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COMPLETE HEARST AV SUBMISSION 081519 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 Fax: (518)745-0308 August 15, 2019 Town of Queensbury Planning Board & Zoning Board of Appeals 742 Bay Road Queensbury NY 12804 Re: Site Plan Review &Area Variance Requests George R. Hearst, III and Christine E. Hearst 244 Lake Parkway—Assembly Point— Lake George Camp Stinkle Renovation Tax Map ID's: 226.19-1-74, 79 Dear Chairmen Traver, Freer& Board Members: This office along with Cifone Construction represents George R. Hearst, III and Christine E. Hearst with respect to their Camp Stinkle Renovation project on Assembly Point. The project proposes to renovate and reconstruct the existing home in it's present location, while elevating it approximately 2-ft and constructing a new, proper foundation. The home is presently situated at 50.5-ft from the shore and has a pier foundation. A new porch, screen porch and lakeside deck are also proposed. In accordance with our communications with the Zoning Administrator, Area Variances are required for the deficient lake setback (67-ft required, average of 2-adjoining parcels) and for the expansion of a non-conforming structure. Furthermore, Site Plan Review is required for increasing floor area to a building with a Critical Environmental Area. Enclosed please find 15 sets of submission packages for each of the boards. We respectfully request that this item be placed upon the agendas of the boards at the September meetings. Please contact me if you have any questions or if you require additional information. Best Regards, G. Thomas Hutchins, P.E. Enclosures Cc: George R. Hearst, III and Christine E. Hearst Matt Cifone Area Variance [ZBA approved: September 21 2016] General Information Tax Parcel ID Number: 226.19-1-79&226.19-1-74 Zoning District: Waterfront Residential Detailed Description of Project[include current&proposed use]: Current Use: Residential Proposed Use: Remove pier foundation,construct new foundation,reconstruct home&build a new lakeside deck, screened room on the south side and porch on the roadside.Additionally,a new wastewater system will be constructed,with absorption field situated upon the applicant's vacant parcel 74,across Lake Parkway Location of Project: 244 Lake Parkway,Assembly Point,Lake George Applicant Name: George R.Hearst,III& Mailing Address 21 Shaker Bay Road Christine E.Hearst Latham,NY 12110 Home Phone City, State, Zip Work Phone Cell Phone E-Mail: FAX No. Agent's Name: Hutchins Engineering Mailing Address 169 Haviland Road Home Phone City, State, Zip Queensbury NY 12804 Work Phone Cell Phone 518-745-0307 E-mail Iwc obie@hutchinsengineering.com FAX No. 518-745-0308 Owner's Name Mailing Address (same as applicant) Home Phone City, State,Zip Work Phone Cell Phone E-mail FAX No. Page 1 Area Variance [ZBA approved: September 21 2016] Site Development Data (Parcel 79) Area/Type Existing sq.ft. Proposed Total sq.ft. Additions .ft. A. Building footprint 1,480 0 1480 B. Detached Garage C. Accessory Structure(s) 190 0 190 D. Paved,gravel or other hard surfaced area 490 0 490 E. Porches/Decks 545 545 F. Other 1,015 -265 750 G. Total Non-Permeable [Add A-F] 3,175 280 3,455 H. Parcel Area [43,560 sq. ft./acre] 18,920 18,920 I. Percentage of Impermeable Area of Site [I=G/H] 16.8% 1.5% -F 18.3% Setback Requirements Area Required Existing Proposed Front Yard [1] 30' 88.8'(BLDG) 79.5'(PORCH STAIRS) Front Yard [2] Shoreline 51.5'(BLDG) 51.5'(BLDG) Side Yard [1] 20' 35.5'(BLDG) 35.5'(BLDG) Side Yard [2] 20' 21.5'(BLDG) 21.5'(BLDG) Rear Yard [1] 30' N/A N/A Rear Yard [2] Travel Corridor Height [maximum] Permeability 75% 83.2% 81.7% Number of parking spaces Page 2 Area.Variance [ZBAapproved: September21 2016] Site Development Data (Parcel 74) Area/Type Existing sq.ft. Proposed Total sq.ft. Additions .ft. A. Building footprint B. Detached Garage C. Accessory Structure(s) D. Paved, gravel or other hard surfaced area 2395 0 2395 E. Porches/Decks F. Other G. Total Non-Permeable [Add A-F] 2395 0 2395 H. Parcel Area [43,560 sq. ft./acre] 12,271 0 12,271 I. Percentage of Impermeable Area of Site [I=G/H] 19.5% 19.5% Setback Requirements Area Required Existing Proposed Front Yard[1] 30' Front Yard[2] Shoreline Side Yard[1] 20' Side Yard[2] 20' Rear Yard [1] 30' N/A N/A Rear Yard[2] Travel Corridor Height [maximum] 28, Permeability 75% Number of parking spaces Page 2 Area variance [ZBA approved: September 21 2016] Additional Project Information 1. Will the proposal require a Septic Variance from the Town Board of Health? No 2. If the parcel has previous approvals,list application number(s): 3. Does this project require coverage under the New York State Pollutant Discharge Elimination System(SPDES)Permit Program? _Yes/ ✓No 4. Estimated project duration: Start Date: Sept'19 End Date: Sum'20 5. Estimated total cost of project: $700,000 6. Total area of land disturbance for project: 4,300 SF Floor Area Ratio Worksheet FLOOR AREA RATIO (FAR) -- The relationship of building size to lot size, derived by dividing the total building floor area by the lot size in square feet,yielding a percentage. Zoning District Symbol Floor Area Ratio [FAR] Waterfront Residential WR 0.22 Commercial Moderate/Commercial I CM/Cl 0.3 Intensive A. The combined area of all square footage,as measure from exterior walls of all structures on the property, including all floors of the structures, garages, basements and attics with more than five (5) feet of ceiling height and covered porches. Building square footage does not include: Open deck, docks and that portion of covered docks extending over water and one storage shed of one hundred twenty (120) square feet or less. Any additional sheds will be included. (See"FLOOR AREA RATIO"). B. Commercial or industrial: the total area in square feet as measured from the exterior of the outside walls of a building or structure, and when applicable,the sum total of all floor areas of the principal and accessory buildings or structures on the project site. Parcel Area 18,920 s . ft. Existing Floor Area 2135 s .ft. see above definition Proposed Additional Floor Area 1760 s . ft. Proposed Total Floor Area 389S s . ft. Total Allowable Floor Area 4,162 (Area x 0.22 see above table Page 3 Area Variance [ZBA approved: September 2120161 Compliance with Zoning Ordinance Requesting relief from SECTION: 179-3-040 A.(5)(b) 179-13-010 F. Need relief from the requirement(s)listed below which can not be met by the project as proposed. [Check all that apply] [O Setback ❑ Buffer Zone ❑Lot Width [00ther NON-CONF.STRUCTURE The following questions reflect the criteria for granting this type of variance. Please complete them; use additional sheets if needed. 1. Whether an undesirable change will be produced in the character of the neighborhood or a detriment to nearby property will be created by the granting of this area variance? No.the prnposed renGyations and full baSement construction are modest expansiGns to the existing home's footprint and are situated at the same lake setback with no impact to the neighborhood. 2. Whether the benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance? It is not possffile to reconstruct the home without obtaining an mca Y-aic6aoce.as the proposal 6 s to reconstruct the home in its existing,non-conforming location._Relocating the home to a compliant location would result in .substantially more site disturbances and clearing. 3. Whether the requested area variance is substantial? 4. Whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district? _ajeExianagment and a new-wastewater system will be provided,resulting in improvements to site's environmental conditions. 5. Whether the alleged difficulty was self-created? The difficulty is only self credtvd in tile.applicant's desire to undertake the proJect. The home wAs canstructed in it's non-compliant location many years ago. Page 4 Area Variance [ZBA approved: September 2120161 Section 179-14-030—Application materials Application materials and site plan drawing is to include sufficient information for the Board to review and provide a decision. The applicant is to provide a site plan drawing(s)—a survey showing existing conditions,a proposed conditions map(see page 00 for specific criteria)and include any other attachments that address A-D as applicable to the proposed project. A. General Shown on Sheet# 1 Title,Name,Address of applicant&person responsible for preparation of drawing ALL 2 Deed DEED 3 North arrow,Tax Map ID,date prepared and scale minimum: 1 inch=40 feet J ALL 4 Boundaries of the property plotted to scale,zoning boundary S1 5 Principal structures, accessory structures with exterior dimensions ARCH 6 Site improvements incl. outdoor storage areas, driveways,parking areas, etc.: existing& proposed Si S3 7 Setbacks for all structures and improvements: existing&proposed Sl-S3 8 Elevations and floor 21ans of all proposed and affected structures ARCH B. Water& Sewer Shown on Sheet# 1 Project sewage disposal facilities,design details,construction details, flow rates, and number of bedrooms proposed S3 S4 2 Water supply[i.e.well] &septic on adjoining lots with separation distances to existing or proposed on-site water supply and septic S1-S3 3 Separation distances for proposed sewage disposal system to well and water bodies S3-S4 4 Existing public or private water supply [well,lake,etc.]