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2015-403 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 at Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20150403-42280 Date Issued: Friday, December 30, 2016 This is to certify that work requested to be done as shown by Permit Number P20150403-42280 has been completed. Tax Map Number: 227.17-1-9.4 Location: 27 SUNNYFIELDS LN Owner: Joan Meyer,James Meyer Applicant: V& H Construction,Inc. This structure may be occupied as a: Demolition Only House Only By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance 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 Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY '� 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 EigiV Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150403 Application Number: A20150403 Tax Map No: 523400-227-017-0001-009-004-0000 Permission is hereby granted to: V & H CONSTRUCTION, INC. JAMES & JOAN MEYER For property located at: 27 SUNNYFIELDS Ln 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: JAMES &JOAN MEYER Demolition 24 QUEENS LN Total Value QUEENSBURY,NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications '2015-403 Demolition (house only) asbestos report coming--9/2/15 $30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 15,2016 (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 To n of eens ;/f ,f : •, eptember 15, 2015 SIGNED BY � for the Town of Queensbury. Director of Building&Code Enforcement Town of Queensbury Building & Codes Office Use Only Received DEMOLITION PERMIT APPLICATION Permit#: 2Ci5 405 SC SINO WORK MAY COMMENCE UNTIL PERMIT IS ISSUED Permit Fee Provide 2 plot plans drawn to scale, showing lot boundaries with dimensions and adjacent roads /streets. Show all existing structures on property and indicate which are to be demolished. Indicate the location of all utilities Date _7/00/5 Demolition Location 22 $ /J 4 are Tax Map ID 202, -' /2 /-7, / r APPLICANT 64// e6 v,sZ12-aG/6�I L, OWNER Ta r/7es ,l as/' , "t" Address J Q ,g4.4 /2�0_ _ _ Address Zy �ueeo 24 o✓L` e Ar/arc ,/7/Z-Z�- aeteews _7/2.15 Phone 7i/6—/.5-- Phone CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: ��'t c CS`�(�[/�� Phone: 75.4`/526 1. Person Responsible for Work Z1sll/or 1 //o�! 2. Where will demolition material be disposed? 3. All buildings to be demolished require an Asbestos Survey e��� Cev 7,5. 4. Any building substantially damaged by fire must obtain an Asbestos Removal Permit from the Depaftment of Labor 5. Asbestos Information: The Asbestos Removal Report must be filed with our office before demolition begin a) Is there any asbestos in the building to be demolished ____ Yes _ X_ No b) If Yes, our office needs the following information ____ Yes ____ No 1 Name of firm removing the asbestos License number of firm SEP 0 2 gni Indicate where the asbestos material will be disposed TOWN OF QUFFNSSURY 6. Structure Information _ BUILDING& CODES a) Indicate the structure(s)to be demolished _t' Residence ___ Garage ___ Business ___ Storage Bldg. ___ Other b) Size of Structure 66 c) Number of Stories / ff d) Foundation Type 1q2oc/c-- 4047/4=-7'-5 e) Foundation f) Structure(s) 7. Utilities Information a) Indicate utilities for this structure ___ Gas __\_ Electric ___ Propane ___ Public Water ___ Public Sewer On-site well water pump a) Have you notified the Town Water Department for public water and sewer disconnect? ____ Yes ____ No b) Have all utilities been disconnected? _`X, _ Yes ____ No 8. Signature Print Name: _fes c o e 'L 2/c 6 roc tiP Date Z47 Signature: `— v��. /� Date __2/"/ / -5—.. _tZtT Town of Queensbury Building & Codes - Demolition Permit -December 2014 FJANSON GEOLOGIC& ENVIRONMENTAL CONSULTANTS VAN VLEET, LLC E C IED V E , 0 September 11, 2015 SEP 11 2015 Mr. Jim Meyer TOWN OF QUEENSBURY 24 Queens Lane BUILDING &CODES Queensbury,New York 12804 RE: Pre-Demolition Asbestos Survey 27 Sunnyfield Lane Cleverdale,Town of Queensbury,Warren County,NY Dear Mr. Meyer: Hanson Van Vleet, LLC conducted an asbestos containing material (ACM) survey of the residential structure at 27 Sunnyfield Lane, Hamlet of Cleverdale, Town of Queensbury, Warren