Loading...
BOTH-000095-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 st Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000095-2016 Date Issued: Monday, March 13,2017 This is to certify that work requested to be done as shown by Permit Number BOTH-000095-2016 has been completed. Tax Map Number: 227.17-1-31 Location: 6 WATERS EDGE DR Owner: Patricia End, Robert End Applicant: Bill Dean Creative Construction Co. This structure may be occupied as a: Demo of 1200 s.f. SFD Asbestos report received&attached By Order of Town Board Maps&Plans for BOTH-000095-2016,BOTH-000096-2016, TOWN OF QUEENSBURY BOTH-000097-2016&BOTH-000098-2016 filed in permit file BOTH-000095-2016 n 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 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000095-2016 Tax Mair No: 227.17-1-30 Permission is hereby granted to: Bill Dean Creative Constuction Co. For property located at: 10 WATERS EDGE DR 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 Owner Name: Patricia End Demolition $0.00 Owner Address: 8 WATERS EDGE DR Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Bill Dean Creative Constuction Co. 248 Sly Pond RD Fort Ann,NY 12827 Plans&Specifications Demo of 1200 s.f.SFD Asbestos report received&attached Maps&Plans for BOTH-000095-2016,BOTH-000096-2016,BOTH-000097-2016&BOTH-00009$-2016 filed in permit file BOTH-000095-2016 $30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,February 24,2017 (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 piration date.) Dated at the To f Quee ry; 4T s arch 1,2016 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#: NO WORK MAY COMMENCE UNTIL PERMIT IS ISSUE© Permit Fee Provide 2 plot plans drawn to scale.showing lot boundaries with dimensions and adjacent roads 1 streets. Show all existing structures on property and indicate which are to be demolished. Indicate the location of all utilities Date _ i'(l Demolition Location " qe Dt', Tax Map ID 2a 1J2_1___?)© Tt 41 APPLICANT V �� L.f�, OWNER Address Address Phone _��1 r � c�._ Phone --------------------------- CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: 1Phone: .__ 1, Person Responsible for Work e C 2. Where will demolition material be disposed? ' RL 3. All buildings to be demolished require an Asbestos 5urveY �ee 4. Any building substantially damaged bT-ire must obtain an Asbestos Removal Permit from the Department of Labor 5. Asbestos Information: The Asbestos Removal Report must be fled with our office before demolition begin a) Is there any asbestos in the building to be demolished ____Yes ____No b) If Yes,our office needs the following information ____Yes _—_No Name of firm removing the asbestos License number of firm Indicate where the asbestos material will be disposed 5. Structure Information E' a) Indicate the structure(s)to be demolished _--Residence ___ Garage —_— Business ___Storage Bldg.___ Other 12-0 C) b) Size of Structure c) Number of Stories d) Foundation Type e) Foundation f) Structure(s) 7. Utilities Information a) Indicate utilities for this structure__Gas _ Electric _L Propane ___Public Water ___ Public Sewer _Y,.. On-site-well water pump Kca<e_ WC:Lte_y- a) Have you notified the Town Water Department for public water and sewer disconnect? ____Yes _ No NfA b) Have all utilities been disconnected? _ Yes ____ No B. Signature t Print Name: — --L� 1. --- --------------- Date _ _ ' =_ Signature: — Date Town of Queensbury Building& Codes-Demolition Permit-December 2014 REATIVE ONSTRUCTION OMPANY 248 Sly Pond Road Fort Ann, NY 12827 (518) 792-4213 n 'EC " E IV E D 2 1 24k LO I s. 2 -24-2016 RE: Structure Information 8 Waters Edge Dr. 2,176 sq. ft.. footprint—one a n d one half story house with cement block crawl space and two car attached garage on slab 750 sq. ft. footprint—one story guest house with cement block crawl space .600'' q s ft. footprint—one story two-car garagewith slab on grade .20:sq--­ft._footprint—one story storage shed with no foundation 10 Water Edge Dr.. 1,200 sq. ft. footprint—two story house with slab on grade EAT V E � UCTIO OM PANY 248 Sly Pond Roar{ Fort Ann,-NY 12827 RECEIVED 9 -9- 2015 (518) 792-42 .3 RE: Representative Authorization Form 1 authorize the person named below to act as my agent in all matters relating to this project (see below), any associated permitting and approvals that may be required. I acknowledge that all contact regarding this project will be through my authorized representative. I understand that I am ultimately responsible for the accuracy of the information provided and for compliance with all terms and conditions of any permit or approval issued. Authorized Representative: William J Dean Creative Construction Co. Inc. 248 Sly Pond Rd. Fort Ann, N Y 12827 Office and Fax 018-792-4213 Cell 518-796-0286 Email bill latcreativeconste netzero.net Proiect Site: 8 & 10 'Maters Edge Queensbury, N Y 12804" Tax Map No. 227.17--1-30 Tax Map No. 227.17-1-31 Signatures of Landowners from current Deed of Record: Date. Signature pf Authorized Representative: _ , Date*-. �+ti f 'V r TOWN OF QUEENSBURY BUILDING & C EPT. Reviewed B ANsoN y GEOLOGIC & ENVIRONMENTAL CON5ULTANTs AN VLEET, LLC November 23, 2015 TOWN O QUEENSBURY BUILDING DEPARTMENT Based on our limited examination,compliance ' with our comments Sf a!I rot be construed as Mr. William Dean indicating the plans and secifications are in RECE Creative Construction Co., I�.compliance with the wilding Codes of 248 Sly Pond Road ew York State. ,1 Fort Ann,New York 12827 RE: Pre-Demolition Asbestos Survey 10 Waters Edge Drive Tax ID: 227.17-1-30 Town of Queensbury,New York FILE COP Y Dear Mr. Dean: Hanson Van Vleet, LLC conducted an asbestos containing material (ACM) survey of the residence at 10 Waters Edge Drive in the Town of Queensbury, Warren Country New York, Tax ID: 227.17-1-30 (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 November 11, 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 structures 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 double 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 FLAP 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. 