. Method of securing public or private water, location,designand construction of water supply includingdaily water usage S1-S3 5 Percolation test location and results C. Parkin /Permeable Areas Shown on Sheet# 1 Number of spaces required for project including calculations and justification: existing& proposed S2-S3 2 No. of existing parking spaces,number to be removed,number to maintain and type of surfacing material [e.g., gravel,paved] 52-53 3 Provision for pedestrian and handicap access and parking: existing&proposed S2-S3 4 Design details of in ess,egress, loading areas and cutting: existing&proposed S2-S3 5 Location and character of green areas [existing and proposed],modification to green area,buffer zone to remain undisturbed S2-S3 6 Li tin , location and design of all existing and proposed outdoor lighting BLDG MTN D. Additional Site Development and Miscellaneous Shown on Sheet# 1 On-site&adjacent watercourses, streams, rivers, lake and wetlands S2-S3 2 Utility/energy distributions stem as, electric,solar,telephone]: existing& ro osed S1-S3 3 Location, design and construction details of all existing and proposed site improvements including: drains,culverts,retainingwalls, fences, fire&emergency zones and hydrants,etc. S2-S3 4 Square footage of bldg. area proposed for office,manufacturing, retail sales or other commercial activities: existin &proposed RESIDENTIAL 5 Si na e: Location, size,type, design and setback: existing&proposed 6 Waiver Request: provide letter with application requesting any waivers: please reference COVER LETTER specific items 7 Commercial/Industrial Development requires submission of Landscaping, Stormwater RESIDENTIAL Management, Grading&Lighting Plans 8 Identification of Federal, State or County permits required for the project together with a record N/A of application for all necessary ermits Page 5 Area Variance [ZBA approved: September 21 2016] Pre-Submission Conference Form/Section 179-9-040 1. Applicant Name: George R.Hearst,III&Christine E.Hearst 2. Tax Map JD 226.19-1-79&74 Location: 244 Lake Parkway,Assembly Point,Lake George 3. Zoning Classification WR 4. Reason for Review: AIE U a(0 /\Sj Cv t-11 U-1 n C)-"I Of�W AA412- -(U qJ4,m 62LJLC-1 5. Zoning Section#: �� -? _ ,N nA-,Q0 rU [k LJ Q)4 tom_ 6. Pre-Submission Meeting Notes: Provided Outstanding; Please provide by Deed General Information complete Site Development Data Complete Setback Requirements Complete Additional Project Information Complete FAR addressed Compliance with Zoning Ordinance Checklist items addressed Environmental Form completed Signature Page completed •� rl� ' Cc S ' LL2 C U 'I W-t 4 v fu ��c� -� C� 7 unS Pro-- P ct 5 P C 4W /I S(,4 AFL UU T ck[`P C' C Staff Representative: LCLJCt_kby\� Applicant/Agent: "'tewao'.# Date: ( �1 Page 6 Area Variance IZ13A approved: September 21 20161 This page includes the L)Authorization to Act as Agent Form: 2.) Engineering Fee Disclosure;3.) Authorization for Site Visits; 4.) Other Permit Responsibilities;5.)Official Meeting Disclosure and 6.)Agreement to provide documentation required. OwNt:R's AGEN'r FORM: Complete the following if the OWNER of the property is not the same as the applicant: Owner: Designates: as Agent regarding the following. Variance Site Plan Subdivision For Tax Map No.: Deed Reference: Book_ _ Page, Date OWNER SIGNATURE: DATE: APPLICANT'S AGt N'r FORM: Complete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by another party: Owner: Gearge R.Hearst,III&Christine E.Hearst Designates: Hutchins Engineering as Agent regarding the following: Variance Site Plan Subdivision For Tax Map No.:226,19-1-79&74 Deed Reference: Book 3562 Page 129 Date 6/4/2008 OWNER SIGNATURE: , DATE: 2.) ENGINEERING FEE DISCLOSURE: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage, etc, as determined by the Zoning or Planning Department. Fees for engineering review services will be charged directly to the applicant. Fees for engineering review will not exceed$ 1,000 without notification to the applicant. 3.1 AUT110RIZAT ON FOR SI E VISITS: By signing this page and submitting the application materials attached herein, the Owner,Applicant,and his/her/their agent(s)hereby authorize the Zoning Board or Planning Board and Town Staff to enter the subject properties for the purpose of reviewing the application submitted. 4.) OTHER PERMIT RkSPONSIBIL1TIFS: Other permits may be required for construction or alteration activity subsequent to approval by the Zoning Board or Planning Board. It is the applicant's responsibility to obtain any additional permits. 5.)_O F)CIAAL MFFTING MINUTES DISCLOSURE: It is the practice of the Community Development Department to have a designated stenographer tape record the proceedings of meetings resulting from application,and minutes transcribed from those tapes constitutes the official record of all proceedings. 6.) AGREFMENT TO PROVIDE DOCUMENTATION REQUIRED: 1, the undersigned, have thoroughly read and understand the instructions for submission and agree to the submission requirements, I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. 1 certify that the application, plans and supporting materials are a true and complete statement/description of the existing conditions and the work proposed, and that all work will be performed in accordance with the approved plans and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents, will obtain a certificate of occupancy as necessary, I also understand that I/we may be required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy I have ead and agree to the above. gnat Ic fill r N me A phcant Date ned ignature[Agent] Print Name [Agent] Uatl�sign d Page 7 WARREN COUNTY PAMELA J. VOGEL COUNTY CLERK Lake George, NY 12800CUMENTO 00004485 VOLUME= 3562 PAGE: 129 Instrument Number: 2008-00004485 As Recorded On: June 04,2008 Deed Parties: SHEA DAMES To HEARST GEORGE R III Billable Pages: 8 Recorded By: MONROE TITLE Num Of Pages: 9 Comment: **Examined and Charged as Follows: •* Deed 54.00 Cover Page 5,00 RP-5217 Resid/Agric 75.00 i TP-584 5.00 Recording Charge: 139.00 1 Consideration Amount Amount RS#!CS# Transfer Tax 3,800.00 950,000.00 TT 2398 Basic 0.00 QUEENSBURY Special Additional 0.00 Additional 0.00 Transfer 3.800.00 Tax Charge: 3,a00.00 RECORM Ct ttv Clerks-Office Jun 04t218 02•11P Pasels J. itel Va"en Cowty Clerk "*THIS PAGE IS PART OF THE INSTRUMENT"* I hereby certify that the within and foregoing was recorded In the Cleric's Office For: WARREN COUNTY, NY File Information: Record and Return To: Document Number: 2008-00004485 LAVELLE&►FINN LLP Receipt.Number: 75M 29 BRITISH AMERICAN BLVD Recorded Date/Tlme: June 04, 2008 02:11:40P LATHAM NY 12110 Book-VoYPg: Bk-RP VI-3562 Pg-129 Cashier 1 Station: s slater 1 Cash Station 3 e Record and Return to: VOLUME: 3562 PAGE z 130 1 Arkley L.Mastro,Jr., Esq. 29 British American Boulevard Latham,NY 12110 _ WARRANTY DEED S' THIS INDENTURE is made as of April 19, Two Thousand.Eight, between i 3 JAMES SHEA, residing at 14 Brighton Court, Loudonville,New York, 12211, EDWARD SHEA, residing at 34 Iroquois Trail, Slingerlands, New York, 12159, MARY TERESA NEARY, residing at 1068 Merlin Drive, Niskayuna, New York, ANTHONY DIPACE, residing at 6 Bridal 1 Court, Latham, New York, MARIA DIPACE, residing at 32 Clayton Place, Albany, New York, K4RIA;NNE GREGORY,residing at 83 Cascade Terrace, Schenectady,New York,STEPHANIE PIERCE,residing at 15 Holland Court,Glenmont,New York,SUSAN NEARY,Individually and as Executrix of the Estate of Adeline Whitmore, 24 Wolfert Avenue, Menands, New York, and NANCY MURRAY,residing at 370 Orchard Street,Delmar,New York, 12054, ("Grantor"),and GEORGE R.HEARST,III AND CHRISTINE E.HEARST,residing at 5 Momrow Terrace, Menands,New York, 12204("Grantee"), WITNESS that the Grantor in consideration of one dollar ($1.00) and other valuable consideration paid by the Grantor,does hereby grant and release unto the Grantee,its heirs,successors and assigns forever, See attached Schedule "A" BEING