County, New York (See Figure 1). HVV is authorized by the New York State Department of Labor under license # 05-0220 to perform asbestos inspections, sample collection and surveys. Samples of each type of suspected asbestos containing material (SACM) were collected. All samples were collected by a NYSDOL licensed Class D Inspector, in accordance with 12 NYCRR Part 56, (referred to as Industrial Code Rule 56) and 29 CFR Part 1910. The sampling was conducted on August 20, 2015. A copy of the NYSDOL Asbestos license is attached to this letter. Methods Prior to initiating sampling, an on-site walk through inspection of the house was performed in accordance with Subpart 56-5(e) of 12 NYCRR Part 56. Building plans were not available for review. Based on the site inspection, sampling of materials was performed to evaluate for suspect asbestos containing materials (SACM). Bulk samples were collected following standard sampling procedures. The samples were placed in sealed sample bags and delivered by Federal Express to EMSL Analytical for analysis under formal chain of custody procedures. Friable type materials were analyzed by Polarized Light Microscopy (PLM) via the NY State ELAP 198.1 method. Non-organically bound (NOB) materials were analyzed by PLM via NYS method 198.6 NOB. If the NYS method 198.6 NOB was inconclusive, the NOB materials were then analyzed by transient electron microscopy(TEM) via NYS method 198.4 NOB. Inspection Results The inspection revealed a one story seasonal residential structure, approximately 1000 square feet in size. The structure was of wood framed construction, on piers, with an asphalt shingle roof. The exterior was sided with wood clapboards. All exterior trim was wood, with the exception of the roof drip edges, which were aluminum. The windows were vinyl, aluminum and/or wood framed, with no window glazing. 902 Route 146 (518)371-7940 Ciifforryark, New York 12065 Fax(518)371-5885 Pre-Demolition ACM Survey 27 Sunnyfield Lane,Cleverdale,NY Page 2 of 2 The interior construction consisted of tongue and groove pine walls, wood floors and ceiling tiles. The single bathroom was constructed with ceramic tile floor. Suspect ACM materials identified on the exterior of the house included: asphalt roof shingles, and associated underlayment (roofing felt). Suspect ACM materials identified in the interior of the house included only ceiling tiles. A sketch of the dwelling and sampling locations is shown on Figure 2. Bulk samples were collected of 1) asphalt roof shingles, 2) roofing underlayment and 3) interior ceiling tiles. Asbestos Containing Material Sampling Results A minimum of three samples of each type of suspected ACM was collected. The samples and results are summarized in Table 1 below. The Analytical results and chain of custody are attached to this letter. Table 1 Asbestos Sampling Locations and Analytical Results 27 Sunnyfield Lane,Cleverdale,NY Sample No. Type of Material Location Approximate Quantity Result (square feet) S-lA Asphalt Shingle Exterior-Roof NA ND S-1B Asphalt Shingle Exterior-Roof NA ND S-1C Asphalt Shingle Exterior-Roof NA ND S-2A Underlayment(roof felt) Exterior-Roof NA ND S-2B Underlayment(roof felt) Exterior-Roof NA ND S-2C Underlayment(roof felt) Exterior-Roof NA ND S-3A Ceiling Tile Living Room Ceiling NA ND S-3B Ceiling Tile N Bedroom Ceiling NA ND S-3C Ceiling Tile S Bedroom Ceiling NA ND Conclusions Materials are considered asbestos containing if they contain 1 % or more of asbestos. No asbestos containing materials were identified within the structure at 27 Sunnyfield Lane, Cleverdale,NY. No asbestos abatement is required prior to demolition of the structure. If you have any questions regarding this survey, please contact us at(518) 371-7940. Very truly yours, Hanson Van Vleet, LLC Kirby Van Vleet NYSDOL Class D Inspector Certificate# 92-04899 CC: NYSDOL Page 1 of 1 'Travis • Point Elizabeth island of mm e r • Bay r ,ply. ' Midille Bay Kattsktil Clevi=,rtiale Sheldon F ) Sttyg ry 113x5 • ; HCC Heck Pri $ , Istand liczrrS SITE LOCATION http:';map-grass.sty}'t<71x>.coin`tmp'3"'921.jpg 9 9,2(1 FIGURE 1: SITE LOCATION H ANSON WATER SUPPLY & 27 5unnyf ield Lane