227.17-1-30 BOTH-000095-2016 End, Robert & Patricia 10 Waters Edge Drive Demo 1200 s_f. SFD (asbestos report) 902 Route 146 (518) 371-7940 Clifton Park, New York 12065 Fax(518) 371-5885 Pre-Demolition Asbestos Survey 10 Waters Edge Road Tax ID:227.17-1-30 Queensbury,New York November 23,2015 Page 2 of 3 Inspection Results The inspection revealed a two story, four bedroom, two bathroom, residence, approximately 2200 square feet in size. The structure was of wood framed construction, on a concrete block foundation with an asphalt shingled roof. The exterior was sided with aluminum siding. All exterior trim was wood or aluminum. The windows were aluminum framed,with no window glazing. The interior construction consisted of drywall walls and ceilings, and hardwood floors in the kitchen.The living room consisted of drywall walls and ceilings with carpet over wooden floors. The bathroom on the first floor contained drywall walls and ceilings and sheet vinyl flooring. A three season porch room was of wooden construction with a stone floor. A laundry room on the first floor contained drywall walls and ceilings and sheet vinyl flooring. The second floor contained drywall walls and ceilings throughout,with carpet over wooden floors in the bedrooms and common areas. The second floor bathroom contained drywall walls and ceilings with sheet vinyl flooring consistent with that seen in the first floor bathroom. The basement consisted of concrete floors and walls. Suspect ACM materials identified on the exterior of the structure included: one layer of asphalt roof shingles (there was no underlayment). Suspect ACM materials identified in the interior of the structure included drywall from throughout the house, mudded joints associated with the drywall, sheet vinyl flooring and associated mastic from both of the bathrooms, and sheet vinyl flooring from the laundry room(there was insufficient mastic to sample and analyze). Bulk samples were collected of 1) asphalt roof shingles, 2) drywall, 3) mudded joints, 4) sheet vinyl flooring from bathrooms, 5) sheet vinyl mastic from bathrooms, 6) sheet vinyl flooring from the laundry room. 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 10 Waters Edge Drive Sample Type of Material Location Approximate Quantity Result No. (square feet S-IA Drywall Throughout NA ND House S-113 Drywall Throughout NA ND House S-1C Drywall Throughout NA ND House S-2A Joint Compound Throughout NA ND House S-2B Joint Compound Throughout NA ND House S-2C Joint Compound Throughout NA ND House Pre-Demolition Asbestos Survey 10 Waters Edge Road Tax ID:227.17-1-30 Queensbury,New York November 23,2015 Page 3 of 3 S-3A Sheet Vinyl Floor 1"and r Floor NA ND Bathrooms S-3B Sheet Vinyl Floor 1"and 2nd Floor NA ND Bathrooms S-3C Sheet Vinyl Floor I"and 2nd Floor NA ND Bathrooms S-4A Sheet Vinyl Mastic 1"and 2d Floor NA ND Bathrooms S4B Sheet Vinyl Mastic 1"and 2 Floor NA ND Bathrooms S4C Sheet Vinyl Mastic 1"and 2 Floor NA ND Bathrooms S-5A Sheet Vinyl Floor Laundry Room NA ND S-5B Sheet Vinyl Floor Laundry Room NA ND S-5C Sheet Vinyl Floor Laundry Room NA ND S-6A Asphalt Shingle Roof Roof NA ND S-6B Asphalt Shingle Roof Roof NA ND S-6C Asphalt Shingle Roof Roof NA ND Conclusions Materials are considered asbestos containing if they contain 1 % or more of asbestos. No asbestos containing materials were identified within the residence at 10 Waters Edge Drive, Town of Queensbury, Warren County, New York. No asbestos abatement is required prior to demolition of the structures. If you have any questions regarding this survey,please contact us at(518) 371-7940. Very ftVy yours, TV o Van Vleet,LLC Jaines Gironda NYSDOL Class D Inspector Certificate#07-05263 CC: NYSDOL Attachments Ripley / - �•• ro;_ 1..•I fro.l � /� s / J� �� r�� L1 Sheldon Point IU. Bay R c hurst ro. /..y� r} Cr •+. - I o f !X11 e,ro• . fJ p•• I� 1 i� ���� 11 !�` 4 .1 4, �s,-�--;,t�1� ta� � .- - - `¢+• * Ha Famit '� "wa Islands .• a l t F ' 44lJt 4y •« %J y ! ! 32g4 _tiQ� ter+ �►37 SITE LOCATION MAP FIG-1 HANSDN WATER SUPPLY 10 WATERS EDGE bRIVE VANVLEET, LLCEWVIROWMENTAL CONSULTANTS QUEENSBURY, NEW YORK 902 ROUTE 146 CLIFTON PARK,NEW YORK 12055 (519)371-7940 FAX(518)371.5885 11!23!2015 gis-2.Warr&=unoygordwarrencollnWisMWr.htm?OID=493 Parcel Information Sheet 227.17-1-30 Warren Co Real Property COMMUNITY Queeast,ary Wetland Acres 0 TAXMAPID 227.17-1-30 Percent Wetland 0 IMPORTANT NOTICE AND DISCLAIMER LOCATION 10 WATERS EDGE DR Percent Moderate Slope 0 THIS MAP AND INFORMATION IS PROVIDED AS IS AND WARREN COUNTY MAKES NO WARRANTIES OR FRONTAGE 0 Percent Steep Slope 0 GUARANTEES.EXPRESSED OR IMPLIED.INCLUDING DEPTH 0 Percent Very Steep Slope 0 WARRANTIES OFTITLE,NON-INFRINGEMENT, MERCHANTABILITY,AND THAT OF FITNESS FOR A ACRES 0.4 BEDROOMS 4 PARTICULAR PURPOSE CONCERNING THIS MAP AND PPDESCRIIsTiON IFattil Res WATER Private THE INFORMATION CONTAINED HEREIN.USER y ASR NES ALL RISKS AND RESPONSIBILITY FOR OWNER End,Robert F SEWER Private DETERMNING WHETHER THIS MAP IS SUFFICIENT LAND VALUE 1000000 UTILITIES Electric FOR PURPOSES INTENDED. TOTAL VALUE 1343200 HEAT Hot air GIS MAPS ARE NOT.LANDSURVEYSI NEIGHBORHOOD 101 STYLE Colonial This GIS map is computer generated using dataacquiredby YEAR BUILT 1440 DEEDBOOK 3317 the Warren County Planning Department from various sources and is intended only for reference,conceptual,planning and SQUARE FEET 2220 DEED PAGE 40 presentation purposes.While we workhard to include reliable data for the stated purposes,this map is not hucaded for and STORIES 2 SALE DATE June 26,2007 should not be used to establish boundaries,Inas,locations of SCHOOL DIST Lake George Cad SALE PRICE 1750000 objects or to provide any other information typically needed or construction,excavation or any other purpose when engineered drawbpg lens or surveys are 1)required by law;2)required for any legal document or 3)needed to assure accuracy and/or that certain standards arc met.Please nom:(lure may be an issue with the scale of the map.We are aware of"problem 0 25 SO too Let and are worUng is fru IL 1"=501xCourtlyWarmCourtlyReal Property Tax-2015 Rotl. 227.17-1-28 Taft Ronald 227.17-1,27 0.14Ao Mom George 227.174.29 MAC LeFleft Stephen P 0.1 SAC .171.24 DoWd K O.Mc 227.171-30 Frei,Robert F 227.1'71-26 OAAC R AIIA Geow i MOSAIC 227.174.24 Ries,OeAd K M94AC 227,171.31 F.nd,Rotten 0.65AC httpJJg is-2 warrenco mtynyga*errerwwtygisifiWr.htrn?OID=493 1/1 11/23/ 015 DisplayPropertyt Real Property REAL PROPERTY WARREN COUNTY, NEW YORK PROPERTY INFORMATION DETAILS SPECIAL DISTRICTS Location: 10 WATERS EDGE DR - EMERGENCY MEDICAL - FIRE PROTECTION Tax Map #: 227.17-1-30 . CRANDALL LIBRARY DST Old #: 16.-1-13 NOTES Municipality: Queensbury (P/O 16-1-13 CONS.W/1 6-1-11 BY 710/274)9/6/88 Owner: EDD,ROBERT F.&PATRICIA K. Coordinate: N-1690068, E-722147 School: LAKE GEORGE CSD Frontage: 30 Depth: 0.00 Acres: 0.53 SALES Date Vol Pg Owner of Record Sale Remarks 1965-09- 459 455 VAN WIRT,ALFRED E. & GRACE 0 FR. HELMBOLD 14 M. 1986-09- 685 120 VAN WIRT,ALFRED 0 LAST WIT c/o GF NAIL BANK, 19 a• 1988-09- 734 59 BESSETTE,JOAN (DONNELLY) 1680 30 2007-06- 3317 40 EDD,ROBERT F.