A PORTION OF THE SAME premises conveyed to Adeline Whitmore,James Shea, Edward Shea, Mary Teresa Neary, Anthony DiPace, Maria DiPace, Marianne Gregory, Stephanie Pierce,Susan Neary and Nancy Murray from Adeline Whitmore,by deed dated February 28, 1994 and recorded on May 27, 1994 in the Warren County Clerk's Office in Liber 916 at Page 14. Adeline Whitmore died a resident of Albany County on October 18,2007. Adeline Whitmore had a life estate. SUBJECT to all covenants, conditions, easements and restrictions of record affecting said premises. TOGETHER with the appurtenances and all the estate and rights of the Grantor in and to said premises, i DOCUMENT: 00004485 VOLUMES 3562 PAGES 1E31 TO HAVE AND TO HOLD the premises granted unto the Grantee, its heirs and assigns forever. AND said Grantor covenants as follows: { FIRST,that the Grantee shall quietly enjoy the said premises; f SECOND,that said Grantor will forever Warrant the title to said premises; in compliance with Section 13 of the Lien Law the for will receive the consideration for THIRD,that p g� this conveyance and will hold the right to receive such consideration as a trust fund to be applied for the purpose of paying the cost of the improvement before using any part of the total of the same for any other purpose. I jIN WITNESS WHEREOF,the Grantor has duly executed this deed as of the date first written above. J SHEA STATE OF NEW YORK } COUNTY OF � � } ss.: On the day of �k in the year 2008,before me,the undersigned,a Notary Public in and for said State, personally appeared James Shea, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and a4knowledged to me that helshe/they executed the sane in his/her/their capacity(ies), and that by his/her/their sisnature(s) on the instrument; the individual(s), or the person upon behalf of whom the individual(s) acted, executed the instrument. CATHERINE L.OMFE NOTARY PUBLIC-STATE OF NEW YOW 140,01-OK6063434 Notary Public OU"ED IN SARATOGA COUNTY EXPIRES 0&27,&E A Nw RECORD&RETURN TO LAVELLE&RNN, LLP 29 gRrn$H AMERICAN BLV©. LATHAM,NY 12110 ` DOCUMENT= 00004485 VOLUME: 3562 PAGE! 132 EDWARD SHEA STATE OF NEVY,YORK ) COUNTY OF ) ss.: On the day of 240prt in the year 2008,before me,the undersigned,a Notary Public in and for said State, personally appeared WvOW Shea_.personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/shehhey executed the same in his/her/their capaeity(ies), and that by h"erAheir signeture(s) on the went, the individual(s), or the person upon behalf of whom the individual(s) acted, executed the instrument. C,ATHERINE l..AKEg� NOTARY PUBLIC•STATE M NEW YORE No 41-0KW63434 LKJAL RED IN SARATW COAVY, Notary Public MY COmM OM EXPIRES Di- MARY TERESA NEARY STATE OF NEW YORK ) COUNTY OF k ) ss.: On the day of ', _ in the year 2008,before me,the undersigned,a Notary Public in and for said State,personally appeared MM Teresa Nearv,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/sheAthey executed the same in his/her/their capacity(ies), and that by his/ber/their sigaature(s) on the instrument, the individual(s), or the person upon behalf of whom the individual(s) acted, executed the instrument. CATHERINE L.ONFEFE NOTARY PUBLIC-STATE rk NEW YORK NO.01-OKWO3434 Notary Public OUAL,IFP IN SARAATOGA MY COMMISSION EXPIRES i1B • r ` DOCUMENT 00004485 VOLUME: 3562 PAGES 133 Cam..., AftH ONY DMKCE i I STATE OF NEW YORK ) COUNTY OF ss.: On the &day of 26)�k in the year 2008,before me,the undersigned,a Notary Public in and for said State,personally appeared AndM PA personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signatures) on the instrument, the individual(s), or the person upon behalf of whom the individual(s) acted, executed the instrument.CATHERINE L.OKE NOTARY PUBLIC-STATE OF*M YORK o- NO 014)KM83434 QUALIFIED IN SARAATOGA COUN W COMM"EXPIRES 0$-2T-20 -Liu No Public MARU DIPACE STATE OF NEW YORK ) COUNTY OF AA Iaa*v\ ) ss.: On the day of ko r i in the year 2008,before me,the undersigned,a Notary Public m' and for said State,personally appeared Mxk Mace,personally[mown to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/sheithey executed the same in his/herAheir capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of whom the individual(s) acted, executed the instrument. CA"FUME L_OMEFE NOTARY"LIG STATE OF NEW YORK 4L V.01-OKOM3434 Notary Public QUALIFIED IN 5ARATOGA COUNTY W COMMISSION EXPIRES 08-ii x DOCUMENT; 00004485 VOLUME= 3562 PAGE: 134 GREGORY STATE OF NEW YORK > COUNTY OF A tExar+cA ) ss.: On the day of 46 in the year 2008,before me,the undersigned,a Notary Public in and for said State,personally appeared Marianne Gregory,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/ber/their signatures) on the instrument, the individual(s), or the person upon behalf:of whom the individual(s) acted, executed the instrument. CATHERINE L.QKESFIE NOTARY PUBLIC-$TATE OF NEW YORK No,01OM3434 QUALIFIED IN SARATOGA COUNTY Notary Public MY COWASSgiV EXPIRES 08.27.2 -STEP E P E STATE OF NEW YORK ) COUNTY OF ss.: 4 On the day of Y, in the year 2008,before me,the undersigned,a Notary Public in and for said State,personally appeared Stefanie Pierce,personally known tome or proved tome on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/herMwir capacity(ies), and that by his/her/their signabire(s) on the instrument, the individual(s), or the person upon behalf of whom the individual(s) acted, executed the instrument. CATHERINE L.OKEEFE NOTARY PUBLIC-STATE OF NEW YORK NO.01.OKO1f1 U34 QUALIFIED IN SARATOGA COUNTY MY COMMISSION EXPIRES 0&2T- _ Notary Public DOCUMENT 00004485 V UME= 3 2 PAGE". 135 i I SlJrIIIEIARY 1 STATE OF NEW YORK } COUNTY OF { ) ss.: ` before me,the undersigned,a No Public in On the ^day o€ � in the year 2408, gn tary and for said State,personally appeared Susan NearX, personally known to me or proved to me on the basis of satisfactory evidence to be the individuals) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his&er/their signature(s) on the instrument, the individual(s), or the person upon behalf of whom the individual(s) acted, executed the instrument. GAIHERINr L.OMFE NOTARY"LIC_STATE OF NEW YORK NQ,0140&um Notary Pu sc (]UAI.iFItD IN SW IOC- I W COMMISSION.l=V RES NA9&MARkAY STATE OF NEW YORK ) COUNTY OF {b } ss.: On the day of AP4in the year 2008,before me,the undersigned,a Notary Public in and for said State,personally appeared Nancv Murt L personally known to me or proved to me on the basis of satisfactory evidence to be the individuals}whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/hm/their signatures?on the instrument, the individual(s), or the person upon behalf of whom the individual(s) acted, executed the instrument. CATKERIME L.OnEFE !� NOTARY PUBLIC-STATE OF NEW YORK pal" NO,01-pftfiOM4 QUALIFIb IN SARATOGA COLIWY Notary Public MY COMMISSION EXPIRES 08&27 � Record&_Return:. DOCUMENTS 00004485 VOLUME a 3562 PAGE: 136 Schedule A ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, with the buildings and improvements thereon erected, situate, lying and being in the Town of Queensbury, County of Warren, and State of New York, being a portion of Assembly Point in Lake George, more particularly bounded and described as follows: BEGINNING at a point on the Westerly shore of Assembly Point,distant 1640 feet,more or less, Southerly from then Southerly line of lands formerly awned by Lake George Assembly,and which point of beginning is the Southwesterly corner of lands now or formerly of one Sebis; running thence South 72 degrees 15 minutes East,along the Southerly line of the said lands now or formerly of Sebis, one hundred eighty-six(186)feet,more or less,to a stake driven in the ground,surrounded by stones and witnessed by a blaze and three hacks on the side of a tree,for a corner in the Westerly line of a right-of-way; thence South 47 degrees 45 minutes West, along the Westerly line of said right-of-way thirty-three(33) feet to a stake driven in the ground marking an angle of the said right-of-way;thence South 17 degrees 45 minutes West, along the Westerly line of the right-of-way, seventy-one feet and five inches (71' 5") to a wood stake driven in the ground for a corner; thence North 72 degrees 15 minutes West, passing over an iron pipe driven in the ground for a Iine marker, at the top of the bank of the lake, one hundred sixty-six feet and nine inches(166' 9")to the shore of the lake;thence Northerly along the shore of the lake as it winds and turns, one hundred (100) feet, more or less, to the point or place of beginning,; containing 16,900 square feet of land,be the same more or less. TOGETHER with the right of way now laid out and in use in common extending to the public highway on