ENVIRONMENTAL CONSULTANTS Cleverdale, NYVANVLEET, LLC 902 ROUTE 146 CLIFTON PARK,NEW YORK 12065 (518)371-7940 FAX(518)371-5885 Bedroom Bedroom S-1 B S-2B A S-1A + S-2A Bathroom Kitchen S-1C S-2C Living Room Exterior Sample Location + Interior Sample Location Lake George FIGURE 2: 1st Floor Sampling LocationsIt! ATTANVLEET, LLCNSON WATER SUPPLY & 34 Nacy Lane T / ENVIRONMENTAL CONSULTANTS Town of Queensbury, NY v902 ROUTE 146 CLIFTON PARK,NEW YORK 12065 (518)371-7940 FAX(518)371-5885 EMSL Analytical, Inc. EMSL Order: 041525567 A EIVISL 200 Route 130 North,Cinnaminson,NJ 08077 CustomerlD: HANS22 Phone/Fax: (800)220-3675/(856)786-5974 CustomerPO: Jmeyer http/!www.EMSL.com cinnasblabt EMSL.com ProjectiD: J Attn: Kirby Van Vleet Phone: (518)371-7940 Hanson Van Vleet, LLC Fax: (518)371-5885 902 Route 146 Received: 08/24/15 9:00 AM Clifton Park, NY 12065 Analysis Date: 9/9/2015 Collected: 8/20/2015 Project: JMeyer Test Report:Asbestos Analysis of Bulk Material Analyzed Non Asbestos Test Date Color Fibrous Non-Fibrous Asbestos Sample ID S-1A Description Roof-Northeast Corner-Asphalt Shingle 041525567-0001 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed . PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB r 9/2/2015 Black 2.2% Glass Inconclusive:None Detected TEM NYS 198.4 NOB 9/9/2015 Black None Detected Sample ID S-1 B Description Roof-Northwest Corner-Asphalt Shingle 041525567-0002 Homogeneity Heterogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 9/2/2015 Black 2.9% Glass Inconclusive:None Detected TEM NYS 198.4 NOB 9/9/2015 Black None Detected Sample ID S-1C Description Roof-Southwest Corner-Asphalt Shingle 041525567-0003 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 9/2/2015 Gray/Black 3.6% Glass Inconclusive:None Detected TEM NYS 198.4 NOB 9/9/2015 Gray/Black None Detected Sample ID S-2A Description Roof-Northeast Corner-Tar Paper 041525567-0004 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 9/2/2015 Black 5.1% Glass Inconclusive:None Detected TEM NYS 198.4 NOB 9/9/2015 Black None Detected Sample ID S-2B Description Roof-Northwest Corner-Tar Paper 041525567-0005 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 9/2/2015 Black 5.9% Glass Inconclusive:None Detected TEM NYS 198.4 NOB 9/9/2015 Black None Detected Initial Report From 09/09/2015 12:14:04 ,l i Test Report 198VCM-7.30.0 Printed:9/9/2015 12:14:04 PM Page 1 EMSL Analytical, Inc. EMSL Order: 041525567 EMSL 200 Route 130 North,Cinnaminson,NJ 08077 CustomerlD: HANS22 Phone/Fax: (800)220-3675/(856)786-5974 CustomerPO: Jmeyer http://www.EMSL.com cinnasblab@EMSL.com ProjectiD: Test Report:Asbestos Analysis of Bulk Material Non Asbestos Test Color Fibrous Non-Fibrous Asbestos Sample ID S-2C Description Roof-Northwest Corner-Tar Paper 041525567-0006 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 9/2/2015 Black 3.9% Glass Inconclusive:None Detected TEM NYS 198.4 NOB 9/9/2015 Black None Detected Sample ID S-3A Description LR-Closet-Ceiling Tile 041525567-0007 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 9/2/2015 White Inconclusive:None Detected TEM NYS 198.4 NOB 9/9/2015 White None Detected Sample ID S-3B Description NW Bedroom-Closet-Ceiling Tile 041525567-0008 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 9/2/2015 White Inconclusive:None Detected TEM NYS 198.4 NOB 9/9/2015 White None Detected Sample ID S-3C Description NE Bedroom-Closet-Ceiling Tile 041525567-0009 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 9/2/2015 White Inconclusive:None Detected TEM NYS 198.4 NOB 9/9/2015 White None Detected Analyst(s) Ariel Dickens Keishla Vazquez Camila!! (00111.--4.rCamila!! Ted Young Benjamin Ellis,Laboratory Manager or other approved signatory NOB=Non Friable Organically Bound N/A=Not Applicable VCM=Vermiculite Containing Material -In New York State,TEM is currently the only method that can be used to determine if NOB materials can be considered or treated as non-asbestos containing. All samples examined for the presence of vermiculite when analyzed via NYS 198.1. -NYS Guidelines for Vermiculite containing samples are available at http://www.wadsworth.org/labcert/elapcert/forms/VermiculitelnterimGuidanceRev070913.pdf EMSL maintains liability limited to cost of analysis.This report relates only to the samples reported above and may not be reproduced,except in full,without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client.Samples were received in good condition unless otherwise noted. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of the federal government.This report may contain data that is not covered by the NVLAP accreditation. Samples analyzed by EMSL Analytical,Inc.Cinnaminson,NJ NYS ELAP 10872,PA ID#68-00367 'initial Report From 09/09/2015 12:14:04 J Test Report 198VCM-7.30.0 Printed:9/9/2015 12:14:04 PM THIS IS THE LAST PAGE OF THE REPORT. Page 2 ✓ EMSL Analytical, Inc. f ' Asbestos Bulk Building Material 20Q Route 130 North Chain of Custody Cinnaminson, NJ 08077 4 t. EMSL ANALYTICAL.INC. EMSL Order Number(Lab Use Only): PHONE: 1-800-220-3675 ., ,•..?�,c,...1. - ve ��l 5 g FAX:(856)786-5974 r Hanson Van VI LLC EMSL-Bill to:L1 Same ❑Different Company: if Bill to is Different note instructions in Comments** Street:902 Route 146 Third Party Billing requires written authorization from third party City:Clifton Park State/Province:NYZip/Postal Code:12065 Country:United States Report To(Name):Kirby Van Vleet Telephone#:518-371-7940 Email Address: kvanvleet@hansonvanvleet.com Fax#: 518-371-5885 Purchase Order:JMeyer Project Name/Number:JMeyer Please Provide Results: I IFax rThmailElilail U.S.State Samples Taken:NY CT Samples:❑Commercial/Taxable ❑Residential/Tax Exempt Turnaround Time TATO tions*-Please Check 0 3 Hour I 0 6 Hour El 24 Hour I 0 48 Hour ❑ 72 Hour 0 96 Hour I 0 1 Week I NI 2 Week For TEM Air 3 hr through 6 hr,please call ahead to schedule.*There is a premium charge for 3 Hour TEM AHERA or EPA Level N TAT You will be asked to sign en authorization form for this service. Analysis completed in accordance with EMSL's Terms and Conditions located in the AellyticaLPrice Guide. PLM-Bulk(reporting Iimitj TEM-Bulk _ ❑ PLM EPA 60018-931116(<1%) 0 TEM EPA NOB-EPA 600/R-93/116 Sectior .5.5:7; iFI ❑PLM EPA NOB(<1%) 23,NY ELAP Method 198.4(TEM) Po �, Point Count ❑400(<0.25%)0 1000(<0.1%) 0 Chatfield Protocol(semi-quantitative) cmTh- Point Count w/Gravimetric 0 400(<0.25%)0 1000(<0.1%) 0 TEM%by Mass--EPA 600/R-931116 Sectior'1, 5.5. 0 NIOSH 9002(<1%) _ __ _ _ ❑TEM Qualitative via Filtration Prep Techniques ® NY FLAP Method 198.1 (friable in NY) El TEM Qualitative via Drop Mount Prep Technique ® NY FLAP Method 198.6 NOB(non-friable-NY) Other G' ❑ OSHA ID-191 Modified CIElStandard Addition Method g Check For Positive Stop-Clearly Identify Homogenous Group Date Sampled: 2. ` ZGi 4 t 5 Samplers Name: J-,t rtV L1 Vat h yl.e.&f Samplers Signature: pd....� Zir04--- Sample #_ HA# Sample Location Material Description 5-( A. cr no-,`t-L-eces+- c.6,rlkso. e ...F.txcl...92t- i tAc—, t (3 Qc4 n or`�-�n Lt,-e9" t'p1`v- .�,r- 1ln ,'� �3�tr�req S--I C 2 ov--- - so,.`�-4n w-en1- Cc (`ei tete^ t I r S1- S In t A. 5-214 i2, - nC-7 Ft\Q Cor+n•ee '-amu" per.pe (-- 6-2-B -- S'-Z3 c2 -c - r\0-,`k-U• c v a 2A- co.^In.e: r-r- pe3LotP e d-- -Z C- 0--� - n al`t-C1-t.c 1 CC/4r\ev- 'pa e.2 9-3 A L - - ek.0��-E- . c_*.3.`t rnc, -1-,14, S-3(3 1.3 a - L10 Z - C-ec1, ,.ice. Client Sample#(s): .j-- i 14 - S j Total#of Sam•les ci JR Relinquished(Client): kiee, a.f., I,v-' Date: g/OVI5 Time: .' Jd /ph Received(Lab): 2) `- Date: -�rl-c2pi6 Time: 9...0.9 A Comments/Special Instructions: % r �C9-bcz0(..k .-1-1:.7-4v\ - L/ �c_e..in � �L,4� �S its eavtG�c.crS�(I-� �LJ- Page 1 of ages ,y - EMSL Analytical, Inc. 200 Route 130 North • . Asbestos Bulk Building Material Chain of Custody Cinnaminson, NJ 08077 4.0• EMSL Order Number(Lab Use Only): EMSL ANALYTICAL INC. ,fw� � PHONE: 1-800-220-3675 LADORATORI.PfK.UCT!