&PATRICIA K. 1750000 27 *This data is computer generated using information either acquired by or provided to the Warren County Real Property Tax Service Agency from various sources and is intended only for reference,conceptual planning and presentation purposes.While we work hard to Include reliable data for the stated purposes,this data and any maps shown are not intended for and should not be used to establish boundaries,lines,locations of objects or to provide any other information typically needed for construction,excavation or any other purpose when engineered drawings/plans or surveys are 1)required by law;2)required for any legal document or 3)needed to assure accuracy and/or that certain standards are met. httplAwr ntynygo,4rp/dispiayphp?id=26431 1/2 AL EMS!_ Analytical, Inc. EMSL Order: 041533755 200 Route 130 North,Cinnaminson,NJ 08077 CustomerlD: HANS22 Phone/Fax: (800)220-36751(856)786.5974 CustomerPO: Bill Dean http:l/wwtiv.EMSL.com cinnasblab@..EMSL.com ProjectlD: Attn: James Gironda Phone: (518)371-7940 Hanson Van Vleet, LLC Fax: (518)371-5885 902 Route 146 Received: 11/12/15 9:20 AM Clifton Park, NY 12065 Analysis Date: 11118/2015 Collected: 11111/2015 Project: 10 Waters Edge Test Report:Asbestos Analysis of Bulk Material Analyzed Non Asbestos Test Date Color Fibrous Non-Fibrous Asbestos Sample ID S1A Description -Drywall Throughout House 041533755-0001 Homogeneity Homogeneous PLM NYS 198.1 Friable 11/18/2015 Gray 5.00%Cellulose 95.00%Non-Fibrous(other) None Detected PLM NYS 198.6 VCM Not Analyzed PLM NYS 196.6 NOB Not Analyzed TEM NYS 198A NOB Not Analyzed Sample ID S1 B Description -Drywall Throughout House 041533755-0002 Homogeneity Homogeneous PLM NYS 198.1 Friable 11/1812015 Gray 5.00%Cellulose 95.00%Non-fibrous(other) None Detected PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB Not Analyzed TEM NYS 198.4 NOB Not Analyzed Sample ID SiC Description -Drywall Throughout House 041533755-0003 Homogeneity Homogeneous PLM NYS 198.1 Friable 1 111 8/201 5 Brown/White 10.00%Cellulose 90.00%Non-fibrous(other) None Detected PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB Not Analyzed TEM NYS 198.4 NOB Not Analyzed Sample ID S2A Description -Joint Compound 041533755-0004 Homogeneity Homogeneous PLM NYS 198.1 Friable 11118/2015 White 100.00%Non-fibrous(other) None Detected PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB Not Analyzed TEM NYS 198.4 NOB Not Analyzed Sample ID S2B Description -Joint Compound 041533755-0005 Homogeneity Homogeneous PLM NYS 198.1 Friable 11/18/2015 White 100.00%Non-fibrous(other) None Detected PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB Not Analyzed TEM NYS 198A NOB Not Analyzed [initial Report From 11/16/2015 16:26:01 Test Report 198VCM-7.30.0 Printed:11/18/2015 4:26:01 PM Page 1 EMSL Analytical, Inc. EMSL Order: 041533755 200 Route 130 North,Cinnaminson,NJ 06077 CustomerlD: HANS22 PhonelFax (800)220-3675/(856)766-5974 CustomerPO: Bill Dean tt :/ .EMSL.corn Cinnasblaba.EMSL.cum ProjectlD: Test Report:Asbestos Analysis of Bulk Material Non Asbestos Test Color Fibrous Non-Fibrous Asbestos Sample ID S2C Description -Joint Compound 041533755-0006 Homogeneity Homogeneous PLM NYS 198.1 Friable 11/1812015 White 100.00%Non-fibrous(other) None Detected PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB Not Analyzed TEM NYS 198.4 NOB Not Analyzed Sample ID SM Description -Sheet Vinyl in Bathrooms 041533755-0007 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 11/1812015 White[Green Inconclusive: None Detected TEM NYS 198.4 NOB 11/18/2015 White/Green None Detected Sample ID S38 Description -Sheet Vinyl in Bathrooms 041533755-0008 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 11/18/2015 White/Green Inconclusive:None Detected TEM NYS 198.4 NOB 11/1812015 White/Green None Detected Sample ID S3C Description -Sheet Vinyl in Bathrooms 041533755-0009 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 11118/2015 White/Green Inconclusive:None Detected TEM NYS 198.4 NOB 11/1W015 White/Green None Detected Sample ID S4A Description -Bathroom Sheet Vinyl 041533755-0010 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 11/18/2015 Yellow Inconclusive:None Detected TEM NYS 198.4 NOB 11118/2015 Yellow None Detected Sample ID S48 Description -Bathroom Sheet Vinyl 041533755-0011 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 11/18/2015 Yellow Inconclusive:None Detected TEM NYS 198.4 NOB 11/18/2015 Yellonr None Detected Initial Report From 11/1812015 16:26:01 Test Report 198VCM-7.30.0 Printed:11/18/2015 4:26:01 PM Page 2 EMSL Analytical, Inc. EMSL Order: 041533755 200 Route 130 North,Cinnaminson,NJ 08077 CustomerlD: HANS22 PhonelFaac (800)220-3675 i(856)786-5974 CustomerloO: Bill Dean htto:llwww.EMSL.com cinnasblab EMSL.com ProjectlD: Test Report:Asbestos Analysis of Bulk Material Non Asbestos Test Color Fibrous Non-Fibrous Asbestos Sample ID S4C Description -Bathroom Sheet Vinyl 041533755-0012 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 11118/2015 Yellow Inconclusive:None Detected TEM NYS 198.4 NOB 11/18/2015 YelIow None Detected Sample ID S5A Description -Laundry Room Sheet Vinyl o41,533755-0013 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 11/18/2015 Beige Inconclusive:None Detected TEM NYS 198.4 NOB 11/18/2015 Beige None Detected Sample ID S5B Description -Laundry Room Sheet Vinyt 041,533755-0014 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 11/18/2015 Beige Inconclusive:None Detected TEM NYS 198.4 NOB 11/18/2015 Beige None Detected Sample ID S5C Description -Laundry Room Sheet Vinyl 041533755-0015 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 11118/2015 Beige 3.1% Glass Inconclusive:None Detected TEM NYS 198.4 NOB 11/18/2015 Beige None Detected Sample ID S6A Description -Asphalt Shingle Roof 041533755.0016 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 NOB 11/18/2015 Black 1.6% Glass Inconclusive:None Detected TEM NYS 198.4 NOB 11/18/2015 Black None Detected Sample ID S6B Description -Asphalt Shingle Roof 041533755-0017 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 196.6 NOB 11118/2015 Black 2.4% Glass Inconclusive:None Detected TEM NYS 198.4 NOB 11/18/2015 Black None Detected Initial Report From 11/18/2015 16:26:01 Test Report 198VCM-7.30.0 Printed:11/18/2015 4:26:01 PM Page 3 EMSL Analytical, Inc. EMSL Order: 041533755 CustomerlD: HANS22 200 Route 130 North,Cinnaminson,NJ 08077 Phone/Fax: (800)220-36751(856)786-5974 CustomerPO: Bill Dean httpalwww.EMSL.com cinnasblab(a)EMSL.com ProjectlD: Test Report:Asbestos Analysis of Bulk Material Non Asbestos Test Color Fibrous Non-Fibrous Asbestos Sample ID S6C Description -Asphalt Shingle Roof 00533755-0018 Homogeneity Homogeneous PLM NYS 198.1 Friable Not Analyzed PLM NYS 198.6 VCM Not Analyzed PLM NYS 198.6 N013 11/18/2015 Black 5.9% Glass Inconclusive: None Detected TEM NYS 198.4 NOB 11/18/2015 Black None Detected Analyst(s)FU_ xrs ram _ —?5 Clarissa Turton Wayne Froehlich Benjamin Ellis,Laboratory Manager or other approved signatory NOB=Non Friable Organically Bound NIA=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:ltwww.wadsworth.org/l bcertlelaerUform lUermiculiteinterimGuidance Rev070913. df 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 goad 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 IDll 6"0367 Initial Report From 11/18/2015 16:26:01 Test Report 198VCM-7.30.0 Printed:11118120154:26:01 PM THIS IS THE LAST PAGE OF THE REPORT. Page 'l �� ._ Nip ew Yolk State Pep rtrn�ent of Labor Of i D[vls[on o I Safey and Flealth ' c y Ll 'end Qtt�fieatye: ltf ! ion State Opuull I g 12 r t' Albany,NY 12.24 A ^ As r ' SBESTOS HANDLING LICENS' � ; v'F(LE NUMBER: 05`'022 a san Vleef, LICENSE NUMBER841 , 9V2-F `14 ������ � ``` LICENSE CLASS: RESP ICS ; } DATE OF ISSUE: 03/09 2' ;1 f'f EXPIRATION DATE: 0313 ifto ark 12061 r _ Al 0 a{ 'tel 11 > 011 �,�� F'� Rj + -�rtfy�tgql�e•`.t.