Assembly Point, as described and granted in the Deed of Christine S. Mockridge to Frank Lasak and Lorraine Lasak, his wife, dated July 18, 1944, and recorded in the Warren County Clerk's Office on August 1, 1944, in Book 229 of Deeds at Page 17, insofar as the said Christine S. Mockridge could grant such right. More Modernly Described As: All that certain tract, piece or parcel of land situate, lying and being in the Town of Queensbury, County of Warren, State of New York, lying West of Lake Parkway, and being more particularly bounded and described as follows: BEGINNING at the point of intersection of the division line between the lands now or formerly of Adeline Whitmore, et al. as described in Book 916 of Deeds at Page 14 (Parcel 2) on the South and the lands now or formerly of George R. Hearst III and Christine E. Hearst as described in Book 1161 of Deeds at Page 50 on the North with the Westerly shore of Assembly Point (Lake George) as located March 8, 2008 and runs thence from said point of beginning along said division line South 75 deg. 53 min. 09 sec. East 207.36 feet to its point of intersection with the division line between the said lands of Adeline Whitmore, et al. on the Northwest and reputed lands of the Estate of Adeline Whitmore on the Southeast; thence along said division line South 44 deg. 08 min. 54 sec. West 33.13 feet to its point of intersection with the division line between the said lands of Adeline Whitmore, et al. on the West and the said reputed lands of the Estate of Adeline Whitmore on the East; thence along said division line South 14 deg. 08 ICE min. 54 sec. West 70.87 feet to its point of intersectio n with the division line between the said lands of Adeline Whitmore, et al. on the North and the lands now or formerly of David A. Fariello and Sue J. Fariello as described in Book 698 of Deeds at Page 278 on the South; thence along said division line the following two (2) courses: 1) North 75 deg. 35 min. 00 sec. West 4.92 feet to a point; and 2) North 76 deg. 06 min. 37 sec. West 180.98 feet to a point on the above first mentioned Westerly shore of Assembly Point (Lake George) as located March 8, 2008; thence along said Westerly shoreline Northerly 100.70f feet (tie course North 11 deg. 21 min. 23 sec. East 100.34 feet) to the point or place of beginning, containing 0.44t acre of land. G r MO goo C Ih MO MO O Q REVISIONS BY OI 23 19 RNP OI 30 M RNP 03 c w RNP STORM/fib--- FRAME M OS M RNP fi/Ii'%N/N'� ve• a• NAV TIIRX BRTpI IBROeNI i9 70 7-1 b SLOT FRAME TURN BUTTON LOCATIOCS TBA ' _ CASINO INISNEO 11 PITT6BUFCN 1 1WS N N COLORLTBD.LOR STAIN r r JT $G12EEN/ST6RM FRAME PPOFILE �N1WINDOW AND DOOR EXTERIOR BACKBAND DETAIL O T F LL 5CA E T T FULL SCALE — z W a U Q s O z Tll� 12 eJ.xLIU ti_ uw -AL s — Q !!A31 FFIINISH GM ADE OF[T NDROPMINI - .! AWAY FROM FOUNDATION ---- - i _ !� ILU . ... .. r ---"- LR�C•t (LU 4L �,T R'-Q W l r-0• I r•a 1 a•s .} N■•■� 1Uj fiv r TIV t I I NOTE:ALL FINISHES AND COLORS _ V ARE TBD BY STUDIO MRS ss .; >< x. Zeta tan nmu Oee'60Ge fLA11w[.-BLAC% •y•�•. I LT BB/LR UP fl!PAKM TRN I] N Sap 60L�[6L1N AUT I] �] I've�pp(�I y�r�OP _- � WE 61✓ti N COLae Tla. IylpgpNl��N w NIE LSAII6,0ARD-® �� L-L-4L-I LLLlI LLLLJ FUBRI�O M AITSOU�IIGH PAV(f � gqppLm COLOCII ACRYLIC BASE - .f .. fTANI a COLOR TOD tEEII 4 ,I.y J CANTED i CAP TO/R1iCN � HiiamMO T" �flll�>A1 P •P• a •e ��., 44 ■ ! WWI[Tw�jaV, aRT eTAeuD AfPaANANEL u — — s}AGGENID y'I r IXOONNI — -y fOERALL Y AXCNOR TE0 TD - - SI - A Aa9 ryp�T R 1E1.TO na - DRAW CHECKED +a-NREE o1N HN>•7 nEs .1 - _ ._..................-......_............... 48Wa a ..... RNP REH ^ _..I' F: {:• r••: •. i -- -- DO NOT DUPLICATE _ 71 J J":. il. _ S GRADE � GRADE _ .. --- -- -- "- -• YNEX N DOUBT.ASK WIT t FINISH GRADE TO DROP SOUTSI : + �� A MINIMUM OP V IN 10' DATE 06 Il IS AWAY FROM FOUNDATION _ r SCALE: AS NOTED ]. JOB NO: 301E-01 SHEET C•e VIP N•-O' IT-I Or EXTERIOR ELEVATIONS COPYRIGHT 201E © OF SHEETS THE IC AFF 1,N'FQRT ROr�InY G�RIDFHNA AQ.NAN ITQ;A CA MHTQQTA110 M! REVISIONS QY pp M 23 Tt RNP pTROUOYB MUSNITTQNALYTNOIITI OPT*W II CM lC T OTHER PROLCT, Of 30 M RNP ] 9TRUC TURAL FRAMING-]'- THICK,i'AND WOER AND 01 OS IM RNP No.]LRADE SPRUCE-FNE-FIR ISPPI OS ]] M RNP 3 HAILERS AND BLOCKING-'CONSTRUCTION'GRADE SPRUCE-PINE-FIR. {PROVIDE PRESSURE TREATED SOUTHERN YELLOW PINE ISYPI MEANING AS NOTED ON DRAWNG$, a PREFER GRADE TO WALNOTED N WALL Na AND O6TAM,e FOR RMEkypKl L mill PLYWOOD SUB-FLOOR AND ROOF DECK SIZES/SPECIES/ GRADE NOTED ON NALL fiECTIONB T TRIO r pp�ONELRa-iP�E.w IIIm Lx CI- 1SSE I'ACN[Rl Aft LVL aERQO 7DB AXD tY�ERSTRAR1 RIM JPM1Tbf!-pf�y at6�Ean�µTDYIAEXD�N SOREe I•-i.RrON R'6 VEC C4TNNL Ay OELVIRED WITH THE DESIGN LOADS AYppR/Ay} WINO LOAD K�L a LN NGESOUPEDNRy mBD RM pME 4 LFILLED"ItAN E E 5 US 4INFlND BOOM LOAD OFF WMIC-CAAWNNa FLOOR LOAD ow SLEEPING AREAS 30 PI ID FRAMING SPECIFICATION VOTES I, CONCRETE SHALL BE MIN 2500 PSI,MIN., DECKS 10 N•IF 1 NO SCALE 3e DAY STRENGTH READY MIX IS SACK MIX)POURED CONTINUOUSLY FOR FOOTING.FROST AND FOUNDATION WALLS: 3000 PSI FOR SLAB WORK;5'-T'SLUMP 2 REPAIR VOIDS.POCKETS AND L A L PT/SYP COLUMN DEFECTS LARGER THAN II -SEE SHEET CA DIAMETER AND REMOVE CONSTR. JOINT RIDGES SINGLE MINOR R rm POUSawMaa (NOTE.USE OF FORTIFIBER MOISTSTOP WATER MOMkr IpfYTIMILL OR aGYALI RECOMMENDED IF AVAILABLE 3. GC.SHALL APPLY WATERPROOFING POR VAPOR BARRIER AS DETAILED. 1•DOW TYPE SM.TW MI STYROFOAM '7Lri� 1 RE-BAR z FOUNDATION OSUM TIaq PF4 1'OC 1. FORMWORK SHALL BE PLACED TO HEALED POLYURETHANE INSURE PLUMB SQUARE AND TRUE M.VERTICALLY RE-BAR• HOOC r CAP.COyCR{'r( SEALANT-ISIKA-FLEXI FOOTINGS/WALLS.WITH FORMS CHECKED VERTICALLY AND HORIZONTALLY {pAM2ATION R•LLL MODIFIED POLYURETHANE No�1k.eAR 111 PRIOR TO AND IMMEDIATELY AFTER SEALANT ISIKA FLEXI RBLFORLIO PA M1Ny 1 r•e• 1/S'X S•X S STEEL PLACEMENT OF CONCRETE *y yF iPEOui 1AID1M.—�XVraAQ�IYEFR�rH_ T—T RISER PIATE .y- .CIr•.CpIIC YLQ Y PYC ORNN 10 AleOh 1/2'ASPHALT FIBERBOARD eaitDO�r/WNM1 IN, I I IF E EXCAVATION CONTRACTOR SMALL BE fHalE AT]Lp[ATgRa EXPANSION JOINT TRON=CONTROL �l RESPONSIBLE FOR THE PROVISION FEBIR rRR {A/i0 q0 GA umF iaNT HLLL REPLACEMENT AND COMPACTION OF ALL ' MATERIALS SHOWN-FOR PLACEMENT OF LiRWFIR4E RAN T� aDLINICE09DLriRE[IIRAE FLANu CAST-IN-PLACE CONCRETE FOOTINGS. a-Na 1 RE-BAR R Aa vArOR eARR1e V I FROSTWALLS.SLABS.FOUNDATION WALLS ClM1NEO fiTONE AT N'O.C. / , AND PIERS fiY.Yf2 T {FIS FaLTI C I V L. TOLERANCE OF 1/4'�/-NEED FOR FOOOQNNOO y FOOTING AND SLAB BASE PREPARATION OYHrc u/IddO GA Oft Y I VT CQRAN OMPACTED 0 Z Ne.S RB-BAR W/ 1. ALL WALL SLEEVES SHALL BE PROVIDED TH D`bFI PIPING • . ' I L O'RQTIRFK (T BY THE GC AND IN By THE + Of�R IINL * - * n • F�l CONCRETE CONTRACTOR OF Foam _ 1J I/2'MAXIMUM AGGREGATE SIZE 'LDMFAGI! ]/ Y T 3V ,4`u0 • rw COMPACTED O �[ ALLOWABLE REO dYFJI��IyILIAD1a0 • P. GRAN�LARCF LL GPAIOIULi4 Fip - PILL - EARTN•Trygt:' • GRANLLAR 7• 1• r f r 1• 7' 9. PU JL MP CONCRETE WITH TWO 10•ELBOWS a^O' -IPIp[6TYPDED OR COMPACTED = h TO REDUCE VELOCITY EARTH rb• Z In r1CDNC"rTEIEKCAVATION ROTES r TYPICAL FOOTING - PERIMETER DRAINAGE 1 SLAB EXPANSION JOINT SLAB CONTROL JOINT _ B �1 6 O.S C./LS.C. WALL REIN. ��COLUMN BASE l LOCATIONS 1 1 NO 5CAlE 'I 11!2• - I'-a' I /2" = '-O" 1 I/2" = '-O" — I' 3l4' I'-fl' I• a •-O• X.- U T-r i0F p Y 9F3I//• I 6J3 Yr w I alwa vP P-Y 7`HlF !-1 Y♦r P•r M V!f 7� y' 0r 1' ON/.FLOOR ,r X-1 Vr L]'4• SLABB CONI IOdO GA, - - I I 15r WWF 1 FIBERMESH REINBUM —0— Q F I rO WQwnom M Lz i'0 PVC SLEEVE p•p Q WATERPROOF PACKING b POURED CONCRETE FOBYN4-----fUNDER SLAEWASTE LINE NXN CHIMNEY OLODn I ,'1 L111��afi cc � lJ-1 me YfRfl'60-, - POURED CONCRETE CORE RIME ME BRAN SYSTEM 4 ` • SINGLE MEMBRANE PP01R14 VCATIddy-� 1 NO REBAR FYr I "TER FOUNDATION 111 , i-0 Vf by 7•Y TIE ORE A r-0'OE L' a/I REANAN FINS O' OUTER PROOFING i a DF aYAOf•OREO QPACIRG !v.•c•I• ----_- l!