY e�7, e> FROM THE DISPOSAL FIELD. 6. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS. BFEET 1 OF 1 _ i 1 &L_ 0' c `� c OF- G F::v,�� TiA C-t2 1.�FO 1: 3 TAPER AREA, USE 60' ELJEN IN-DRAIN WASHED CONCRETE SYSTEM FILL TRENCHES, INSTALLED LEVEL SAND AREA ad ° d v e 12" MIN d ° o n n d v a n n c n da °. 24" MIN a d' ° ° n n v c 4 v na a a. d n 4 v d. 27'f ° n c d v n n v 12" MIN 75'f TOWN OF QUEENswRY EL]EN IN-DRAIN ABSORPTION BED CONFIGURATION BUILDINGAND N.T.S. OF NE h � I Cr c`( ,r7 76 4' TRENCH TYPICAL ABSORBTION TRENCH SPACING (2) ELJEN IN-DRAIN REQUIRED EACH 60' LONG 6" MINIMUM TOPSOIL ON ENTIRE FILL SYSTEM FILL MATERIAL WITH AREA; SEED AND ESTABLISH TURF IN-PLACE PERCOLATION RATE OF 5-10 MIN/INCH; MECHANICALLY TAPER AREA - MAXIMUM SLOPE 1:3; STABILIZE WITH TRACKED SYSTEM FILL ALL AROUND y y 4" y y y y y y EQUIPMENT y y y y y y ILI 12 MIN -_-�} , ;�- 24 MIN :-*- 1 MAX SLOPE y 6" MIN i-Li -=I I -_ I = I I I-d I El I III- 1 -_ - - - -III-- - - - - - - - - - - - J WASHED CONCRETE SAND EXISTING CONFORMING TO NYSDOT USABLE MATERIAL SPECIFICATION 703-07 EUEN INI-DRAIN ABSORPTION BED SECTION N.T.S. SUITABLE BACKFILL-\ HOLES 5 & 7 O'CLOCK (COBBLES, ROCKS TO BE REMOVED) FINISHED GRADE TOPSOIL 4" 0 PERFORATED PIPE 10-17" GEO-TEXTILE COVER BANDING STRAPS 23" MIN. 30" MAX. ---- �P OF NEW IN-DRAIN UNIT � b HUT 6" MIN WASHED CONCRETE SAND `r 36 CONFORMING TO NYSDOT 6" MIN SPECIFICATION 703-07 067 is EUEN IN-DRAIN TRENCH SECTION N.T.S. 1 Iron Pipe 3ndn ds /V/F of 8 . , 323 S � 0 806b� j 40 (:) m,/ { 413 325 3 2 to e shore Utility Pole 0 To be Removed 3 O �2M { FTC �� •��) � '� t, /' .F � , ' ) i 330 330'-- 33) 3 �'Wood �, , �. ti� f � ��, rr� w ='t k":- - Dock 335 � 1 f } ' Iron Pi e Found 0 4 I i 5horeline 5tee : MHWL= MLW ' if (Located July 003) Deed Reference -,�- I f i I led point t be removed Sigmund Weiss to 3 �'/ ' / �►� ' / ' ' ry i - 8' �' I I �� / / / , �f ,— — __ _ 0 Jane Mann Book: 828 Page: 307 Dock 38x38 �S Date: 30 July 1991 (circa) M 0' / Cam , ; � , _ � , 00 3 X: j' � ' jf ^� i l 147G -F- 5F \� �� ' r; OCR ; _ Rod Iron C foun DDU � -- i Unly""L �/ 1 I l i l '�� f _ i / / RECEIVED t."O �� / i 1 1 / uc� ao has sa�ue �ip I� ask n, © t' / 01 APR 2 6 2004 if G uasaidai q�i � y r � i TOWN OF CUEENSBURY Prp o5ed H ous �=4000±sf , , ; Ma Referenc6ELD—IN a mU CODE a�uapIna MeSI, (Map of) 1 r� / � t / ro I First Subdivision of Property owned %f b the Lake Geor e Assembl at e5 I t,�, Y g Y It A m -P rn - k -sse by o t-on La e George, c�0 Warren County N.Y. ! �` j / ; _ / / by: Ernest L. H . Meyer of a 5urve for j ' / �► date: 8 June 1914 1 SOO� Jane Ma -Conc. 5eptic ,` Ir n Pipe t Mapping Notes 5ituate in Found, / 4 hlTf�1�p 5tdtlOt1 _ _ `j l / I • ''° °� Town of QueenSbu Count of Warren p r Note. Only title surveys bearing the maker's y ( I OOC �� (� embossed seal should be relied upon since tate. New York �-' 2 1 n / 1 other than embossed-seal co ies may contain 5 0 f. ,2, PvC Effl ent Imes / C�/ Utili Pole p y 3f � �/ ! / unauthorized and undetectable modifications, 5c a l e. � fee Date 2 8 July 2 003G ;�-? deletions, additions, and than es. Area , _ 5F , • I 9' s� Map t '�, �� / / ' CO Note: unauthorized alteration or addition to a survey map o lake 1 k; J (� bearing a licensed land surveyor's seal is a violation �•� ,� o� Shor I 0 J of section 7200, 5ub-divi5ion2, of the New York State ( Surveyors Engineers e ` �"� � u+�GeortGe, N Yowc 12845 hgts � 327 i\ ` , '; Education Law. �F of Rob I rots PI pe Aert0 Frvlen 3 � '� Found 8r5 3 3 0 00 `�� V V �. • _ QU: 22C. 1 5 11 Map revl5ed 8 January 2004 t0 show proposed dock facility I _ _ Map revised 10 February 2004 to show ro o5ed d occ cover, areas M H WUM LWL '~ i QU: 9_ 1 _ 1 (old) MISSION ` elan ,adWg 7 / 29 / 2003 2 : 53 : 03 PM PM EST 2 51 Cap all pressure lateral ends 1 1/2" Lateral with 5/1 G" holes every 36" lip 2 . 