`... _ -—+•'•`Pi r_ J�JcY. +� �.-1' a ],1 1 ` �tl5 r r :4{�Ff (/Jj /tt'.Y//7Y • :�j-'� Drily Authorized Representative,'.`p Kir�y IVa I e . 1 r i r r sr 1' ti •:. 'r t lM,ti� his`liccuse his en issued in ac� Pf5cei�it. . r4�isi°if o 1 e 5 f the r Law of New Y r ''State end of sxo�e lta e Codes,Rules f'4 eg �tio X12_ , RRPart 5b}' }f xsxs sect tb su ®rasion or revoca'' nor a(1) w aati°n o=tate federal or oc�ii a�i±s tg tie contd c f esto pr ot,or(2)demo trate icl pf res orisibil" t e nduct of an z �m plvin hg os ,t a + -t'• Q , r 7r� 1 r,rlr c '} r Thi ' ce se i �i on for to contractorltr� aba a andtlti } ense ori avphotopy must pomp ntly display -at r asbe pfee-re-hu", o cct [°lesit ills 1 c e vermes that d 1 ecsons employed by the lie, ee on alfasbesto rojtol State kh�a re e�en4iss' ed a� estos Certificate;app oprl te`�,#o� �e,tj1p _�7 _1.cr- they perform,by t e� ew Yo tate ht o Mor. or. . } Deparim � r a: L, r 'q CFS AF r "'3.� , . • i Ni.Franico, Director SH 432 t8r12a `�`� � For the Commissioner of Labor % \ � �\�\ �� � _ _ « _ . � � � �. � . . \ , . - . � : , s< : . • . . ;� . . ���! � � `� `�� � . « \ 2r �/�/ . a \ - : �^��\\ i \ � �� � . � �%` . � • �/ t , � - . , � , i © . , / : � � y \< / • � �§\ / . - � ;� > � . \ d � , \ »�% . =y �w , \. . � . : \ 2� . . S / � � _ \ ��\ . ����+. { � • . \? \ �; / \ � �/ � � \ � � \ « » %. • : ��\�\ / � ~ a � �\� « � J, �� � � \\ ?\; - . � \ /! � j�, . . � /� �\ . � >< » � : • . , �\\� /; - § . �, «� » < � �;, . . \./ \ � �\�\\ y. . � `'° SITE STATISTICS etb ac Re. uiTef eatsTA Q LO ZONING DISTRICT: WR Sits. Development Data AreaRega►iTed Existing Proposed � � C\2LEGEND ti 1 Area 1 T Exlstirtcq.f#. Pro fs�setl Total�q. _.m_,� t —- - - LAKE GE,O G•k LOT AREA 1 . 04 ACRES ( OTS MERGED) Addition Fr 63 33 r . ,. . .. A. Building ding footprint D Front (2 JTYPICAL PROPOSED SHALLOW CATCH � '14lDENOTES . 3L�. HC B Ce#rch d GarageSETBACKS: Shoreline DDENOTES PROPOSED RIP-RAP ARMOR � z0 50 43,1031.0 53 �t 1 CQ o C. Aocessar� S1riture(a) c5Side Y rd [� jSHOREL!NE 50 00 � -=0f? 0 72 --- ,C i DENOTES PROPOSED TREE WELL Side Yard[ry]I32�fi26 3E1325DPaved,gravel or r#tP hard r@ 4% tt �25FRONT 30 _.,._ DENOTES PROPOSED S FENCE F. Porches 1 Decks 285 12 1 (-G85) 1254 Rear Yard(1) /� Rr SILT I; SIDE 25' F. Othor gar Yard[2) G. Total Non Perrrr�:abi� [Add A I� � 2 t2 Travel Corridor HEIGHT 28 SITE,. ;Ltd .A•TIO BUILDING tl� _=�_ r~�r, ... . . ' 7 �,��..o�.�� � `� ' F I leti�t[max) H. Parcel Area 60 1 a 5440 2 3 2Q - 8 - v cre (4'1.6.._.��_� � 4.�,44t� `4�i-'1=x(1 4� 2 c1 Impermeable Are of Site 1=ra/H �. c s PERMEABILITY 75 MIN Percentage I p c t ► 9 P�rrr� l3f y T Y a i. » 24, �, : lit _{ i 75.��.a �4A�,6 110parking aces ' 40IMPERVIOUS AREA 8 350 SF 18.4 ... ( ) M 93- 15,5% — PROPOSED FLOOR AREA RATIO 22% ALLOWED [ J TIV W/ WATER SUPPLY LAKE WATER APPRoxIMATE LIMITS OF DISTURBANCE XISTING ONSITE SYSTEM 5 BEDROOM _ CL WASTEWATER E ( ) STORMWATER. ONSITE __. REMVE NG ,. ,;'. 322 ANDOREPLACE I WITH EAWALL .'.'•': - PHILIP J MOYNIHAN \ R RAP SLOPEMw 1437/132 !RF 323 a".i WATER FROM LAKE SITE LOCATION MAP SCALE: 1" = 2,000' s �5g°2o 32 \� ' NATURAL STONE ISTING BIRCH TREES. N34 36'41 EWALKWAY (TYP.) 5 \ OWNER TO REPLACE 6.59 .. .... - N \ IN-KIND IF NOT VIABLE PROJECT DESCRIPTION: << � IRF � \- OF BOTH RESIDENTIAL PARCELS AT 8 4" VERTICAL PIPE WITH0ft �"� RC o SHORELINE BUFFER. GROUND BOB AND TRISHA END, OWNERS D. SEE BED SECTION�' ADJOINER'S IRF 323 � = COVER PLANTING AREA AND 10 WATERS EDGE DRIVE, PROPOSE TO REMOVE ALL THE EXISTING so• BEN DECK �'`�8, V BIRCH \ RESIDENCES AND ACCESSORY STRUCTURES ON THE TWO LOTS AND BUILD X6320• S z` E—I ,- 3 �' ¢ °� ONE RESIDENCE. THE TWO TAX PARCELS WILL BE MERGED UPON IRF r W SILT FENCE P.) / _ q ZONING/PLANNING APPROVALS. Q� a \ � � � � �' � � IT SHOULD BE NOTED THAT NEITHER EXISTING RESIDENCE IS COMPLIANT - • EXISTING WASTEWATER SYSTEM / GOP \,� / ®(� f1 FIRE PIT/PATIO WITH THE SHORELINE SETBACK STANDARD FOR THIS ZONING DISTRICT BUT CONVERTED RMWATER \ \ / TP �J TED TO STO INFILTRATION BED. THE PROPOSED RESIDENCE WILL BE SETBACK BEYOND THE PRESCRIBED our 8 \ O SHORELINE BUFFER. cR D 50' DISTANCE FROM THE LAKE. THE PROPOSED RESIDENCE WILL BE Gy ER TO DOWNSPOUT 9 �g ''' / COVER PLANTING AREA .. .. i PVC BURIED TO SERVED BY THE TOWN APPROVED EXISTING FIVE BEDROOM CAPACITY „-, STORMWATER INFILTRATION BED _ _ - ''`' RAIN GARDEN' #3 4 SOLID — �/�- '�'"�'' h WASTEWATER SYSTEM WHICH SERVED THE RESIDENCE AND GUEST " `�I _.... . PVC SDR-35 � �` ✓"•w� DET .. .. ' : � ::•:'-';c.�. � EE 1 AIL r TING AT 1% MIN. SLOPE ✓ / MAIN COTTAGE AT 8 WATERS EDGE DRIVE. A STORMWATER MANAGEMENT PORTION DOCK T RE SYSTEM IS ALSO PROPOSED IN AN EFFORT TO CONTROL RUNOFF FROM _ i N35°11'20"E RF -��' � I 17.90' THE IMPERVIOUS AREAS OF THE DEVELOPED SITE. , — 4 PROPOSED LOCATION OF NF LAKE ENTRY. r t— �+ r i , a t I �' ` I Ti��.�I I I� A I`C� x'' — T. ..,+• . \ - r� r t �_ T9N0 P A C_ I.._ ._-..J_T i , . /. ,�, a�;�� � A;x � �»�. AND SAND TRE #� �•. .� ^�•. �� X RETURN AN N R _ .. ., - .: ... ... ��'• £„ tet. — 0. RIN I �, ,,., -•: ..• 325.00 ABOVELLJ MHW ELEVATION l OUSE..,F MOUS AREA - FROM T .N _ ASE IN N., W CRE f: N29°4626"E J= - � � ���\� AY AREAS. _ _ \ ` AND WALKWAY _ - _ �.. :£. � � >z ``T � z ����� � z.;�a •`• N '-�:`•�?'"a1+" GUTTER TO DOWNSPOUT DRIVEWAY AREA, DECK/TERRACES °� � `-- _ //'� j E x LANDS N/F OP A'� L/-1 K - l RAIN GARDEN #4 CHARGr / \ :: / N ?_= RAIN GARDEN BURIED TO r HAROLD KIRKPATRICK (SEE DETAIL) - R y j ti� GEO GE ANDREW KIRKPATRICK ,y � )..'• 52 PROF0327.2 0t 5E 4 INV 324.5± N33°30'02"E —^ r ,y\ \ 325. # ON - J19.57' ; . DEVELOPMENT NOTES ' > 1 N84 DEV ., w:. w• CB#t 18.oo / ;e ;::;.•. GARAGE °J4 „w (EE DETAIL) ... 