- P I'DOW TYPE O TIG FOURRIG INSULATION 10 1-0• POUND INSULATION ipP A F00 = A aia••■■� er II + r mlm 4 •� I � �,, � N 4• N• M r 11• HI c�7T r-e vP T•Ia ur to>R J � T 7.11LC y V MIN THCKNE65 COMPACTED �. Na 2 STONE BAD OVER r it COMPACTED EARTH HINDER ALL SLAGS 1 FOOTINGS { U --I'-O'OC MAT/GRID I. a"r �j SUMP PIT IN SLAB OF NA.4 RE-BAR Li IbRTF POST-HBcNT YAIEEI ai LOCATOR / "rT BAIL H a -- —1c WILL RATING Y-3 ur Y-r 3tiT VT 7.18' o FlomEar- r.D' �i�ir crI3a Y — O me OP COaR 3 OF I I .] M h a C N k .. . L • —HE die MET CC. 1 r eB�n�I �Ld 3ei Aa 1 --_.. POOIOG IODATX2R5 MC j MC n ip \ li. P K r X N'CHIMNEY T ! ❑y E vr L aLOCa PEPfi Or eF,PMERIPTD. ❑ M COUPI OF 1-L'LA 5 RE-BAR aalaf rY1ePL ACQ eA OMAN IL � 1 M IHA S RE-BAR OF OF •T-s Y hyq S DPEl15 r� fro, _ (tlry 1 ... � F I ^Y F-•1' T r-r Y PT •T DRAWN CHECKED *� RNP REH D p•Ar h f OE-BLEB- 7y, F � - 1'LIr-B p f EACN F R } ra• 3f r r.0• ,rHr f-0' I.p; co DO NOT DUPLICATE MEN IN � r Fs- r r4 r r ro' f-r 'r-7 !Hr ' rw Aw f'O' r-W' F-W r Kr r ® ® DATER DOUBT 05 I,A91 e r4 V7 N+O• P-3 V7 H=ALE AQ NOTOD i Y-r t r-r M-0' O-I• 7F•C JOB NO: 201E-01 IF 7 N.1 RE-BAR GRID AT P-0- SHEET OC SPACING,EACH WAY y a PIER DETAIL l4TY-IL1 ��FIREPLACE BASE FOOTING DETAIL FOOTING/FOUNDATION PLAN j H I IT - I'-O' r L IT - I'-0- +. COPYRIGHT 201e ® OF SHEETS THE"CRA NO YHp/�EET!1(QEP�1'IY tlP 14CRARD R 6MAkp�l gR, FC-wgpC QGO A AW REVISIONS SIT NipiNpft T'6 YAR i6 AY1kpRITT Wig�ARCHTE�T OTHGA PRObCi, d 23.A w*P OI 30 M NKP 03.14 N RNP 01.06.M RNP O LL Y SQUARE POOTAGES Q (LOWER LEVEL I.UNFINISHED EASEMENT L446$ U MAIN LEVEL > Q 3.FINISHED SPACE N Z O D46 3 COVERED PORCH Q 1.SCREEN PORCH li" bi 6 OPEN DECK we UPPER LEVEL z N f FINISHED SPACE'631Y ABOVE 6'1 1131 l OPEN DECK GOY TOTAL FINISHED 6PACE'BUM OF 33+NLI 3336Y TOTAL FINISHED AND PORCHES 16UM Or -all 3p136 SPACE (DEVELOPED1-[ll 4316L U W 1 - �� - ___ .'� , OIt" \I❑li 11O(((JJJC Ili 'I I I I � Y♦ I� ❑� II f - vwwQ- I6 It OL I• r n - ------- ---- - ❑ 1 . U J I 1. OP{3 TO 6L1W -_- DN — � 1•_.I _off co L -7 7-, R DRAWN C.CX:D RNP REH DO NOT DUPLICATE • Y..._, _.._- 1," I WHEN R OOIBT.ASK_ ---' � DATE 06 Il.N SCALE: AB NOTED VJOB NO: i UPPER LEVEL DESIGN DEVELOPMENT/FURNITURE PLAN SHEET 1» �P MAIN LEVEL DESIGN DEVELOPMENT/FURNITURE PLAN D U/ COPTRKh1T 3015 0 OF SHEETS 366 366 < PROP.RIDGE 365'-12' M EF1 FA 364 -RIDGE 36T-V' 364 NEW PLASTER BEDROOM ER"A DON WIG C) 362 CN 360 360 EXIS71N6 MA I TER BEDROOM 4J, DORMER FRA 1111f, A 70 BE REMOVED 358 CL a 'I V- q) C) C X 27'Ar Ei 0 clq 356 BLDG MT. —356 J�_ DE 'Ta r—K*UPPER LEVEL U DECK FRAMING 35 '!�L rN Uj Lo 0 :3 LO 1- I 354 12 co EXI TI94 LFJFER LEVFI.FLOUR IRA 2 CLa -61 LI 14 ,M r- c to Q) .0 ft C Q) — cz,00 L2 cy. L0 352— Q) N 3.2 CY 350 .9 'Ek'F;HG STARS cm Q AND RISINSTAU 350 K4ED Ci r_ VRAP lOUlIW.Fll'lrl'ltllI q) FLOOR i"D , R .46 i5 TO BE tEHOVED AND NEW 9! Kh III I AFTER HE Is AM&D!llp LACED 01. 4) 348 -- HOUSE RAISED APPROXIMATELY Ln �t c 2-2'TO NEW FINISH HEIGHT 348 ca 7�ACCOMMODATE NEV FOUX DA TION Irrf: 34N-6 -9 346 -- 51 346 LU Top 0 FWISR FLOOR 113* U) W TOP OF FINIP FLOOR r_ 2 :E 3 _i_x—um MAR{_LEVEL FLOOR PRAII 3 -D'0 UXL_ERAbWC-A_Iv_ 44 L I 342— -342 EXISTING GRADE aM TO DAISEMENT NE9 STAIRS EXIVINO Q: LLJ ac _j >_E Y — z n 340 . RAMW&-*-Nft 340 LZ ca -I __j ll_ I-XI A o:: Lu cl Z) CONTROL EMST.GRADE 12-7 Z 'tu CON U I 0 Q 338 0;12 338 aj ac U_j Lo `;c L ZfIIFOT1NG"' E lof, Lij L-Li L 336 w of FONG AW OF FOOTING 336 L'J BF 33V-W' cr F - %-V ct, 334 Z v) od 4111-1111 P FOOTING —334 Ad U BT"OF FaiTING STEPPED (IN, SIDES OF uj Ar-1_rl 5.: cy u z-- co uj 332— 9 111 332 ;Utj a — a- ck: 113/4' L J (n %IC Lu ct: Q 'ICE cl ci i� U]0:: ::)cc Z3u BUILDING SECTION - BUILDING HEIGHT WORKSHEEF SCALE:114"=1' Van. Warmer i'� GrossovarLmg�to-a5 jj" ti :I Bay Flv,.m.:f 1 oza� lAc �- o- �.f i 1 1'I• r �I. a6. 7R6 1 John 129�11 John E } r _ r. r ee,,-�+•.�,' tcauy.John r.- :.•• 228.1 B,3•e Ily John E r•• J Afiddiev .Dag +`} xa�x a "...}i. -•y 1.F ,�.,.• �, ♦,•• i 1 ,r i �✓ f 9 i .c Ih. NIv.John E i-1� hi 7--_ 7 j �everdate{i� A S oe '11 -- IA. { hem I y• r _ 1 ygb�:`y` ��i+•.••r• � _f�; � Agca.oeiy :'•,��-^�.., �1 Bortrn� ��I m +� �I�a9j;i� l' is .+l a i •I,e�,,�I• CA S11 over a F A, BaW 220.10-147 Ghrys.MlahaJ { j ( ` ._ '; t�4. •' 'i. ',•.-•1_ 7.27Ac j aa� ry + 111 i t ? ;1: J` Y.1ti,4. Pine Trcas an© = !a '•% Poinipr 1 amon W � •1.• — 1 t_ _.� �.;• , '1 l �.Israndeor e ears ,� 6lcwq lNan� �:-•,rc �j �l �CYi ffiN j - `.'•.4!•. NaopY Family •� I .gar e 9:.fa L r7�' F, ' �, d•' '„ .4` Gubin Soo `;�� asLe .31 r �i• "' �•y ��s �r�i' 2.12 Dk ris ine earst I 1 r3R N D :r 1�' calla coal SITE LOCATION LOCATION MAP am III enova ion SITE LOCATION NEIGHBORHOOD MAP DRAWING LIST SURVEY S1 ENGINEERING PLANS 2 Lake a r wa Area Variance & Planning Board Submissions : S2 - EXISTING CONDITIONS PLAN Assembly PoinLake eor e August 15 2019 S3 - DETAILED SITE PLAN - S4 - DETAIL SHEET Town of ueensbury ZONING REQUIREMENTS Warren County WR - WATERFRONT RESIDENTIAL MINIMUM LOT SIZE: 2-ACRES ora eSHORELINE SETBACK: 67. New (AVERAGE OF 2 ADJOINERS: 51' & 82') Tax Map 226 . 19 - 1 - 74, 79 FRONT SETBACK: 30 SIDE SETBACKS: 20' (LOT WIDTH > 6010 < 150') REAR SETBACK: 30' MAXIMUM BUILDING HEIGHT: 28' LOT WIDTH: 150' ROAD FRONTAGE: 150' PERCENT PERMEABLE: 75% MAXIMUM FLOOR AREA RATIO: 0.22 Dig OSafely. New York ❑Call Before You Dig ❑Wait The Required Time ❑Confirm Utility Response ❑Respect The Marks 169 Hav'knd Road ❑Dig With Care 800-962-7962 Queens bury, (518) 745-0307 Phone www.digsafelynewyork.com Hutchins Engineering (518) 745-030B Fax Map References Boundary Survey p Lands now or formerly ofCL I= George R. Hearst III and Christine E. Hearst Dated: March 05, 2008 v Last Revised: January 25, 2010 By: C.T. Male Associates, P.C. Map of a Survey made for David A. & Sue J. Fariello Dated: June 19, 2003 By: Van Dusen & Steves Land Surveyors W E-- Q Deed Reference o James Shea, Edward Shea, Mary Teresa Neary, Lands N/F of Anthony DiPace, Maria DiPace, Marianne Gregory, Z George R. Hearst Stephanie Pierce, Susan Neary, Individually and as Executrix B:1161 P:50 of the Estate of Adeline Whitmore and 22G.1 9-1-80 Nancy Murray C To George R. Hearst, III and Christine E. Hearst Dated: April 19, 2008 I Recorded on: June 04, 2008 w B:3562 P:129 0 MEAN HIGH WATER �) H ELEV.320.20 17 To Shore 3 V IPF Lands N/F of George R. Hearst f, B:1161 P:50 � m d 22G.19 I-80 • i� G s., Shed Shed m y / U] N 3: s S 4-4 „Q CV 0 Ss 04 WLI O / /o vc Z f Footi r$s 02„ Cr Lake George 4-4 m �.{ o S r - e / 0o1e1 ° ryemrook �C1RPC O wm 7 4 o°m Dec T i�-�._ U.P.NG25 S ' k Wp Seto Erev._34 Fr :t 5 _ . Wood Fr r1' 2.4r S .. - .G usFred �c � � �2 113 2 }-� r' 1.5- � elev._34z Nord; 226.19-1:79 � Area 18920.4- Sq. Feet 17'± To Shore yPF 0.43± Acres Q N Vertical Pipe u✓/Water.Elea Top Pipe Elev-345.03' Pock 04 ;. all CD 7e �° 226.19-1 -:74 r Area• 3 !V 7q o N 12270.9± Sq. Feet 06's8„ / V 0.28± Acres a� "ry ;' -•.. ., __ / "' �., �,# '- ;' >\��• ems, ^+,,,�` 7lji, o V� r -� - CO 001 6Meter'Panel Ad�ornr 74°X3, CIRP U.P.NIM 26 • ng B�rldrn r7....W � �� ' .,,,{ 9 T T2 37 . . Pw f N u 74or3 r71 / � a O cJ ico Lands N/F of / �7-T C\2 David A. Fariello IPko B:5419 P:301 200� 22G.I9-I-78 / c ® Z z 0 o 0 Lands N/F of Cr David A. Fariello T/1 / 13:5419 P:301 VL N 22G.1 9-1-78 2 v NOTES: 1.) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF 0 TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO O• r ANY STATEMENT OF FACTS SHOWN THEREON. co 'd 2.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD. h 3.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN �4 -r ' ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. `r4' 4.) THIS MAP IS COPYRIGHT © 2019 VAN DUSEN*STEVES LAND co SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS CO v DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. 5.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE Date: July 3 1, 20 19 NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED Legend Scale 1"=20' TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. G.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. CIRF = Capped Iron Rod Found 7.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS,TITLE OR IPF = Iron Pipe Found INTEREST THE TOWN OF QUEENSBURY AND THE PEOPLE OF THE STATE OF `-0 U.P. = Utility Pole S— 1 NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER = Overhead Utility Wire RIGHTS,TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. SHEET I OF I HEARST DWG. NO. 19-098 D2420 22G.19-1-79 J SITE SOILS DATA EROSION & SEDIMENT CONTROL NOTES ZONING REQUIREMENTS FLOOR AREA RATIO TEST PITS • BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND ZONE- WR (WATERFRONT RESIDENTIAL) PARCEL AREA = 18,920 SF TP-1 - 8/8/19 BY L.W. DOBIE, P.E. DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE MINIMUM LOT SIZE-2-ACRE 22%ALLOWABLE F.A.R. INSTALLED AS SHOWN ON THE PLAN. FRONT SETBACK- 30' ALLOWABLE FLOOR AREA=4162 SF CONCLUSION 0-66" MEDIUM BROWN MEDIUM SAND AT THE OF EACH DAYS WORK AND AFTER EVERY STORM (PREVIOUSLY PLACED FILL) EVENT, ST CONTROL FENCE AND ANY OTHER EROSION CONTROL SIDE SETBACKS- 20'(LOT WIDTH>60', <150') • 1ST FLOOR HOUSE FOOTPRINT= 1480 SF 66-72" PREVIOUS NATIVE GRAY-BROWN MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT REAR SETBACK- 30' • 2ND FLOOR AREA=655 SF FINE SAND & SILT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. SHORELINE- 67'(AVERAGE OF 2 ADJOINERS, 51'&82) TOTAL EXISTING FLOOR AREA =2135 SF DOCK ROOTS TO 70" • ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7-DAYS LOT WIDTH- 150' NO SEASONAL HIGH GROUNDWATER EVIDENCE OF COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH AREA ROAD FRONTAGE- 150' / ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN MAXIMUM BUILDING HEIGHT-28' All ll TP-2 - 8/8/19 BY L.W. DOBIE, P.E. 7-DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED MINIMUM PERCENT PERMEABLE- 75% 0-78" MEDIUM BROWN MEDIUM SAND AND MULCH SHALL BE INSTALLED WITHIN 7-DAYS. 0 J MAXIMUM FLOOR AREA RATIO - 0.22 (PREVIOUSLY PLACED FILL) WITHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, 78-84" PREVIOUS NATIVE GRAY-BROWN NO LAND AREA, INCLUDING AREAS SOTCKPILED WITH EARTHEN MATERIALS, 0 FINE SAND & SILT WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF VEGETATION FOR/ SITE DEVELOPMENT DATA SITE DEVELOPMENT DATA NO SEASONAL HIGH GROUNDWATER EVIDENCE MORE THAN 24-HOURS WITHOUT A PROTECTIVE COVERING SECURELY PERCOLATION TEST PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PARCEL 226.19-1-79 PARCEL 226.19-1-74 PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE PT-1 - 8/8/19 BY L.W. DOBIE, P.E. WATERBODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE: NATURAL SITE AREA: SITE AREA: NEAR TP-1 MULCH OF A DEPTH OF 2-INCHES, ROCK RIPRAP, NON-DEGRADEABLE 0.43-AC(18,920 SF) 0.28-AC(12,271 SF) STABILIZED PERCOLATION RATE. MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS AND IMPERVIOUS 2 MIN, 40 SECONDS PER INCH STRUCTURES. EXISTING EXISTING& `12 TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL IMPERVIOUS PROPOSED w w � FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY COVERAGE IMPERVIOUS / Hou TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE MAIN BUILDING 1480 SF COVERAGE US THAN 24-HOURS. Lands N/F of LAKE PARKWAY 1550 SF • NO LAND AREA MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN w George R. Hearst 7-DAYS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE DRIVE 490SF EXISTING HOUSE TO BE ELEVATED, g: 1 161 P:50 DRIVE 845 SF RECONSTRUCTED &NEW 226. 9- -80 ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED. • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & SHED 190 SF FOUNDATION TO BE CONSTRUCTED v APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED TOTAL IMPERVIOUS 2395 SF IN SAME LOCATION ml 3 EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR AN WALKS&STAIRS 1015 SF o r m to o 0 C EXTRA HEAVY LAYER OF MULCH. PERCENT IMPERVIOUS 19.5% it OUTLINE DECK ADDITION �I3 \ ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF I I - % OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWING TOTAL IMPERVIOUS 3175 SF PERMEABILITY 80.5% MEAN HIGH WATER II / / G 80°Io ELEV.3zo.zo / j/ ' ,'� o AM REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. THE CONTRACTOR SHALL COMPLY WITH THE NEW PORK STATE STANDARD PERCENT IMPERVIOUS 16.8% 17'± To Shore / - / IPP y1 / I ; SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK)./ PERMEABILITY 83.2% STANDARD SPECIFICATIONS FOR J LAKE _1� l o \\ 0 �e71a l ; I �� Lands N/F of MULCHING c George R. Hearst 31 B: 1 161 P:50 DEFINI TION ed Sh 226. 19- -80GEORGE SITE SETBACKS APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER / - I w SUITABLE MATERIALS, TO COVER THE SOIL SURFACE. EXIST.LAKE Q I (/ PARCEL 226.19-1-79 WATER SUPPLY + / ��date Paao I �� PURPOSE � � _, �r Sq�� EXIST.STONE DRIVE THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL o \�� / +� Foo�ea r r2 D2 f ' TO BE MAINTAINED REQUIRED FOR EXISTING WHILE A SEEDING OR SHRUB PLANTING IS ESTABLISHING. 6.55, WR ZONE MULCH WILL CONSERVE MOISTURE AND MODIFY THE SURFACE j SOIL TEMPERATURE AND REDUCE FLUCTUATION OF BOTH. y � SHORELINE 6T (AVG.OF 51.5' MULCH WILL PREVENT SOIL SURFACE CRUSTING AND AID IN WEED 20, -345 2 ADIOINERS) CONTROL. MULCH IS ALSO USED ALONE FOR TEMPORARY �StpF S FRONT STABILIZATION IN NON-GROWING MONTHS. S "'L /(BLp\BA\� �PFr2 r 345 -LAKE PARKWAY 30 88.8 CONDITIONS WHERE PRACTICE APPLIES on \ \ hem�o �w RFE ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND 4 NORTH SIDE 20 35.5 SHRUB PLANTINGS. MULCH IS USEFUL ON SOILS WITH LOW \ m a m I ' ° * INFILTRATION RATES BY RETARDING RUNOFF. J w� 22�19-1 -79 2�,�`1 SOUTH SIDE 20' 21.5' CRITERIA Im FFE rea / o 0 0 0 o p o�c' p u.P. NG25 / SITE PREPARATION PRIOR TO MULCHING REQUIRES THE De k I I Ln I e�';3 1 18920.4/± .S' Fee - - -I' S �� / 7° INSTALLATION OF NECESSARY EROSION CONTROL OR WATER I m �n TWO 42.4/ a' o p o 0 0 0 00 0 0 0 0 o p 4°D3 / ) Y W Story 0.4 ± Acres Y �5 26° E / MANAGEMENT PRACTICES AND DRAINAGE SYSTEMS. / I ¢ °od Frame \ a o 0 0 0 o p o 0 0 o p o \ / SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH PRODUCTS. EXIST.DENSE WOODY I l I� e u \ N o 0 0 0 0 0 0 o SFT\K 2r j h REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET VEGETATION BETWEEN II I t EXI ThreS ( a7 ) �� THE NEEDS OF THE ANTICIPATED LAND USE AND MAINTENANCE HOUSE&SHORELINE � ' 11 �)J '�PR p Ee f 34?z3 OUTLINE OF 3 0 226. 19-\iY -7 L / o REQUIRED. TO REMAIN / (� �_y \ PORCH ADDITION P gs Area APPLICATION RATES: �LL ) 12270.9± a. F/et� / / LO MULCH - 2 TON/ACRE (2 BALES / 1000 SF±) 17 ± To Shore b PF \ \ I l o { Are N Vertical Pipe w/Water,Elec. ' r I Y7 �l $ Fxis? & �R Top Pipe E'ev.-345.°3' ,�, / W' \ \ / / / // \ VEGETATION SEEDING SCHEDULE Ro / SIDE ° / I � \ I g / PT-1 34 �3 OP AREA OF SEEDING RECOMMENDED APPLICATION ' / I 3. c I I PROP.WASTEWATER I SPECIES/MIX RATE m 0 \ / g- / 1 8.79, / \ N I v I / 1 � ABSORPTION FIELD AREA 0 W CO- ( ,fir / TP-1 I I / / / I KENTUCKY BLUEGRASS, m I \ co 'v \ I l LAWN AREAS CREEPING RED FESCUE, 75 LBS/ACRE I / I N �4°ps, f I / / / ' / l PERENNIAL RYEGRASS TOTAL o �58„ w � l � . APPROXIMATE LOCATION OF / \ I � / / ( TEMPORARY SEEDING EXISTING W ASTEW ATER SYSTEM; \ \ CO � � �� f I I ANNUAL&PERENNIAL 75 LBS ACRE TO BE PUMPED&REMOVED \ OUTLINE OF SCREEN 1 l ate/ ' I o'er / I I FOR EROSION / ' / / 4 I I I I CONTROL RYEGRASS MIX TOTAL PORCH ADDITION J 6 56 OMet anel / ry�� v�3� Ado nn9 B� \ l N 74° RF CI . 'nnz6-I do - w u 9 � � � � rr2•s�, / / / / / / / / I I I - -�_10'PL \ETBAC w / Fw,�„, T Lands N/F of �,4 David A. Fariello / / 344 w z j _ o B:5419 P:301 N 226. 19-I-78 TAX MAP # 226.19-1-74 79 I 51' PER MAP �' � � � � �� / � / / / / REFERENCE 2 \ / / / / / / / ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED RE / 1 / PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. V Lands N/F of m m / David A. Fariello B:5419 P:301 f 226. 19-I-78 / I I LO I I I I 0 ISSUED FOR AREA VARIANCE & SITE PLAN REVIEW 811512019 N " No. Revision Date FIGyB MAP REFERENCE: I Z G4 RING 1. BASE INFORMATION TAKEN FROM: "MAP OF A SURVEY SITE PLAN - EXISTING CONDITIONS j IoCq�GE� MADE FOR GEORGE R. HEARST, Ill & CHRISTINE E. I qFR_4IM G"' HEARST" PREPARED BY.• VAN DUSEN & STEVES LAND prepared for: I NG SURVEYORS, QUEENSBURY, NY, DATED JULY 31, 2019. George R. Hearst, III & Christine E. Hearst � SITE PLAN - EXISTING CONDITIONS 0 2. BASE INFORMATION FROM "BOUNDARY SURVEY LANDS 9 ��g NSafely. NOW OR FORMERLY OF GEDRGE R. HEARST Ill AND 244 Lake Parkway -Assembly Point, New�York I SCALE: 1"=20' � CHRISTINE E. HEARST BY C.T. MALE ASSOCIATES, Town of Queensbury, Warren County, NY P.C. OF LATHAM, NY AND DATED MARCH 5, 2008. ❑Call Before You Dig GRAPHIC SCALE 3. ADDITIONAL INFORMATION FROM "MAP OF A SURVEY ❑Wait The Required Time ' Drawn: LWD Checked: GTH Scale: NOTED Date: 6/27/2019 ❑Confirm Utility Response MADE FOR DAVD A. & SUE J. FARIELLO," IN THE ❑Respect The Marks 10 0 5 10 20 40 169 Havilond Rood TOWN OF QUEENSBURY, WARREN COUNTY, NEW PORK. ❑Dig With Care Queensbury, NY 12804 800-962-7962 DATED JUNE 19, 2003. PREPARED BY VAN DUSEN & 29470A-01 -S2 ( IN FEET ) STEVES LAND SURVEYORS. (518) 745-0307 Phone www.digsafelynewyork.com Hutchins Engineering g g 518 745-0308 Fax J ZONING REQUIREMENTS FLOOR AREA RATIO / ZONE- WR (WATERFRONT RESIDENTIAL) PARCEL AREA = 18,920 SF SITE SETBACKS / MINIMUM LOT SIZE-2-ACRE 22%ALLOWABLE F.A.R. PARCEL 226.19-1-79 / FRONT SETBACK- 30' ALLOWABLE FLOOR AREA =4162 SF / \ SIDE SETBACKS- 20'(LOT WIDTH>60', <150') • 1ST FLOOR HOUSE FOOTPRINT= 1480 SF REQUIRED FOR EXISTING PROPOSED REAR SETBACK- 30' • 1ST FLOOR PORCHES=315 SF ZONE SHORELINE- 67'(AVERAGE OF 2 ADJOINERS, 51'&82') • 2ND FLOOR AREA =655 SF SHORELINE 67'2-ADJOINERS) 51.5'(BLDG) 51.5'(BLDG) IN LOT WIDTH- 150' • BASEMENT FLOOR AREA = 1445 SF ' DOCK . ROAD FRONTAGE- 150' TOTAL PROPOSED FLOOR AREA =3895 SF FRONT- / 79.5 MAXIMUM BUILDING HEIGHT-28' LAKE PARKWAY 30' 88.8'(BLDG) (PORCH STAIRS) MINIMUM PERCENT PERMEABLE- 75% NORTH SIDE 20' 35.5'(BLDG) 35.5'(BLDG) MAXIMUM FLOOR AREA RATIO-0.22 ✓� �� 2.