•TRAR.MD ` / FAX (856) 786-5974 Additional Pages of the Chain of Custody are only necessary if needed for additional sample information Sample# HA# Sample Location Material Description b CSG Ccs iA k�5 - Cl fi m N —7flc --_7„ c (II 4,10 N (` *Comments/Special Instructions: Page 2 of Z pages I New York State—Department of Labor Division of Safety and Health License and Certificate Unit State Campus,Building 12 Albany,NY 12240 ASBESTOS HANDLING LICENSE Hanson Van Vleet, LLC FILE NUMBER: 05-0220 LICENSE NUMBER: 28463 902 Route 146 LICENSE CLASS: RESTRICTED DATE OF ISSUE: 03/09/2015 Clifton Park, NY 12065 �°1 EXPIRATION DATE: 03/31/2016 `'• t `Y: � , t t, Duly Authorized Representative—D Kirby Vanvleet: This license has been issued in accordance ss ith applicable provisions of Article 30 of the Labor Law of New York State and of the New York State Codes,Rules and Regulations(12 NYCRR Part 56). It is subject to suspension or revocation for a(1) serious violation of state,federal or local laws with regard to the conduct of an asbestos project,or(2)demonstrated lack of responsibility in the conduct of any job involving asbestos or asbestosmaterial. This license is valid only for the contractor named above and this license or a photocopy must be prominently displayed at the asbestos project worksite. This license verifies that all persons employed by the licensee on an asbestos project in New York State have been issued an ,Asbestos Certificate,appropriate for the type`of work they perform,by the New York State Department of Labor. rwoi j...0o.. s --••:,..,iO4,;,,,, Eileen M. Franko, Director SH 432(8/12) For the Commissioner of Labor STATE OF NEW YORK - DEPARTMENT OF LABOR ASBESTOS CERTIFICATE I D K VANVLEET 40110 , .4 CIASS(EXPIRES) D INSP(04�16) i 4 CERA'# 9 (Hn., r:. DMV 83 i 4i¢x' MUST BE CARRIED ON ASBESTOS PROJECTS SIIIIIIIIIIIIIIIIIII IIIIIIIIIIiI II III IF FOUND RETURN TO: ME▪MO v EYES BLU NYSDOL - L&C UNIT ▪ v) =ag: ROOM 161A BUILDING 12 `" HAIR GRY N▪M NM M IO HGT 5 ' 10" STATE OFFICE CAMPUS o ALBANY NY 12240 f.N f 6 1 i i � 1 (-, Queensbury Web Map , II B ) . 2.20 3 , z, . 7,,, z. RI. (1,..:I. Wit!y .., ..... ..:% )111 111 1 il III LC-42A Iii '...1.• t 1,11 ,„ ,..._ . LAtt""' 1 D6vv--t) (../ ,.... ,. ...,, -s. , ... ...., TOWN. OF OUE-ENSBT. _________ j LI . •,, cr BUILDING &COD j vayi _2, I Reviewed.zy: Date: , .(---- II 1 11 ,,. TOWN OF QUEE URY 1, 1 BUILDING DEPART -NT Jean Hoffman I ii Based on our limited xamina,,io compliance WR il _... with our comment .J.,ali not oonstrued as I, ----1 indicating the 0- s and specifOations are M ,, I II I full complian with the Buslprig Codes of ii f i New York Step. il II i 1 ., tf II ----1 I, i WR ! _ II I — a — li I —_—_ 1 1------t - . r II I / II II , , I ,, . / 1111 Ei...N11,3 1 ..:. I.L_igh R 11 , i ..., , IL , 7--rilLL:MAN-RD _J ) ONEIDA-OW-- t r Map is for GENERAL REFERENCE ONLY. ----, r- iz el) rinted 9/4/2015 1 : 2537 _ mrimiimmoni202 Feet Page 1/ 1 Wood Post 4' Max Spacing Geotextile Fabric _T - , (AASHTO, M 288) 3a' Mb. Backfill SID a Down S ape 24' min. Extend Geotextile Fabric a min. 6' Vert. & 6' Hcr1z Insitu Soll Silt Fence Notes: 1. Silt fence shall be placed at those locations shown on the site plan. 2. Overlap Geotextile fabric by 6 inches .and fold 'where two sections adjoin. 3. Inspections of slit fences shall be at least once per week and after rain events in excess of j inch. Repair or replacement shall be made promptly as needed. 4. Sediment trapped by the silt fence shall be'removed (and promptly disposed of) whenever significant sediment accumulation occurs. 5. Material ' (geotextlle. & post) installation, maintenance, and silt fence removal shall comply with AASHTO, M 288 requirements. 6. Slit fence shall be maintained In place untilcompletion of construction and the upslope area has been stablilzed.' _' . . - . . : l. . . 4 1 . . . � - . �'. Ir.'. i.}+..; , „j: O ,', . ,r • .. r F_ /� A• 3 U (� INFILTRATION :;BASIN - SECTION('13� ) 1-1- . . a Z I'll .3GO . �' N.T.S. I� .' o � \i,' A e ' a U '� F 0 . �.. ' ,it ,' I • �; M 1f -.r. r� � Build Berm to Create Bas/n °I' . ' m . O ( J �,� (L 7 are t� ` Compact Fll in 6' Li'ffs x m 1i State of Naw York Z �.L . Slope 2r 1 to Exist/ng Grade �'; „ I I . 1;' c� 1 l , Use Coconut Blanket (or equivalent) 4' min. Topsoll i' �6 ,�� ,�,: "� See Soil Stabilization Detail — Sheet 1 I Seed & Mulch caiman Dista ' . -, ;, — ik..t. it — .. (�\ 1 a �. VJ Robart Yanney - , . �", , : r . r — = —' — =-• — — — — 346 � u lnwald Enterprlae3. LLC .. fr 344 6 TOP OF BASIN EXISTING GRADEX;Pn " Q� 343:8' ,.1 r>..,,.,.