2 LHON DA TE OF SUR BEY) TF=323.40- / / .32<;.75 525.75X,*#'�zi? WILL BE FROM LAKE GEORGE WETLAND AREA - WATER SUPPLY 4' INV IN=322.00 20954.5 SQ. FEET $" INV OUT=321.55 y;yTM��" a' ' i o'" THE SITE OVERHEAD TO THE MAIN I f7.48 ACRES F — THE POWER SUPPLY WILL COME TO 3 NON-JURISDICTIONAL) / G� lP \ ,wc�? �•° \ .\\' 80 SHUTOFF IN THE PROPOSED HOUSE. _ / xx"•'\\` REMOVE EXISTING SEAWALL i t AND REPLACE WITH a h SITE LIGHTING WILL BE TYPICAL RESIDENTIAL LIGHTING WITH BUILDING / ' ,;,�, t \ \ / RIP-RAP SLOPE 8"PVC SDA-28 / /323.75 324 ;s,,' >_' MOUNTED FIXTURES AT DOOR ENTRIES, A FLOOD LIGHT FOR THE �s1F�®.51% "' " " '. ��° �� �. " PROPOSED HOUSE TO BE X� .' t� + wr..,� NATURAL STONE DRIVEWAY AREA AND A POST LIGHT FOR WALKWAY AREAS SERVED BY EXISTING WALKWAY (TYP.)� d. 5 BEDROOM (600 GPD) = i / ti:a:a v,�±•w-�ta��; o �OCJf THE LANDSCAPE PLAN AS SHOWN ADDRESSES THE SHORELINE BUFFER _ w ABsoRPTION FIELD . ,,„� 7€ . 328 _,_. •1x O /�' ��� ' 'w•' l' �� l SUN DE O 0 REQUIREMENTS. SUPPLEMENTAL PLANTINGS AROUND THE RESIDENCE WILL AND WILL BE _ N D S C A P E PLAN �� ,r '•{. / t�, LOWEST ADJACENT BE TYPICAL OF A RESIDENTIAL LA °�' / / �% • `' _ / s- GRADE 323.0± a OWNER AND LANDSCAPE CONTRACTOR FOLLOWING CB#2 / �• `' � •°``' ``' ' DETERMINED BY THE OW TF=322.81 / G ` ��y ��� � Lj '�. rL w:w ::. 4'"•-•.•. RAIN GARDEN 1 � CONSTRUCTION OF THE HOUSE 8" INV IN=321.20 3 - 1 (SEE DETAIL) DOC/ V) Cr 3 O 8" INV OUT 321.20 O % / PERMEABLEDRIVEWAY 325 p#Z 20" MAPLE Q4 a PAND EXISTING DOCK -�L1 �f // 18" MAPLE 14 MAPLE /l E ,.. 227.17-1-30 BOTH-00009 / \ e'� Q / I \ \ � „c\ 4.. o / _ , End, Robert & Patricia c APPROXIMATE LIMITS / ® DR 21 F� B awAIN - I 3 TING D.ffi 20' ASH 4" BUILDING g '�-- 10 Waters Edge Drive u Sj \ / / N SEWER AT MIN Q , c DISTURBANCE / 324 _ _ I L �YC of , _ _ _ _ — — / o sLOPE Demo 1200 s.f. SFD (asbestos report) 18" MAPLE yl 1324 •� ,,pO ^ 324 SHORELINE BUFFER. GROUND 0096-2016 COVER PLANTING AREA 227.17-1-31 BOTH-00 8"PVC SDA-2 I - — 18'MAPLE End, Robert & Patricia 39 LF 0 o.s m t; — / 8 Waters Edge Drive o 26" OAK SILT FENCE (TYP.) g 8"PVC SD � . \ 5110M :������„e,,;, R'28 1�OLF(a�0.48 Demo 2176s,f. SFD (asbestos report p LAKE GEORGEe \� 1 o ' Z �- _ 1 227,17.1.31 BOTH-000097-2016 AROUND.. ..., j..r_„...... . .. SE OW TO MODIFY EXISTING WALLS "� 8 N GUTTER T \ AND OREPLACE IWITH �WALL SEPTIC SYSTEM. WALLS TO S7 TO 4 P DOWNSPOUT - _ RIP-RAP SLOPE 8 UVateobert & Patricia 32 4"V NV=325 25± ,, - — , N83o. ., s Edge Drive BURIE TO o�' Demo 750 s.f. guest house (asbestos) BE DESIGNED BY OTHERS RAIN, GARDEN DISCHARGE a 5 S�r`11� R® PROJECT AREA PARCELS j " TF=322 66: ARAGE APPROXIMATE ATE LOCATION ONE NAOFEXIST _ _ _ F GE 227.12-1-31 & 30 E PROXIMAT = 8 INV IN=321.00 \ / / SYSTEM. REMOVE EXISTING \ 227.17-1-31 BOTH 000098 2016 E LIMITS 8” INV OUT 321.00 " \, la E OF DISTURBANCE 4" UNDERDRAIN. 8 PIPE PASSING I ri ,,, THROUGH STONE SHALL BE EXISTING BLOCK SIKUCTUKE V ---� : _ _ End, Robe & Pat c CONNECT PROPOSED FORCE PERFORATED. RECONSTRUCT TF=322.35 PROPOSED PRECAST � ' z6 r' ii�g ��t��-�;, "' 8 Waters Edge Drive MAIN TO EXISTING DISTRIBUTION STONE TO MATCH EXISTING. 8" INV IN=320.33± (NEW)_ �ti CONCRETE 1500 L , U tis g r GALLON TANK BOX. CONTRACTOR SHALL LOCATE . / " INV OUT=320.33± (EX)' � �•-� � Demo 600 s.f. gar. (asbestos report) _ THE EXACT LOCATION, 'TYPE, SIZE LANDS N F OF 12 '� V AND CONDITION OF D-BOX PRIOR DARWIN & CYNTHIA DELAPPA ADJDIAIER S HOUSE I SEL t; t 13 =y - cn TO CONSTRUCTION. i j WATER FROM 793/225 LAKE o - EXISTING_12" CMP t _ DISCHARGE TO REMAIN TOWN OF QUEENM RY BUILDING&CODES v � - SILT FENCE (TYP.) � LIL] PROPOSED PUML (REFER TO DET °® 3 GRAPHIC SCALEW z19 20 15 10 5 0 LIJ 20 40 80 I� r ' U� (!�! FEET) V 1 _ c 1 INC�I = 2-0 FT, T PARCEL A. ;— a SCALE: 1" = 200' - ' c 0 kA Lo t� !� C\2 - �� I Z- C\2 - LEGEND 02 CS ,yDENOTES EXISTING SEWER MANHOLE NJ O DENOTES EXISTING TREE 0 s co Z CQ) DENOTES EXISTING UTILITY POLE 8ITE LOCATION DENOTES SOIL TEST PIT LOCATION I • ry'y .. D ..,,,_. - LANDS NI OF 322 c PHILIP J MOYNIHAN CD IRF 14 132 7 r 323 \ WATER FROM LAKE N,34 ,36'41° "E 50 32 \ \ w UJ SITE LOCATION MAP 6.59, 'EXISTING EXISTING PAVEMENT Cm L SCALE: 1" = 2,000' \ IRF AN APPROVED LOCATION. AND DISPOSE OF OFFSITE AT �, .....-... w REMOVE EXISTING WOOD FRAME NJ Z BIRCH- u� \ o HOUSE, ASSOCIATED PORCH, ADJOINERS�AS,=E IRF �,O\ U PATIO, PORTION OF DOCK AND O arRCN DISPOSE OF OFFSITE. Z U6 DECK�63°20 S v) z\Ct1JSTER \ \' o _ I� / � \ 1 4 �' MIN 03 BIRc( I f N UTILITY POLE TO BE RELOCATED. G \ \ / TP 3 — 1 CONTRACTOR SHALL COORDINATE "v RlM< 4 �1 \ / v ` WITH UTILITY PROVIDER TO 2k — — — RELOCATE POLE i 09 , \ 10 WATERS EDGE DRIVE �i oma. 9A. / APPRO . / \ 2 STORY z zi �32a — i SEPTIC SSTEM / WOOD FRAME DOCK c REMOVE EXISTING PAVEMENT AREA 18,000± SQ. FT. AND DISPOSE OF OFFSITE AT 0.411 ACRES I �CVER HOUSE / CO E-4 AN APPROVED LOCATION. X25 TAX PARCEL 227.17-1-30 / WOOD DECK ABOVE i \ / BOAT SLIP >. — N35°11'20'E /// IRF _ I / � �. 17.90' I — 3 E I DOCK B � N OVERHA 7 9 2� / — 323 P.i7/OTO E -` R REMOVE EX _ _ _ _ SHED, ASSOCIATED EXISTING CABIN, . - \ d -' ED WALKWAYS / - W _. a, DISPOSE OF OFFSITE / ASPHALT _ M. // AN f N294 "E � 323 REMOVE EXISTING rt 18.0 GER LANDS OF r , LJLJ WED OW 00 f-®- HAROLD KIRKPA TRICK - ry: t ANDREW KIRKPATRICK 18 2' j ' GEORGE N33 30'02"E 7i r L - == ���_ N84 LAKE ELEVATION — 319.5 18.00' " ...... .. ..... .... . .�.,fs8 (ON DA TE OF SURVEY) U1 WETLAND AREA 20954.5 SQ. FEET �/ �P \�rP#1 . . CONTRACTOR SHALL HAVE LICENSED / F� " 8 20 MAPL REMOVE EXISTING WOOD FRAME _. 6.48 ACMES u_ /����p / j \ WgTfRS ED �- _ SEPTAGE HAULER PUMP OUT EXISTING TANK. HOUSE, ASSOCIATED PORCHES, NON-JURISDICTIONAL \ y�< O G f — - PATIOS, WALKWAYS AND DISPOSE TANKS SHALL BE REMOVED AND DISPOSED OF G �'OO 'OR, OFFSITE AT AN APPROVED LOCATION. FILL AREA / R / — — Si' \ Rq y� OF OFFSITE :A. WITH APPROVED CLEAN SAND., HOUSE \ o w T O PO — D0 `n z. _. 323 u.. . — — / / Q y 1 ® N fC MAPLE APPROX. D K . .... �, G TANK 4 = C / � ,,, Q fR C � Y REMOVE EXISTING GARAGE / < 1� / __.._..__ OFFSITE �(� ` � � r`� (___- l Q ` �:� _' -` LL o OF �/ / \ AND DISPOS ... :.:... .... G� � /7 � \ 'yam � � � ... rP 2 �� DOCK O o I' PPROX. FORCE MAIN # 20 LE 0 18" MAPLE14" MAPLE Z CONTRACTOR SHALL HAVE LICENSED SEPTAGE W \ \ i 14"ASH / HAULER PUMP OUT TWO (2) EXISTING TANKS. TANKS SHALL BE REMOVED AND DISPOSED OF Gq,?4 f \ // / ) 20" ASH ' 1 OFFSITE AT AN APPROVED LOCATION. FILL AREA \ AZEB� WITH APPROVED CLEAN SAND. n \ \ - - - - - - ~ 18" E 1yy r AREA 27,440-± SQ. FT. i - — — — 0.631 ACRES e TAX PARCEL 227.17-1-31 i � 18" MAPL REMOVE EXISTING GAZEBO "c AND DISPOSE OF OFFSITE N 26" OAK r /„ REMOVE EXISTING FORCE MAIN Z \\ 52 '5 W e`er 14 MAPL AND DISPOSE OF OFFSITE 3 S7$°38 28„ 187.02 323 --�, a� 32� /V83 07' L \ �\ e GAR CONTRACTOR SHALL REMOVE ALL ONSITE SANITARY PIPES AND V\�� / / DISPOSE OF OFFSITE { \ / v 4 L LANDS N/F OF lor DARWIN & CYNTHIA DELAPPA ADJOIA/ER S ffOUSE V F WATER FRO/Il LAKE ' c` 793/225 t I n L 9 L 0 n MAR REFERENCE a � p BASE INFORMATION "MAP OF A SURVEY MADE FOR ROBERT F. 8e PATRICIA K. V END", AS PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, DATED GRAPHIC SCALE MARCH 12, 2007 AND LAST REVISED OCTOBER 7, 2015 W Col9L b b 20 15 10 5 0 20 40 80 �J 3Lih (1N FEET) c c 1 INCH = 20 FT. r E „•�.:�"_.,W�",..