51 26.5' 90 ells26.5' Cap all pressure lateral �nds 58'- (Tots l) 2 . 5 1 2"Manifold 2 6 . 5 of I f/2- T pointing down to drain Bleeder hole Pressure line below frost \ " � 1/4" must be rising beneath bed to ma;lifOld F] O 2 d l a . Manifold 51 provided @ l bottom bed Cap all pressure lateral ends Cap all pressure lateral ends 1 1/2" lateral Qa 11 1 I 5/ 1 6 dia.orifice5 A 48� —� 26 5' with 5/16"holes (2" Pr 2 - 5 - 2" Pressure line from wet well, below frost or Mack draine �`-- 2" Pressure line from Wetwell or both Optional topsoll- Bed Dimensions with PI In La out to be used with —,-- Eave gutters drained Into trench . e Location Stake • _ _ 51 ope to dram ,• { Grade � °� as _.= •=.,.t n,,,..-:. :,; Manhole z 24" AF3S .papered Hole Plug Manifold Schmatic p ._: with Handle (Typical) Perforated.°. y. '"' ` q Q Backfill with G" to 1 2" insitu soil Geotextile cover +� P.V.C. r:� : :• PerForated @ 2 5/ 16ilia@36 Union •Check valve- oth pu ps a ° 4•3 ...' ; .°; . a ° G 6 Below frost Vor in Inlet, With exterior roof vent ° Pull chain - M I nsltu sol l _ o Undisturbed Flectr I s c ° m5itu soil ° 10 NOTE: U5e Goulds Pumps (2) F ir a Valve 4" C with glue joints Cro55 5ectlon 2.5' 5' 12.5' Model 388G, W50512A Pup .ALARM5cn Tumpm - ON Section through Bed Moto 8 3/ ON j Set level on 12"minimum t ) 8 3/4'. /4 #2 Stone 3 (OFF EnclincerinqCon5ideratlon� Undisturbed, . . ... .. . . ... .......................................:.: . :: : : : ::: : �nsitu Soil ... Filter Fabric 4" #2 Stone set On filter fabric BedYI.NVvt +WvM1MMNA/w .vvttwlf+nMWw^.1. MM',lvn^.a.wvJtt.^^P:+vw ANlnnN '+..rJvi..n.MAninf✓Vlnswv v.A.tP.nlltrt^r, __ ._ PUMFQ051ncj) Static�n I00 allJn) 3� 4fU5e 5 min./in. �c�� on �,ate24" Perforated ASS -lactic Pipe -Set level #2 Ito"e0.95Applicatlon rate (Table PUMP5 bedrooms Duplex Alternatiricj Proposed re5+dense.• 5 With water saving dev+5e5 = 110 Gallons/Day/Bdrm 10% length Total DC51cjn Flow = 5 bedrooms @ 110 cybdrm/d = 550 gal ./day Length Bed Size = 550/0.95 = 347 SF, U5e 10 x 35 = 579 5F I-ongitudinal View U5e 4- 1 i /2" diameter laterals with 5/ 1 G" diameter orifices spaced @ 48" (4'). Each lateral 15 2G. 5' Ion9 from the 2" Center Manifold Infiltration Trench Each lateral must be end capped . All piping to be Solvent welded . Bed and laterals must be set level . Dosin volume = 550/3 = 183 Gallons Inap g Dosin tank: 25Og/ft ; 183/250 = 8 3/4" 9 of sewer (�leslgn for lands of Storm water. Jane Manim house foot print = 4000- 147G= 2524 5F Situate in Drive = 1730-550=880 5F Town of Queens Ury County of Warren I ncrea5ed Imperv+uos Area = 3404 SF • at s Stem 15 de��i Heil and approved based on the Stag o New York Default flow = 3404 x 1 . 5 = 51 OGgallon5(G8 I CF) NOTE: The wa5tew er y 9 pp Use Infiltration trench @ 56 CF per Lf installation of water conserving fixtures and a dC51gn flow of 110 gallons kale : 1 " — 50 feet Date: 14 April 2004 / . or 68 I 5G — 122 LF of Infiltration trench per bedroom. The system 15 not designed to accommodate extreme water Infiltration trench supplied -- 125 LF use fixtures, such as Jacuzzi-type spa tubs or water treatment equipment. survey a d Map by .1' i. ,�i 1� �s A55 IATM O.4 0 ure5 � PumpC)e5icjn : Installation of garbage grinders, non-c.on5ervincj water fix t r Surveyors Engineers = extreme water use fixtures 15 contrary to the approval of this wastewater LAKE GEORGE, N WYOM 12845 Total head i 7ft 212 De51 n flow = 14.3G per Layeral x 4 = 57. 2 gpm system. 9 Use Goulds Model 388G, W50512A mom QUO9 1 1 (56w)