`• Amelia Owen (� �:.j :; - — — — — — r — — — 1 2 ,�.,'r_;. _: ,--,-. �•- , '� ,.s :- 3'44 PROJECT SITE ;, p Silt fence to t3e:installed as noted. -� ; ;:..;.:.j.., - ..- -:__1 — . , • .. _ p V :.. �. ,. Installation must be completed & inspected �: ;;,:•24 min. :MOy—per..% ~v. cca Owen . — . — — — _ .: T.^; -:`` — — 342 k i1. • t0 inni demolition. :: , —� y_�,+`�^ Harold Kirkpatrick i E ,' w Tl N G R AD t•;• , I I .. °Bottom of Basin Set Level =x �. �.. ' — — .'-y; — - - — =. —T— • s. ,,_ ;_ ; : �: `T ,'- — ;•+_ : Toch I araan ;: -, : <: 340 Pl a n th o ,. Jean H ofhnan e se•o t t is to I schedu a ,.=. ac ;; 0 •..,�••:-' Jan Mo �,a f. Yn Stanawaod Devil e t +� s i Development `n f ::�• .Irisitu Soil 3 111 o the site to an demotion. c� 1•. ilo •. S 7 Luke Sears � A'` .' 'i • r of 15%Sloe P Jean a an Ho n b Hoffman y ._V. .'t ` �... LAKE GEORGE ..` • , .. . _ w.... 3''. Lake Elevation 3-23-15 = 319,05' --_ 2 iron Pipe Found7 L � I P�� 3.. I, tdward cone a. O 791 along shoreline as It winds & turns. 1�,:. I. 31. . ­��, - / I'l5 3 I, ` �I . N. �I ;' 'r ``\ Silt Fence must be installed. t�j z I gradient from all land d/sturbance. e ml- - `SS �/ . Wood Cnb Dock45tadeck �� `,. 'i k, / 2 /8 .j `N I/ ,% . (see detail) - k. i, :. .. v a. I l /0� c �� ® . N N . IN -N4 � . ® -- N ¢'I " / .� \ � ., / �# / Proposed BioFil ter �; s �. / 4'W ' 75'.92' o C . 8'L 6 "D (rte Una Ortiz _W: �`/^`\ / — .O �} X 2 X . Irl .: / ' 1/olume - 721 CF _ 1 . J / see detail below for - ,. I ` '� L l O �Meon High Water Line NOUS • �" r` Q� , . • construction• and planting notes.) .. ,�: O. � { ` . LaWn �/ 9tly Nei `. 3 t r : 1.32 Wooded ` /S: :. . .. . . Q� O Iron Pipe Found s' 3'"`_'_/� / ." r" ? cr,'rI. ,; . . O �. Q) ab _ Stone Monument Found Y `', .. s - r� 4`• , 50' Shoreline Setback : ' I . u -Below Wood Privacy Fence . � C, J ). / �'F : . /, • �. S/ 3 PROPOSED OUSE .. ; ;r' ��`^ 2' HEi7i:.`': .. , Q� :.. ...... t. Lands N/F of Owen, et al (671/561) � I Q) /. 11 . . a O �, r'' Q ^1� ... . NS r ,. .:. ................. ................ ............. 32 GRAVEL.1.'DRIVE TQ - `"'-► :.:.:: = BE REiv1 VEI.D 7001 SF , ; rI. . . , 3°sy \ .,.. . . [�.. � . Co �, :. . . ::::... . , . '�� :, .. ~ vi 1 I CIRS / s i i ) ts' r \. 111111111111...` \\\ ��\ ` 1 - <� j \ -. G o "; a' Stone Monument Found . i - - .Z ' / 2 ' . ` ___ -\ I\ a,�zs .. Gross -Lined Emergently Overflow ` - I.' t�oow c. CIRS _ ,,. 1250 '12,50" -gallon Con .rete on P! a Found t . : • .. „ i YP�: '�' . , / , /I,. g s g .... . .. , . ,, P .. . ,• ,,, . / _ /.r. �- Pum .Tank tr ffr rated . _.. .. .. _.. .__.. �._.� �... _�, _- P _ . < . Iron Pr a Found :.. N / P ; I - 1000 al/on Concrete s - .. 5,/, ". -- a . �; ! g \ Pro osed Shallow` Infiltratllon, Basin \� Se tic Tank (traffic rated r P t _-: . > ... . GARAM ' � '� ti . .. . 15'W x 21'L--x�1z�'D ..' . L' � 4' �� , �. r ' :. ... . / G'o \ I- �\ CIRS. I/OILI e. = .(, 3t: Q..'i'L' o .' 2 0 FORCE MAIN m ... 160 F .. Q3. /4 i' .. . .. ' I Q . t. 4 , . a,. w ::., I 1 . 338' (see detail above for cross ,section% . i a t;:. - 3 : U AT . - . -, . . .. i OO&V < ! 1 �.., 340 �' I 11 .. . "'t: N62o ;-.\ 342 ,. ..:,'u, .0 • 4/�3p. 1 i! \� �� / CIRS = Capped Iron, Rod Set j ca � U . - +Y � — : ,, . Area = i I ±acre / 346 6, I Lands N/F of Hoffman (1188/178), _ i 0 coC 33 {J �. �\ ,�.r X O iron Rlpe Found : ri r0 . R � ye/ � 350 '�n y �r CIRS '' e•,• 1 . . . i 1.� j .. _ � ,� �../ a' , r . .. _" . ti. `, '' 3 CIRS r ,�.. f nC 354 / / 0. 334 Wooded ��\ �,�r. �Gc� I�.. J:.'��... . .. BIOFILTER -SECTION (typ. . BF ;1 I l' ` ._ ,' / 1 21' Wooded - '_ 6 Stone M ment Found N.T.S. 4.0' V 336 1 rI - I-15'' � ` \ I •358 '. • -1 I 3 / "�� /./ 7 . . . .. , .r . ,.:. ..'-,. . . 1 � . I SOIL STABILIZATION &. I .SEED DETAIL PT ::.. / I 7 , fit '' ` 340 ( 1 ��. ® ., / e l / { r £ CIRS 1 a NN , 342 `/ . /. Use US Fabrics Inc. Straw Coconut Town of Quee sbur Zonlna Requirements 3qq f J } Blanket SCB to stabilize disturbed slopes ; L "� / / (� ( ) p / Deed to Centerline of . r : when 2:1• or greater (Install per Zone: NIRWaferfront Residential 3 pot. Wooded `\ / Cleverdale Road _ , / / ~ , manufacturer's specs). Mulch all other ,; . / /. Bk: 4467 Pg: 241 Z { 3 ``+ / , — disturbed areas. Setbacks - Fron f ; 30' / � Q 350 ~ '` — I III Rear ? ,i0 ` CiRS = Ca ed Iron Rod Set --� 4" topsoil or Silty e r PP V r:•• —III III I I ( Shoreline l= 50 (Non 'APA Rural) 352 \. Clayey Loam when specified Side 20' (60-150' Lot Width) py . . U. 6 QD / �J J ,_ :' 35 Approximate Highway do (( •� esa i�� _ _ .. ,' }, ,. ,•: _ ::;.. , mum — H ,..