��.,...”,�.�„���s.�.,"•�,�.�W.�.,>�..�,.,.,.�..wu . ,. , , „ „, ,,,...,.�.�W�",::,,,, ," �,�,.u��,,,,a , ,,,.„�..n,, .v.�y.",„.�..,, „ .m.,,:�„ ,,,,,..�d,.,:„ , , , ,. ,.�,e"�.�.,. , ,�,:. „ � :r,,.�, n..,,.„d�",�.."„W,,......�"..�:•.. ox Lo co � ria' FINISH GRADE PAVE OR 1WCIAL MAINTENANCE SCHEDULE r 0 EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES TOPSOIL AND SEED AS 6a_-A_ SEQUENCE OF CONSTRUCTION ACTIVITIES: ' 24" HEAVY DUTY PLASTIC GRATE SHOWN ON PLAN. SURFACE MAINTENANCE AND INSPECTION PRACTICES: (SOME OF THE FOLLOWING NOTES MAY NOT BE RELEVANT FOR THIS PROJECT SITE. THE CONTRACTOR SHOULD CONTACT SUCH AS POLYLOK 3008-G24 OR Td BE GRADED TO PROVIDE - THE DESIGN ENGINEER WITH ANY QUESTIONS ABOUT THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES (SOME OF THE FOLLOWING NOTES MAY NOT BE RELEVANT FOR THIS PROJECT SITE. THE CONTRACTOR SHOULD APPROVED EQUAL. .Y ACTIMTY SC*IImtH. z cq REQUIRED.) CONTACT THE DESIGN ENGINEER WITH ANY QUESTIONS ABOUT THE SITE SPECIFIC EROSION AND SEDIMENT POSITIVE DRAINAGE TO GRATE SLL I°NSTAIlATION GUIDELINES CONTROL MEASURES REQUIRED.) AND AS REQUIRED TO PREVENT ENSURE THAT PAVER AREA I5 CLEAN OF MONTHLY ( POROUS PAVERS AND ASSOCIATED SUBBASE 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING SOIL EROSION INTO BASIN. DEBRIS SHOULD BE INSTALLED TOWARD THE END ON THE h'�^I A) CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. - I ENSURE THAT AREA DEWATERS BETWEEN MONTHLY AND AFTER STORMS CONSTRUCTION PERIOD. UPSTEAM CONSTRUCTION CONSTRUCTION: !� z STORMS >O.5” SHOULD BE COMPLETED AND STABILIZED PRIOR ^l r ry B) INSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS SHOWN AND OTHER LOCATIONS AS •"'°""""-"'"'""'"""" - TO CONNECTION TO POROUS PAVERS. +.�L b+°I a) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: W 1 I ACCESS EXTENSION RESER To BE COMPATIABLE ENSURE THAT THE AREA IS CLEAN OF MONTHLY POROUS PAVER AREAS SHOULD BE CLEARLY NECESSARY TO STABILIZE THE SITE. KITH FRAME AND COVER, AS NEEDED. SEDIMENTS LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND !-Tn W s SHALL PROGRESS AS EARTHWORK IS NEEDED w LA- MARKED PRIOR TO CONSTRUCTION TO AVOID ANY I� C) BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE - FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. z MOW UPLAND AND ADJACENT BARE ARES AREAS, AND SEED AS NEEDED SOIL DISTURBANCE AND COMPACTION DURING !°^' EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER _ a CONSTRUCTION. USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL o b ':;�;:`' AT GRANULAR BACKFILL ' �'y CLEARING AND GRUBBING. SUBSURFACE AREA SHOULD BE EXCAVATED TO OCJ FSH SLOPES 1V:3H OR GREATER, w Z a;�;`, _I MATERIAL COMPACTED '10 95% I VACUUM SWEEP FREQUENTLY TO KEEP SURFACE TYPICALLY 3 TO 4 TIMES A YEAR PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING g _ ;�.�,;; 2'-6" -^'j T FREE OF SEDIMENTS PROPER DEPTH. EXISTING SUBGRADE SHALL NOT D) FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND EROSION. TECHNIQUE. a r SQUARE o MODIFIED PROCTOR DENSITY BE COMPACTED OR SUBJECTED TO EXCESSIVE - w-m 12" MIN. ALL AROUND. I INSPECT THE SURFACE DETERIORATION OR ANNUAL ' CONSTRUCTION EQUIPMENT PRIOR TO PLACEMENT E) COMMENCE SITE GRADING AND CONSTRUCTION. D) STRUCTURAL PRACTICES FOR THIS SfTE INCLUDE: 2 o ''`• _ - OF GEOTEXTILE AND STONE BED. IF THE AREA _ ® W PERIMETER PROTECTION USING SILT FENCES D,g j .'�?, HAS BEEN COMPACTED DUE TO DISTURBANCE - F) DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS SHALL BE - INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES „'.,,`T� PRECAST CONCRETE CATCH CONCRETE PAVER BY TECHO AND CONSTRUCTION EQUIPMENT LOADING DURING y TEMPORARILY SEEDED AND WATERED, FOR LANDS WITH SLOPES GREATER THAN THAN 15% OR WITHIN 500 FEET OF THE MEAN _ STORM SEWER, CURBS AND GUTTERS O a - JOINT FILL: BLOCK "PERMEA" OR EQUAL EARLIER STAGES OF CONSTRUCTION THE HIGH WATER MARK OF ANY LAKE, POND, STREAM OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILES WITH EARTHEN p i,. BASIN AS MANUFACTURED EDGE RESTRAINT SUBSURFACE SHALL BE DECOMPACTED AND MATERIALS, WHICH HAS BEEN CLEARED MAY NE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS - STABILIZED CONSTRUCTION EXIT POINTS u. ¢ 1'�'•'•;� INSTALL AND SPACE IN STORMWATER DETENTION PONDS WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN x w F:;,.:{.” . PIPE SIZES` BY FORT MILLER, OR LOUAL, REQUIRED WASHED STONE Ya” RESTORED 6Y TILLING THE SOIL TO A DEPTH OF ( ) DESIGNED FOR H-20 LOAD RATING. ACCORDANCE WITH I WITH A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND OR EROSION CONTROL MEASURES PROPERLY ¢ & INVERTS 12 INCHES BELOW THE BOTTOM OF THE STONE / '�g_ r_. :�. .. FACTURES SPECIFICATION INSTALLED. 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT _ � "' AS PER PLANS :�„ - IPP TRACTOR `' - ” BEDDING LAYER:Y4" WASHED MOUNTED DISC,TOROULITERR ER T ry, CONTROLS AND STABILIZATION MEASURES: •`�`� ' a°•,•N •"•, ry�_ _ ;F•• •+'•'•,., y- �+ G INSTALL PROTECTIVE SILT FENCES BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS -i iL 12" FLEXIBLE BOOT TYPE PIPE CONNECTORS ••;• ,r+;t ; STONE (2” THICK) • PLACE GEOTEXTILE AND STONE BED IMMEDIATELY ryd / A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. _ p y••� '^r•+ •' re•••f•` =�` '•• ' '• ^'•"• UPON APPROVAL OF SUBGRADE PREPARATION. OF ALL EXPOSED STORM SEWER PIPES. '� (A,^:° +. SUMP NON WOVEN GEOIEXTILE FABRIC B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY. ......:.,.. SUCH AS KOR-N-SEAL (1YP} - . FABRIC SHALL EXTEND AND BE SECURED AT � ° Cid THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. ! i OR NON SHRINK MORTAR BASED GROUT FOUNDATION: LEAST 4 FEET OUTSIDE OF BED. THIS EDGE Z �„ F� H) FINALIZE PAVEMENT SUBGRADE PREPARATION. C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED -O +•d :• :' TO SEAL PIPE IF PERMITTED. 3�4" CRUSHED STONE (o" MIN) STRIP SHALL REMAIN IN PLACE UNTIL ALL BARE ,�q� ONE-THIRD THE HEIGHT OF THE FENCE. •s "i 1) CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS,AND STORM SEWER MANHOLES, AS SHOWN ON THE D) SILT FENCES/ STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF O O O O O ® �y SOILS CONTIGUOUS TO THE BEDS ARE STABILIZED • - �� ® ® AND VEGETATED. PLANS. INLET PROTECTION HAY BALES MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. PLACE REQUIRED RIPRAP AT THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE 12" MIN, 0 0 O O O #2 CRUSHED STONE SUBBASE Ir?