� SOUTH SIDE 20' 21.5'(BLDG) 21.5'(BLDG) V �O / / / SITE DEVELOPMENT DATA SITE DEVELOPMENT DATA / PARCEL 226.19-1-79 PARCEL 226.19-1-74 / SITE AREA: SITE AREA: C / 0.43-AC(18,920 SF) 0.28-AC(12,271 SF) Y�ST \ EXISTING PROPOSED TOTAL EXISTING& ORY IMPERVIOUS IMPERVIOUS PROPOSED / 110�fs COVERAGE ADDITIONS COVERAGE IMPERVIOUS / Lands N/F of E COVERAGE George R. Hearst MAIN BUILDING 1480 SF ---- 1480 SF B: 1 161 P:50 LAKE PARKWAY 1550 SF 22G. 19-1-80 PORCHES& DECKS ---- 545 SF 545 SF DRIVE 845 SF �o Cal 3 DRIVE 490 SF ---- 490 SF N LO W U1 TOTAL IMPERVIOUS 2395 SF I �I3 SHED 190 SF ---- 190 SF MEAN HIGH WATER Gqp� 265 SF PERCENT IMPERVIOUS 19.5% W ELEV.320.20 / ( � h ' G WALKS&STAIRS 1015 SF ( ) 750 SF �17'± TO Shore/ � / IPF / / DECK ADDITION I PERMEABILITY 80.5% / P�/ o TOTAL IMPERVIOUS 3175 SF 280 SF 3455 SF LAKE0 / ep1a J m I Lands N/F of co / George R. Hearst PERCENT IMPERVIOUS 16.8% 1.5% 18.3% PROP.HDPE LAKE a, / J 31 PROP. LIMIT OF DISTURBANCE B: 1161 P:50 2 OR, WATER SUPPLY / / Shed Shed w w FOR HOUSE RECONSTRUCTION 226 19-1-80 PERMEABILITY 83.2% (1.5%) 81.7% 41 EXIST.LAKE Q /( - / I = 4300 SF WATERSUPPLY ,� I MINOR STORMWATER REQUIREMENTS STABILIZATION N '� � o � S � �� i EXIST.STONE DRIVE O 54 ' PRO v +i o�'111 4 12'02" TO BE MAINTAINED �� / �• �o too 6.55, E TOWN OF QUEENSBURY MINOR STORMWATER CONTROL VOLUME THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS /r � �1 REQUIREMENT: PRACTICABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE \�� / _� • 1.5 GALS/SF OF NEW IMPERVIOUS AREA FOR PROJECTS WHICH EXCEED TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 5000 SF OF DISTURBANCE OR CREATE MORE THAN 1000 SF OF NEW 7-DAYS. /' I 3 $ • •3 „ /(DeSfe K S OW STO GE S �PFy2, i r 34s IMPERVIOUS COVER STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING AREA hemp '1 F -NET SITE INCREASE OF 280 SF OF IMPERVIOUS COVER TACKIFIER ON SLOPES OVER 1:5 OR SEEDING AND INSTALLING A RE PROPOSE �, / Row 7.4 -4300 SF±OF DISTURBANCE FOR HOUSE RECONSTRUCTION CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. ON SLOPES / CQNS D (( I OVER 1:3 INSTALL EROSION CONTROL BLANKETS OR WOOD CHIPS IN u 4,gE TRU�TEp / 226 19-1 -79 g? ,g`� / ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. � -MINOR STORMWATER PLAN&PERMIT NOT REQUIRED PER TOWN CODE CONTROL POINT FOR J l / RES ORDDM / rea / �� IU / a o 0 0 0 0 0 0 0 � o J.P.�P N�25 MEASURING BUILDING HEIGHT, Deck l /f" gp- ENCE / M 18920.Z S . Fee'`t 0 0 0 0 0 0 0 0 0 0 o S 4�� / / �� STORMWATER MANAGEMENT PRACTICES (EAVE / SPLASH STONE TRENCHES) SITE CONSTRUCTION SEQUENCING EXISTING GRADE 337.2± m / 335, q >- - o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 E.G.TO DORMER RIDGE=27.9' "' FF- 0 / 0.4 ± Acres us 26 Y 344.,S Y E / / AS SHOWN ARE PROPOSED TO MITIGATE RUNOFF FROM EXISTING AREAS AS • INSTALL SEDIMENT CONTROL FENCING AS SHOWN ON PLANS. BUILDING HEIGHT=27.9' / T / + a SF;353 I \ a o 0 0 0 o p o 0 0 o p o \ f I / 6) / I �/ 10' L FEASBILE, WITH MINIMAL SITE DISTURBANCE. • ESTABLISH SUBGRADES AROUND HOUSE AND HEAVY LAYER OF MULCH 1 l N o 0 0 0 0 0 0 o SET-ZK1 21 h OVER DISTURBED AREAS. PORCH ADDITION ( a o o �W7 ) �� • CONSTRUCT HOUSE FOUNDATION & RECONSTRUCT HOUSE PR L I o _ , y � , I / �I � �g•5, � � " �g �'"i / 226' 19 -7�� / o CONSTRUCT WASTEWATER SYSTEM _, PROP - s Are / m • I o F/e,/ / / ) PERFORM SOIL RESTORATION OVER COMPACTED YARD AREAS, INSTALL I B p 3 6 -� AIRS O7 12270.9±� IR Y 17' ± To Shore PF 3 $ 3 1 \ o / 0.28± Are / / / 1 LO m FINAL LANDSCAPING AROUND HOUSE, TOPSOIL, SEED AND MULCH II I ey k Q, • F 8 /ve tica Pip ater,Dec. / / / YARD AREAS. em ell • J 20'S"' FM 8.8'EXr I / Top Pipe Eev.=3 m ` • CONSTRUCT INFILTRATION FACILITIES, TOPSOIL, SEED AND INSTALL / S I l ll l Y �w • �E SET I FM T'&PRO ui'3 \ \ l l l / / EROSION CONTROL BLANKETS. BLDG) AC\ FM F P• � � -� \ Q �. �, �M F __ l -1 34 A4 `3 0 / PROP.SEDIMENT 8, ��A FM M FM FM-FM CONTROL FENCE m ,/V c� /� s h � I I I ! EROSION CONTROL IMPLEMENTATION SCHEDULE PROP.TWx l'D 6-" I N �40 \ �� °'/ STONE EAVE I o 58„ �� SPA W LSH PAD(TYP.) / I` / / o� / / ( PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE CO SCREEN PORCH ADDITION AN / I l / I I f ENTIRE PROJECT (REMOVE AFTER PROP.4"PVC SDR-35 r ' 6.56, OMetsr ane \ / / G ��3 I I I I SEDIMENT CONTROL PRIOR TO CLEARING AND SOIL FINAL SITE STABILIZATION AND HOUSE SEWER,18 LF Ado n n PROP.SUBSURFACE N CIRF u.P�'M26- / / / o / / / / / / / I I I FENCE DISTURBANCE VEGETATION ESTABLISHMENT) C INV.1=338.4 9 Buildn INV.2=338.0 PROPANETANK± \ W 11 TEMPORARY SEEDING & 1 UNTIL FINAL GRADING AND PROP.1250GAL 9 HDPE \ � 12.3�, \T� / ,yeF'�' / / / / / / I I I I - MULCHING AFTER INITIAL SITE GRADING VEGETATION ESTABLISHMENT SDR PROP. O P.1. 1 FORCE MAIN, \ \ 10, PRECAST CONCRETE PL PROVIDE POSITIVE / w7w� / / / I I I STORMWATER SEPTIC TANK DURING FINAL SITE GRADING PERMANENT Lu DRAINBACKTO PUMP STATION ) / PROP.15'x 40'STONE / / I INFILTRATION FACILITIES PROP.4"PVC SDR-35 TP-2 / ABSORPTION BED l 74 13' / B.O.S.3415 Q,. / / / SEEDING & OTHER I � EFFLUENT SEWER Lands N/F Of David A. Fariello / � � r�W /B / / / z / 344 \ / / / / h� VEGETATION AFTER FINAL SITE GRADING PERMANENT PROP.1000 GAL B:5419 P:301 l PROP.6-HOLE / �� STABILIZATION o PRECAST CONCRETE I Q 22G. 1 9-1-78 I 'PRECAST CONCRETE / / N SEPTIC TANK \ DISTRIBUTION BOX o W/DUPLEX PUMPS / \ l / / / / Q O ' PER MAP ^ I �� / / TAX MAP # 226.19-1-74,79 51 P NCE 2 \ \ / / / / / / / ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED REFERENCE / 1 o I I I I f / / / / / / PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Lands N/F of / David A. Fariello B:5419 P:301 f 22G. 19-I-78 / I I / I I I 0 ISSUED FOR AREA VARIANCE & SITE PLAN REVIEW 811512019 NFIGyB I No. Revision Date q�G161- SITE PLAN - PROPOSED SITE CONDITIONS I gFRIFZ M G " prepared for: NG o George R. Hearst, III & Christine E. Hearst Dig Safely. SITE PLAN - PROPOSED CONDITIONS 4 244 Lake Parkway -Assembly Point, New4York I SCALE: 1"-2D' Q y, y, ❑Call Before You Dig GRAPHICSCALE Town of ueensbur Warren Count NY ❑Wait The Required Time ' SC Drawn: LWD Checked: GTH Scale: NOTED Date: 612712019 ❑Confirm Utility Response ❑Respect The Marks 10 0 5 10 20 40 169 Havilond Road ❑Dig With Care Queensbury, NY 12804 800-962-7962 ( IN FEET ) (518) 745-0307 Phone 29470A-01 -S3 www.digsafelynewyork.com Hutchins Engineering g g 518 745-0308 Fax WASTEWATER SYSTEM DESIGN SYSTEM INSTALLATION NOTES APPROXIMATE POLYETHYLENE EXTENSION TO POLYETHYLENE EXTENSION TO EXTERIOR WEATHERPROOF JUNCTION BOX FINISHED GRADE GRADE WITH TAMPER RESISTANT GRADE WITH TAMPER RESISTANT (IF NECESSARY). SEAL CONDUIT GAS TIGHT. 4 BEDROOM RESIDENCE CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCESS COVER ACCESS COVER INSTALL CONTROL PANEL IN HOUSE WATER SAVING FIXTURES ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC DESIGN FLOW - 110 GPD/BEDROOM PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 12"f COVER 2" MIN. DROP SYSTEM DESIGN FLOW - 440 GPD COVER INSTALL FLOAT SWITCHES TO 1 MIN. DISTRIBUTION BOX BETWEEN INVERTS SEPTIC TANK - 1250 GAL PRECAST CONCRETE AFTER EXCAVATION OF 15' WIDE ABSORPTION BED TO THE DEPTHS C OPERATE PUMP AND 2" TEE JOINS TWO PUMP 4 2" MIN. LEACH FIELD - STANDARD PIPE-IN-STONE ABSORPTION BED REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN MAINTAIN LEVELS AS INDICATED DISCHARGES INTO DESIGN PERCOLATION RATE = 6-7 MIN IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. � ONE FORCEMAIN / ° a a 4" PVC SDR-35 2" APPLICATION RATE= 0.8 GPD/SF INLET 1 4" PVC SDR-35 ° TRANSITION TO 4" ABSORPTION BED AREA REQUIRED = 550 SF PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC 6" MIN. LIQ ID LEVEL OUTLET EFFLUENT SEWER BALL VALVE, OUTSIDE OF MIN. SLOPE a ONE PER PUMP D—BOX DISTRIBUTION BOX NOTES ABSORPTION BED AREA PROVIDED = 15'X40' = 600 SF SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION 1/4" PER FOOT MIN. SLOP • PIPE JOINTS TO BE SEALED WITH PUMP STATION — 1000 GAL PRECAST CONCRETE OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. 