*.,*r.:.•,.' .�, �.•:. ;., . +..:. . , '':.:.:•:' �."" qr, d hg g 8 - Pi a Foun " axi B ,...:. ... ...... . »;,,•,,> —I I i—I I 1 I1 I III I 'i ° r ° °r 356 - • _iv A11111111111k .. — — M i ei h t 2 im '1 ir151tU 51DII - --So_Medl (see notes below) --) I I III I I' ( III III - P - /a5a K. .�+�,. :,t: — — t _ Pro osed PuraFlo Peat Biofilter ''''' III— I .I—III-III-I I, I ' i I I—) ( Floor Area Ratio (FAR) — 229 l S SEP U V I - - I II _ (4) PuraFlo Modu a z��� -l— _Stone Storage Layer- I" _I i I ( III I I i I I ( III III I Min Perm- b4ity = 75% (2) Stone Beds- (stepped) '� 0 l_ t I I-1 l t 1 o-1—) III III III I i' I III III- i _ TOWN OF QUEENSBUR°t Z =) I i—I I=I ( 1=I i I-IIII ') I I; Typical Soil Stabilization Detail consult Yawn of Q e sb y Town code De S/ze bedrooms ®440 gpd i ill �Itl �,���� _ Note., ue n ur sigh - 4 I..I 1--I I i ­l I i---- for full zoning requirements. "+ II I_ " T_� I I—III—i I I— I I—III—) I I --I I ') —) ` l''I i 1) All areas of excavation shall be stabilized In accordance with the ? • 1 OUTLET PIPE _ _ _—III—III—I I—III — III — I I {—I I I detail above _ • -_ Set 2 above bottom _ — — — — �� ' '• of Biofilter. I I—I I i—I I I - -:1 I I—I I I—I I (—I I I—III—I - t 2) All areas of excavation shall be reseeded In accordance with the - -1 I I i II I'I I i �I I I— Iii—, ; ' I following guidelines: Stormwoter Calculations: ./ ai09 (( I i I I III—) I I t a) lime area to a pH of 6.0 :.LU per acre Net increase ln, Impervious Area = 8701 SF Ql . ••• — • •• • . .. ! b) apply phosphorus free fertilizer Volume: 870 SF x 0.2 CF/SF = 174 CF a . cps "11Pfo41p� u—IL. NOTES' c) where poss/ble l/me and Pert!/Izer should be Incorporated Into Shallow ingltraflon Basin: at least top 2" of soli. I1'W x 32'L x;;'f2'b 1. Soil media layer must be 50-70% sand(<5% clay), d) mulch with 2 tons of hay or straw per acre. Volume 160' CF 50-30% topsoil(5% organic), free of stones, roots, etc. e) use the following seed mixture: . .1I 8 lbs/acre birds foot trefoil BloFilter: .if u 2 Stone must be washed 1 5-2 inch diameter rock 4'W x 2t L x 6"D I, 3. Rain garden must be landscaped with water tolerant, native, non-invasive plants. I ,. I I. t. I:: j. 15 lbs/acre creeping red fesque 10 lbs c eperennial a r fess / >� g `or 15 lbs/acre smooth brome gross 5 lbs/acre perennial rye grass . 10 lbs/acre birds foot trefoil Ponded Volume = 281 CF Soil Media Voll{me = 22.E CF Stone Storage,! Volume = 221 CF Total Volume 72?• CF Total Storage 'Volume = 2321 CF -, . Surface Area calculations: Existing House = 1030E SF ' Proposed Nouse = 26001 SF• Increase in Impervious Surface Area = 1570-+ SF Existing Drive = 69451• Sr . Proposed Drive = 62451 SF . • Decrease in Impervious Surface Area 700.1' SF Net increase in impervious Area = 8701 SF �`y�O1 I QgQSJpI iii/,�',', b �•� C _ i I �� J . I L.. sr Z *' w N •k • ���uupluut�r . :­. ........................ �..: ... ............. I ........ I ........ : ..... I .......... ... ; . * Iq . . IN-. IE r it �/ IE I SEP u 3 2015 , TOWN OF QUEENSBURY BUILDING & CODES Property Owner: James J. & Joan E. Meyer 24 Queens Lane Queensbury, New York 12804 Meyer, James BP 2015-403 27 Sunnyfields Lane Demolition (house only) 227.17-1-9.4 PURAFLO - N.T.S. Dry Stack Stone Retaining Wall CD Q0 a C) 20.0' 0 CD CDC -2 PL I - (4) PuroFlo Modules Evenly Spaced on Gravel Pad )OCD O I 24.5' l 3'f . .... �CD CD LlmLts of Gravel Pad Limits of Basal Area-, / 6.1 ' x 20' 15. 