� ��—i?—,�?.�# cq LOCATIONS SHOWN ON THE PLANS. SECURELY IN THE GROUND. CONTINUES TO SPRINGLINE OF PIPE. III iIIII ,IIIt,;,,III„1111 III1-1111=1111=(1111=TILT-NII=III I=ILII=ERE3ERVOIR:CRUSHED STONE (6” MIN) Ealliallial J) REMOVE SILT FENCES / STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING E) THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP -. -NII= IL=ILII--=ILII-IIIL=IIIL—II ILII=1111=IE STABILIZED BASE COURSE. SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY. N rr _E -1111- F) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR UNDISTURBED EARTH SII II 1= WOVEN S AMOCO FABRIC BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. OR ROCK. � -11TH= III I SUCH AS AMOCO 2006 K) INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. 19 G) A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT NOTE: THIS SIZE CATCH BASIN IS FOR OR EQUAL L} CARRY OUT FINAL GRADING AND SEEDING AND PLANTING FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP. MAXIMUM PIPE SIZE OF 18". - UNCOMPACTED SUBGRADE H) THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS INFILTRATION RATE OF SOIL M) REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES ARE WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING - I NEEDS TO BE DETERMINED (1 9� Q PERSONNEL SELECTED FOR TOUT INSPECTION AND HE INSPECTION AND.MAIFJTENANCE RESPONSIBILITIES WILL RECEIVE NCE REPORTS. N I „,,,•,,,,,,.,,,,,,,,,,,,,,,,,,, ON) LL BE SITE __ _ _ 10 N N) REMOVETEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN THESE AREAS (THESE AREAS ARE INSPECTION TAND MAIINTENANCEOPRACTIC SBNECESSARYRFORNKE PING THE WEROSION AND ESEDIMENT THE NOT TO SCALE (SECTION) TO BE PAVED LAST). CONTROLS THAT ARE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE NOT TO SC � -, �� ALE � COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY, AND THE FILING OF THE INSPECTION FORMS. DOCUMENTATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. ADDITIONAL EROSION CONTROL AND GRADING NOTES: J) DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL (SOME OF THE FOLLOWING NOTES MAY NOT BE RELEVANT FOR THIS PROJECT SITE. THE CONTRACTOR SHOULD CONTACT FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. THE DESIGN ENGINEER WITH ANY QUESTIONS ABOUT THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY 19 REQUIRED.) NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW ( - UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. > 1) MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL. IT MLL BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CE IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. 2) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS SELECTED NATIVE HOW TO PLANTA RAIN GARDEN: PLANTS (SEE LAKE GEORGE OTHERWISE DESIGNATED ON PLANS. RAN GARDENS NATIVE PLANTS us7 FOR 1. IDENTIFY WHERE STORMWATER FLOWS ON THE PROPERTY. STORMWATER OCCURS14 0 THE LGA OR THE FFUINNDOFOR DURING RAIN EVENTS AS RAIN WATER FLOWS ACROSS LAND. A RAIN GARDEN 3) SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF LAKE GEORGE) SHOULD BE LOCATED TO CAPTURE STORMWATER. THIS WILL BE AT A LOW POINT ON THE PROPERTY BELOW BUILDING FOUNDATION/OR DRIVEWAY. � PERENNIAL RYE SHALL NOT EXCEED 50%. yry 4) SEEDED AREAS SHALL BE FULLY COVERED WITH A'_FAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR WATER FLOW FILTER STRIP O 2. STORMWATER ER RUNOFF SHALL BE RECEIVED IN THE RAIN GARDEN VIA SHEET z MUNICIPALITY, A BIODEGRADABLE NETTING (E.G.. EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED O DRAINAGE OR DIRECT PIPING FROM THE IMPERVIOUS AREA. IPI O 3. A RAIN GARDEN SHOULD BE PLANTED IN FULL SUN OR PARTIAL SHADE AND [� AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. PROPOSED GRADE _._. - SHOULD NOT BE PLACED IN AN AREA OF THE PROPERTY THAT IS ALREADY WET, 5) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 11, WHICH INDICATES SATURATED SOILS. 6) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND ® PLANTING SOIL MIX; 4. A RAIN GARDEN SHOULD CONTAIN NATIVE, NON-INVASIVE PLANT SPECIES BECAUSE 50% SAND IMPERVIOUS THEY TOLERATE DRY CONDITIONS BETWEEN RAINFALL EVENTS, DO NOT REQUIRE 30%TOPSOIL AFTER CONSTRUCTION. SURFACE FERTILIZERS OR ADDITIONAL WATERING, AND TOLERATE WET CONDITIONS FOR UP rf' 7) ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). 20% ORGANIC MATTER ,J,1 i 41 z RETENTION TO 24 HOURS AS THE RAIN GARDEN INFILTRATES STORMWATER. MANY FLOWERING FILTRATION ZONE (2% MAX FINES) 9 0 8) EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES: AN ORGANIC FIBER EXISTING - PERENNIALS WILL ALSO ENHANCE A RAIN GARDENS APPEARANCE. PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF GRADE 4" SOLID PVC SDR-35 ,� �,.� PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6" STEEL U-SHAPED STABLES, 2 STAPLES PER � 5. A RAIN GARDEN SHOULD 8E NO MORE THAN 12 INCHES DEEP AND RETAIN WATER OVERFLOW PIPE AT 12" LES PEA-GRAVEL LAYER LESS THAN 24 HOURS. SQUARE YARD, OR AS PER MANUFACTERER'S INSTRUCTIONS. 1% MIN. SLOPE RETENTION ll.•�� 7_tlNE FILTER FABRIC 9) STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE - _- ....,;,�_ mo I I �� 12" •I • TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION <<?e•.(} ,• i - \-2"--'TAN ZONE RU of `A s, 2"-3"ANGULAR CRUSHED STONE ACTIVITY. � ��,tr.•;A,°I...••,•° ,'� •t'i�4•��, INFILTRATION TO GROUND WATER WRAPPED IN FILTER FABRIC 10)VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL 2' MIN. TO IMPERVIOUS MATERIAL +� FEATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. u. IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. I ���� � ` ��\ * V� ``.�i..° a `: rs\ EXISTING WASTEWATER SYTEM TO BE 4" VERTICAL PVC PIPE [--1 i PW CONVERTED TO STORMWATER INFILTATION WITH 90° BEND _ BED. CONTRACTOR SHALL VERIFY THE - EXACT LOCATION, DEPTH, AND CONDITION OF SYSTEM PRIOR TO CONSTRUCTION EXISTING STONE TO BE NOT T❑ SCALE GENERAL NOTES: REPLENISHED AS NEEDED 3 Ljj 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT, PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. I SEE NOTE 3 3 PROPOSED GRADE. I 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, V REFER TO SITE PLAN OR STEEL 'T" OR "U" POSTS (11b per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH I REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE ION: STORMWATER 11kVIL"I"'RATION BED __ }. Waaaaaaaaal FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. YL 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE i I INSTAL!FD WITH THE POSTS ON THE QOWNSTRDM SIDE OF THE FABRIC. N❑T TO SCALE G f . PE Rc: -' - t - TINGN U TO SILT- ..E PLACED:4N-A S A 4 , S CONTRJBUII G R NOFF A rcN ' ' :..:' .' AXI LENGTHS 5.