1/3 INSTALL VALVES AND BAFFLE 1/8" PER FOOT 1-1/2" SDR-11 ASPHALTIC MATERIAL OR EQUIVALENT. PUMP STATION DOSE VOLUME: 16" 4'H x18"W SLOT, DEPTH 18" UNIONS SUCH THAT HOPE FORCEMAIN USE SPEED LEVELERS TO ASSURE • INVERT ELEVATIONS OF ALL OUTLET (2) 4" ELBOWS OF OUTLET MIN. EITHER PUMP CAN BE 122 LF X .65 GAL/LF = 79.3 GAL X .75 = 59.5 GAL THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING WATERTIGHT SLEEVE OR 6" ELBOW — INVERT ISOLATED AND REMOVED ALL OUTLETS ARE AT EXACTLY THE PIPES MUST BE EQUAL, USE SPEED VOLUME OF DOSE TO BE 60f GAL WITHOUT REQUIRING PIT SAME ELEVATION LEVELERS. STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, AND SEAL (TYP) _ — ENTRY . D—BOX TO BE INSTALLED IN OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES I— 4" PVC SDR-35 SOLID HEADER TO PROPOSED 1250 GAL W ? Q ALARM PERFORATED ABSORPTION BED PIPING, CONFORMANCE WITH MANUFACTURER'S POTABLE WATER SUPPLY IS LAKE WATER DOWN IN ALL CASES. o 5i / FLOAT SWITCHES - INSTRUCTIONS. DUAL COMPARTMENT LAG PUMP ON INSTALL INSIDE PUMP PIT 1/8" PER FOOT MIN SLOPE PRECAST CONCRETE o 0 60-75% OF 25-40% OF 4" IN LOCATION ACCESSIBLE ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SEPTIC TANK c� CD TANK VOLUME TANK VOLUME LEAD PUMP ON WITHOUT PIT ENTRY a PROVIDE POSITIVE DRAINBACK VOLUME OF DOSE TO PUMP STATION PUMP STATION NOTES SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. PER NOTE ` SEAL ALL TANK OPENINGS WATERTIGHT. MINIMUM 2X WIDTH PUMP OFF 2" SCH-40 PVC INSIDE WET 15' MAXIMUM 4X WIDTH WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER 16 MIN. CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. PIPING HAS BEEN INSTALLED. a a a a GATE VALVE INSTALL DUPLEX, ALTERNATING, DEMAND DOSE CONTROL S � �> T � > �>�T�7�^� � 7 — 0 PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. ° REDUCING TEE POINTED DOWNWARD 2.5 � 2.5' > > 2.5 THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED WITH 1" BALL VALVE THROTTLED TO INSTALL POWER & CONTROL WIRING TO CONTROLLER f f f ! s UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN o ALLOW TRICKLE DRAIN BACK INTO WITH ALARM IN HOUSE IN ACCORDANCE WITH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WETWELL MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC — — — — FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO o — _ _— _— _— _ _— _— _— _ _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o CODE (N.E.C.) REQUIREMENTS. a=�� a=,�� ,�a �� t'> � �t'> �t'> �t'> �t'> � �> �> ,�_ ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI—TYPE SPA 12" 3/4-1-1/2" UNION— LOCATE SUCH THAT UNION CRUSHED STONE SEPTIC TANK NOTES CAN BE DISCONNECTED AND EACH TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE BALL CHECK VALVE 12" 3/4-1-1/2" PUMP REMOVED WITHOUT TANK ENTRY ALTERNATE TRPUMPNDOSINGT AND TOPROVIDE SA 60DG � � � � � � � � �— NON—CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED CRUSHED STONE DOSE �_—_ __ _—_ _—_ _—_ _ CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. DUPLEX EFFLUENT PUMPS 1000 GAL PRECAST / a � 8 a =�� BY UTOPIA ENTERPRISES OR EQUIVALENT. — F CONCRETE PUMP TANK PUMPS TO BE GOULDS MODEL 3885, WE05H 230V, ,) ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. SINGLE PHASE, 35 GPM PUMP AT 30 FT TDH. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE — — — — — �—4_—�— EXCLUDED FROM THE WASTEWATER SYSTEM. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO �_ --y �� _ �_ ��_� — �� PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. � � — W F — PURCHASING PUMP. _� _ � _ _ __ _ SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY SEPTIC TANK & PUMP STATION DETAIL ?— � � � > a a _� a a a � a � CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. NTS — — — — — — — — SURFACE RUNOFF AROUND ABSORPTION FIELD. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LIMIT OF 15'x40' % % SYSTEM MATERIAL SPECIFICATIONS LEVEL MUST BE TESTED BEFORE BACKFILLING. STONE BED � � I �=_ � I `� I HOUSE SEWER PIPE 40' PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE 4" PERFORATED PIPE �-` 4" MIN. TOPSOIL 10'-0" 36" FENCE POST v — Y PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER 15' BED WIDTH � � � � �� — � FOOT MINIMUM SLOPE. APPDXIMATE O.C. MAX. DRIVEN MINIMUM 16" _ EXISTING GRADE INTO GROUND I - II=11I III=11I III=11I III=11I—IIIU 0�� 0�� O�� I11=III=11I—I11=III=111 SILT STOP EMBED IN —%—% %_ _ _ PIPING TO BE 1-1/2" SDR-11 HDPE. PROVIDED POSITIVE DRAINBACK TO II—III-III=III—III=III=III=III=III= —III=III=III=III=III=III=III= = =III=III III=III=III=III III= = = =M=M=11I= =1 1=1 =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1= 36 FENCE POST — — — — — — — — — — — — � � ' — -- "—��—I i I—III—I 11-1 I I—III—III—III I I I=1 11=1 11= 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=_ 6—HOLE — — — - - — _ PROPOSED` —III-1 III-11I—III I—III—III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=11 PRECAST CONCRETE "' -' lill IIIII—III„III III=III=III—III=III=III=III—III=III—III=III—III=III—III—III— _ �_/ UNLESS OTHERWISE SPECIFIED, PERFORATED PIPING TO BE ASTM F481. BACKFILL 15'x40' STONE i=III-III. ,III-III III=III III-III=III-III=III-III=III-IIIIII-IIIIIII z DISTRIBUTION BOX ��- -�� -��-��-��-�� -��-�� MATERIAL ABSORPTION BED „III li it 1=1I 1=1I III III=1I SILT STOP EMBED IN FILTER FABRIC III _III III-111 III-111-1 � � �� GROUND 8" MIN. TRANSITION TO 4" PVC - - - -i ABSORPTION BED AGGREGATE OUTSIDE OF D-BOX STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. UNDISTURBED GROUND v f f WASTEWATER SYSTEM PLAN L _ w _� --i dx FILTER FABRIC 8"MIN. z — _ � � � � � � FILTER FABRIC TO BE 4.8 OZ/SY NON—WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. SECTION — � �— �` —� � � BACKFILL MATERIAL TOPSOIL 40' BED LENGTH �� _ — <_� — — BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES PERSPECTIVE SOIL BACKFILL GREATER THAN 2". i-1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 I- SEDIMENT CONTROL FENCE DETAIL ABSORPTION BED PLAN » k—II I=III=III=III=III III III=III=III=III=III=III=III=III=III=III=III=11=III=III=III=III=III=III=III=III=III=III=III=III III=111 III III=III=III=III=III=III=III=III PLACE 4 MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, NTS NTS AND ESTABLISH TURF. 4" PIPE PERFORATED LATERAL INSTALLED FILTER FABRIC STANDARD SPECIFICATIONS FOR SILT FENCE NEAR LEVEL, IN BED CONFIGURATION - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE SEED AND MULCH DEFINITION NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR YARD AREAS OR ABSORPTION BED PROFILE A TEMPORARY BARRIER OF GEOTEXTILE FABRIC INSTALLED ON THE ADDED SUPPORT. INSTALL SOD CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM - WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE a. NTS SMALL DRAINAGE AREAS OF DISTURBED SOILS. TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND PURPOSE STAPLED TO PREVENT SEDIMENT BYPASS AT THESE \n\\�I�I II �111I_ � O O CONNECTIONS. TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED 00 OD 4" MIN. SEDIMENT LOAD. FABRIC MATERIAL CRITERIA 2'-6" TIP. 5' TIP. - J GRAB TENSILE STRENGTH: 90 LBS ASTM D1682 -w ;o 00 o ycl o0 00 00 00 00 00 S01 APPLICATION ELONGATION AT FAILURE: 50X ASTM D1682 BACKFILL SOIL 6" MIN. - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE CONSTRUCTION SPECIFICATIONS = z 'o�000�o�o�o� o0c�0 _ _ FENCE PLACED ON A SLOPE: -g 0 O O O o O O O O 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE ? 12„ 1:2 SLOPE 509' 25 FT - - s" 2MN ( °) POSTS WITH WIRE TIES OR STAPLES. POST SHALL BE STEEL o�0 00 00 00 000 00 00 O HOUSE FROST/FOUNDATION 1:3 SLOPE (33q) 50 FT EITHER "T" OR "U" TYPE OR HARDWOOD. \� \� _ � WALL W/WATERPROOFING FILTER FABRIC, TENCATE 4" PERFORATED PVC o MIRAFI 140N OR EQUIVALENT LATERALS INSTALLED NEAR 1:4 SLOPE (25q) 75 FT 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE LEVEL IN BED CONFIGURATION 1:5 SLOPE OR LESS 100 FT FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID =_ _ _ 01 < EAVE/SPLASH TRENCH MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH 3 WD� FILLED WITH 1"-3" STONE ABSORPTION BED SECTION DETAIL /1 4 ACRE PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF OPENING. a 1.5 FEET. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER NTS THEY SHALL BE OVER-LAPPED BY 6-INCHES AND FOLDED. - EROSION WILL OCCUR AS SHEET EROSION. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. FILTERSTABIL T SALN OR APPROVED EQUIVALENT. a < TAX MAP # 226.19-1-74,79 DESIGN CRITERIA 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED APPROVED EQUIVALENT. PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. AREAS AS POSSIBLE, WITH A MINIMUM OF 10 FEET FROM THE TOE OF A 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND SLOPE. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT STABILIZED. FENCE. as SLOPE LENGTH/FENCE LENGTH(FT.) FILTER FABRIC MIRAFI < SLOPE STANDARD REINFORCED SUPER 140N OR EQUAL <2% 30011500 N/A N/A 0 ISSUED FOR AREA VARIANCE & SITE PLAN REVIEW 811512019 2 12511000 25012000 30012500 SPLASH PAD / EAVE TRENCH DETAIL 10-20Z 1001750 15011000 200/1000 NTS No. Revision Date 20-331Z 60/500 801750 100/1000 DETAIL SHEET 33-50% 40/250 70/350 1001500 >50%' 20/125 30/175 50/250 prepared for: WASTEWATER SYSTEM SETBACK SCHEDULE George R. Hearst, III & Christine E. Hearst Dig PSafely. 244 Lake Parkway -Assembly Point, New4York PROPERTY LINE WELL HOUSE WATERBODIES Town of Queensbury, Warren County, NY ❑Call Before You Dig ❑Wait The Required Time SEPTIC TANK 10' S0' 10' 50' Drawn: LWD Checked: GTH Scale: NOTED Date: 612712019 ❑Confirm Utility Response ❑Respect The Marks 169 ❑Dig With Care ABSORPTION FIELD 10' 100' 20' 100' Queensburo y, NY 12804 800-962-7962 (518) 745-0307 Phone 47 A- - 4 www.digsafelynewyork.com Hutchins Engineering g g 518 745-0308 Fax