1 ' x 24.5' (each pad) (each bed) 2"0 SCH 40: PVC Force Main from =0. gal: Pump Station, NOTES- . OTES: • Sand miedia must meet requirements 'set forth by Anua and accepted. by the NYS-DOH. • EXisting ,or.ganic matter must be removed before placing sand media fill. • Plan Ings may be used., as desired, to screen 15.1' OUTLET Septic Tank Section Fort Miller (or equivalent) 1250 Gallon Concrete Septic Tank Manhole Rlser w/ Coker ftkv.) Dosing Note: The pump should be :calibrated to dose 104 gallons per dose every 2 hours u6mg the timed dc; paid supplied by,%r+d Na Moria. The 2• pressure line should b� I tted with a valve to allow, bade d0aimng. All ficin float elevatigns muati be detamried based on :actual r pump tank dimeretore. I 1000 Gallon Pump (Dosing) Station INLET ,an Backfill Insitu Soil (undisturbed) ase ,f2 Stone S O E_- ) U �C Property line 5 5 � ! ' z Well �::. • well 161 N Pond 100' minimum'" ! 00'mirnmum' z s Q House ' House • • 1� {: a� 4-A . o to Q o �Septic 10'ml a °-20, tank min. o� >.. Ab5orptic n fleld5 L o provide 50% exp. I' 01min o' �1 Street N r,i Concrete. .4000 PSI. Reinforcement:. ASTM A615 -Grade 60 Entrained Air. • 5-99 t� (ASTM C890) Traffic Rated (3 C3 . PUMP STATION N'. T. S. Union Disconnect followed by. DalCValve Water-tlght Riser w/Lld : Gravityy Inlet froc ST Minimum 1/4 Day Storage (above High Water. Alarm) Ckeck Valve : (w/Antlslphon - �. :. . as req`d) . O ----------- - - - --- -Hole i Alarm/Gverride Levet—•--- Flow Equalization Zone (M(n, Vol. = 1/2 Design Flow) Low-water Cut -of F Level--� rt Pump Note: Vent Nate �. Use (2) Hydromatic a Model SHEF100 • Dosing Note: The pump should be :calibrated to dose 104 gallons per dose every 2 hours u6mg the timed dc; paid supplied by,%r+d Na Moria. The 2• pressure line should b� I tted with a valve to allow, bade d0aimng. All ficin float elevatigns muati be detamried based on :actual r pump tank dimeretore. I 1000 Gallon Pump (Dosing) Station INLET ,an Backfill Insitu Soil (undisturbed) ase ,f2 Stone S O E_- ) U �C Property line 5 5 � ! ' z Well �::. • well 161 N Pond 100' minimum'" ! 00'mirnmum' z s Q House ' House • • 1� {: a� 4-A . o to Q o �Septic 10'ml a °-20, tank min. o� >.. Ab5orptic n fleld5 L o provide 50% exp. I' 01min o' �1 Street N r,i • Existing organic matter must be removed before placing sand media fill. ' • Plantings may be used, as desired, to screen i I PuraFlo modules. V 1 j . -j . 1! I i. Percolation Test Results Perc Test # I • 14min 205ec Perc Test #2 13mm 305ec Performed by D.L. Dickanson Associates 15 April 2015. All percolation tests were performed -at a depth of 12-14' and a hole diameter of approx. 121, Deep 5od Test Results The following sod testing data has been logged by D.L. Dickinson Associates, on 15 April 2015. Test Pit # I 0-12 inches, loamy fine Sand 12-72 Inches, fine loamy sand (some 5dt) Mottling. Q 24' Test Pit #2 0-8 Inches, fine 511ty sand 8-60 inches; loamy 5IIty clay U .� N( N N New I York State Health: Plan Detail.5 (3 C3 . .Department_of. . �. ` Inc to to 200 feet If well i5 down gradient'and inline o : O �. Control Panel w/Pro , Timer & Alarm • , g Des' n Parcm e ters: ... .� Daily rl1'6W':4.:.bdrm = 4'40 gPd.:: C. U U7 Application` Rate = 11-15 min/inch Gravdt,.Pad Application Rate = 0.6 gpd/SF \-Electrical conduit . GraveL Pad Application . Area = 733 :SF Sch_40 PVC Force Hain (to Pur•afla Peat Biafl(ters) Dose Volume = (9.17 g:al/unit .x 4 '• � • Units) + . Drain -back Hale (0.16'3 ; g q I /LF : x 415.L F o f 27'0 . PVC Pipe) ' = 104 c4 (for cold cumates seasonal applications) / gals_ t� drain. back) _ _;> _:z�. _ C\1 _ Total'Dose._ Volume . w/ Drain Back = 12,/dqY. _ /04 �qa/.. L ',0 t�... lL . --Dose Fre u:enc q :y �o Pump: z (2) SH.EF10.0 — Hydromatic(equiv.) - V V Static Head = 31' co m a'co to Head = .70' o. Pum .--Flow' 40 GPM 70' Capproximate) "^ ap ap ................................... ►�ter��or��i� ................... Q-. .�,, `�, r �r � • Existing organic matter must be removed before placing sand media fill. ' • Plantings may be used, as desired, to screen i I PuraFlo modules. V 1 j . -j . 1! I i. Percolation Test Results Perc Test # I • 14min 205ec Perc Test #2 13mm 305ec Performed by D.L. Dickanson Associates 15 April 2015. All percolation tests were performed -at a depth of 12-14' and a hole diameter of approx. 121, Deep 5od Test Results The following sod testing data has been logged by D.L. Dickinson Associates, on 15 April 2015. Test Pit # I 0-12 inches, loamy fine Sand 12-72 Inches, fine loamy sand (some 5dt) Mottling. Q 24' Test Pit #2 0-8 Inches, fine 511ty sand 8-60 inches; loamy 5IIty clay