-_.. L N MAX - .. , , ..- ... -.. / / 9 �,. .. . . _ .. .. ,. a-:: t f ! SLOPE MAXIMUM STEEPNESS LENGTH (ft.) 2:1 25 } 1.) NATURALIZED SHORELINE REBUILT WITH WEATHERED 1 3:1 50 ' FIELDSTONE SET AT 1:1 SLOPE WITH THE EXCEPTION E 4:1 75 �' OF RANDOM BOULDERS. r /� SEE NOTE 3 5:1 OR FLATTER 100 I 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Y4 ACRE PER 100 FEET OF 2.) FIELDSTONE WILL BE SET BELOW EXISTING LAKE FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE BOTTOM DUE TO REMOVAL OF SEAWALL FOOTER. FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. 3.) HEIGHT OF NEW SHORELINE AVERAGES 2 FT AND / 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE RUNS 2-3' FROM FACE OF PREVIOUS SEAWALL AND WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. FOOTER. B. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT. SEDIMENT 4.) NATURALIZED SHORELINE WILL FOLLOW CONTOURS OF 1 EXISTING SEAWALL AND VARY IN HEIGHT AND WIDTH SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. BY 6-12". /1 G \ 5' MIN (10' PREFERRED) l 5) INSTANDALL FILTER FABRIC TO PREVENT EROSION D STONE FOR DRAINAGE , , d SILT FENCE // / / SEE NOTE 2 � a IHARDN4oD � Y ILID I ,� POST WASTEWATER SYSTEM: BASIS OF DESIGN � Z O O- O 6 o aI UNDISTURBED F O m GROUND WOVEN GEOTEXTILE FABRIC SUCH AS AMOCO 2006 OR O THE WASTEWATER SYSTEM PROPOSED TO SERVE THE REDEVELOPED END PROPERTY WILL CONSIST OF A NEW 1500 APPROVED EQUAL LL - oJ i J - rn SEDIMENT - SLOPE _ o CONTAINMENT GALLON SEPTIC TANK, A NEW 1000 GALLON CONCRETE PUMP TANK AND A NEW 2" FORCE MAIN. THE EXISTING owwo _ AREA 1.25" x 1.25" (2" x r' NOM. - ABSORPTION FIELD WHICH CURRENTLY SERVES THE RESIDENCE AT 8 WATERS EDGE DRIVE WILL BE MAINTAINED IN FOR WIRE MESH BACK`) - HARDWOOD POST OR STEEL "T" OR "U" SERVICE FOR THE NEW SYSTEM. THAT FIELD WAS APPROVED AND PERMITTED BY THE TOWN OF. QUEENSBURY IN RIP—Rr"AP SHORELINE SECTION POSTS (1 Ib/If MIN.) - 20004 FOR A DESIGN FLOW OF 600 GALLONS PER DAY. THE PROPOSED RESIDENCE WILL BE A 5 BEDROOM HOME NOT TO SCALE a . 14 $ THUS A DESIGN RATE OF 550 GALLONS/DAY. ? u o WOVEN GEOTEXTILE FABRIC PLAN v GEOTEX 2130 (OR EQUAL) REGULATORY AUTHORITY - TOWN OF QUENSBURY = WOVEN WIRE MESH RENFORCEMENT \/` I FINISH GRADE AND COVER BY POLYLOK = I C (IF NECESSARY} MIN. 14 GAUGE OR EQUAL HEAVY DUTY PLASTIC MANHOLE FRAME WITH MAX. 6" OPENING - SEDIMENT CONTAINMENT AREA - �7 SILT FENCE ASSEMBLY 7 " P -_- DIT=II_ Illllll—1 li' H—Lu1—L! _ _. 5' MIN (10' PREFERRED) - CHA TER 136 SEWER ORDINANCE SEAL II—ILII IIIIII�TI lllill� DESIGN STANDARDS - TOWN OF QUEENSBURY _ a! _ (SEE INSTALLATION NOTES) ' P ASPHALTIC _-- Nk `IIIL-ILII= It ACCESS EXTENSION RISER - +� ! TO HE COMPATIBLE WITH 4 FRAME AND COVER 1 ✓\ I - T a F4' OR b- INLET _ 3•h1IN. OUTT �T WATER SUPPLY - LAKE GEORGE > LDG.SEWER --- = - z P 30" FRAME AND COVER TO 9E HEAVY 0 TOE OF SLOPE " S A' WATER TIGHT JOIN f TVP.) DUTY PLASTIC FRAME AND COVER JUNCTION BOX(AS NEEDED) SANITARY _ L s p• _. Y ro v PARGE W/NON-SHRI K GRO T ASSEMBLY BY POLYLOK OR EQUAL. TO BE PLACED AT TOP OF LANK / G 4" MIN. INSIDE � OUT T USE COMPATIBLE RISER AS NEEDED (ACCESSIBLE FROM GRADE) DESIGN FLOW RATE - 5 BEDROOM - 5 X 110GPD = 550 GPD ALL Joi Fs BELOVJ FULL s p �—SANITARY TEE WITH OR RISER SECTION, C v ,1 o N LIQUID LEVEL TO BE "`"BI iUMINOUS" EFFLUENT "O" Fix FLOAT BRACKET WATERTIGHT AND INTERIOR = o TER To TOP of TAIJK OR E FILTER LEAKAGE TESTED COAT ¢ SUCH AS POLYLOK YLOK RISER SECTION.SET FLOATS - ----__ � .�_ PRIOR TO BACKFILLING KOP 300M 2 BAFFLE WITH PL-122 OR EQUAL ( AS `ER MANUFACTURER'S INSTALLATION NOTES: FLOC UNDISTURBED OR EQUAL.. .... _j . '4"X18 MIN. RECOMMENDATIipNs. _ PUMP CONTROL PANEL TO L MAY NOT BE BE A "TIME DOS h �\ \ SEPTIC TANK - 1500 GALLON PRECAST CONCRETE 2 GROUND : " y \�\ SJE RHOMBUS, MODEL IFS B F 1. GEOTEXTILE FABRIC AND `MOVEN WIREMESH TO BE r aecm�eo E \�- � -, - - •"" •" 7000 GALLON T J/�/ '• ,J �_ PRECAST CONCRETE E ��T- s t 6" TO 12" LAYER r PUMP CHAMBER 0 FASTENED SECURELY TO FENCE POSTS WITH WIRE RE EXISTING VEGETATION,E L` " PEA GRAVEL OR m l TIES OR STAPLES. IF POSSIBLE C �_ — CRUSHED STONE V HARM FLOAT FLEXIBLE BOOT PUMP TANK 1000 GALLON PRECAST CONCRETE SECTION VIEW BEDDING LAYER Of� , Q O •y TIMER / TYPE CONNECTOR(1YP) 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN 24" I.D. TAPERED 0_ CNERRIGE TO CONTROL PANEL WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP y I / 33 AND MID SECTION. EXCAVATE TRENCH, BURY SILT FENCE FABRIC 1 NOTE: PLUG (TVP.) H °- FLOAT */ (IN DwELUNc} 1 F ASPHALTIC INLET INVERT IS 3" ABOVE t) T s AND BACKFILL/COMPACT EXCAVATED EARTH - ` PUMP ASSEMBLY - DUPLEX EFFLUENT PUMPS-GOULDSNIGH ( N•} N)� DISCONNECT- FROM SEPTIC YANK 3 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH I ' = SEAL _..._�_ _ 2 MI. ,_.,,. -t � +.' OPTIONAL 4"PVC A7 1%MIN. OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, 4" """"""""' """ ""' x ` GUIDE RAL CRUSHED STONE BACKFILL TO FOLDED AND STAPLED. I yy TURtl BALL VALVE DRAIN BACK SYSTEM' SPRINGUNE OF PIPE(iYP.) ] C 4. MAINTENANCE SHALL BE PERFFORMED AS NEEDED SECTION / _ AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN CONTROL P A N E L ' - 'TIME DOSED' PANEL - RHOMBUS IFS W VALVE FOR COLD CLIMATES ` BY CONERY ! 9 INLET-� OUTLET.-�.. AND SEASONAL APPLIQATI MANUFACTURING ��,,.•,� AOBE I—I I I THE SILT FENCE. I L BALL CHECK VALVE LA �/ I FLOW III—�1I- THE SLOPE OF THE INLET PIPE I TO DISTRIBUTION 80X I BETWEEN THE RESIDENTIAL = - C7 G SH "r FENCE DETAIL I z"P40_ —I I I- .- BAFFLE NOTE: i (SILT FENCE TEMPORARY) I UNIT AND THE SEPTIC TANK I I BAFF__ _I H_44 III—I •"'--`°-"-"^-'•• '-'•'"-'-'- "-"'"'• "-'--`•"" `"'•"'`'-" --'y"" TO BE Y4" PER FT. VQ N.20T Be BAFFLE NOT REQUIRED FOR a"HDPE FORCE MAIN SCH-40 NOT TO SCALE A B SORPTION FIELD - USE EXISTING RAISED E L J E N BED MA„D „ TANKS LESS THAN 10 FT. LENGTH I TIMER �_ I DUPLEX SUBMERSIBLE EFFLUENT 1] t �..,........_,.,_............................L.'1... ..,. .,.,. - _ PUMPS; BASIS OF DESIGN FOR FD _.....-_.............-..�.._.___......,.,...,._...._... I. ..,, "__ -) A: EN FLOOAT —III- MODEL S' 11 EE CONNECT TO EXISTING D-BOX, „G„ I, ^� II_ :�;:.:.,,•: ;.:.:..•;4';,...,, -� LTH, REPLACE D-BOX AS NEEDED. _ 4 i - i�f �6 MIN CRUSH roex III= ®• L PLAN VIEW =I LEVELING FOUNDATION _ III—I I a OUTSIDE _ _ _ _ _ I TANK SIZE MIN. LIQUID DEPTH "A" TANK DINIENSIONS "B"X"C"( "O" I "I" HEIGHT I�� _ _—) I—I I� + f 1000 GAL. 5'-0" 4'-3" xI—°i i 7=�i I=r 1=I I II I ;TI I I—III— I I I—I I I—I I(—III=III—)I I—III n 1250 GAL 5,-O" 4•-e3" x 10'-0" 5'-6" 5'-9" 6'-8" „_,J - s 1500 GAL. 4'-1" 6'-O' x 11'-0" I4'-10"{ 5'-1" 6'-3" ° _ I•---• a I [ a < Ljj s PUMP T SEPTIC TANK (� I: - NOT TO SCALE I _ NOT TO SCALE - - FORT MILLER OR EQUAL U) c c p c