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RC-000264-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-000264-2016 Date Issued: Wednesday, June 28, 2017 This is to certify that work requested to be done as shown by Permit Number RC-000264-2016 has been completed. Tax Map Number: 227.17-1-31 Location: 8 WATERS EDGE DR Owner: Patricia End,Robert End Applicant: Balzer&Tuck Architecture This structure may be occupied as a:New Single-Family Dwelling 6,077.6 sq. ft.w/3 car attached 964.4 sq.ft. garage By Order of Town Board Cross Ref AV PZ-47-2016 and SP PZ-40-2015 TOWN OF QUEENSBBUURY/j Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, GG vWlxxl' V ot 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. „ m TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: RC-000264-2016 "Tax Map No: 227.17-1-31 Permission is hereby granted to: Patricia.End, M ichael'T'uck, Robert End For property located at: 6 WATERS EDGE TSR. 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 Single Family-New $750,000.00 Owner Address: 8 WATERS EDGE DR Total Value $750,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Bill Dean's Creative Construction Company 248 Sly fond RD Fart Anne,NY l 282.7 Plans&Specifications New Single-Family Dwelling 6,077.6 sq. f1.w/3 car attached 964.4 sq. ft, garage Cross Ref AV PZ-47-2016 and SP PZ-40-2015 $ 1,460.18 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, May 23, 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 expiration date.) Dated at the Town of ueens cin ,2016 SIGNED BY: fog°the Town of Queensbury. Director of Building.&Code Enforcement fl re4 r� pYp �A 4 tl PRINCIPAL STRUCTURE APPLIC � ��, C��ie ii �nlv late: N w MAY 0 V&mat Tax.Map I I 'l", - Penn t dee Zone Histori o m i e Subdivision Name E6f ��' �lan#P>r oject Location ." Subdivision TOWN BQ.RESgLUTION86-s 013; $850 recreation fee for new dwelling units--single family,duplexes/two-family,multiple family, apartments,condominiums,townhouses,and/or manufactured&modular homes,but not mobile haemes. This is In addition to the permit fee(s). primary Owner(s) Address Phone/Email I r 74 ITT- Applicant Address J Phone/Email Contractor • , .• GLS Address Nue 2 6 Phone/Ernail 1911M 11 Cod""I"*A J1;;JM1kht4.J2-PC Ke-66 Contact Person for Building&+bodes Compliance: TUPhone TYPE:OF CONSTRUCTION +'Check all that apply Now Addition Alteration V floor sf 2"floor sf otal sf Height ingleFaily `xl 7 , 1 Two-Family Multi-Family ( `of units_} Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Garage (l, 2,&4+) V000e (lqavp&pIng #K6VV Other Town of Queensbury Building,&Codes Principal Structure Application revised January 2016 If commercial or industrial please indicate name of business µIAr Proposed use of building or addition WZ M Source of Heat(circle one) Gas Oil Pro Solar Other Fireplace: Complete a separate application for Fuel Burning Appliances&Chimneys Are there structures not shown on plot plan? NO Are there easements on the property? ImO- Site Information: a. Dimensions or acreage of lot 45,+0-5F b. Is this a corner lot? Yes No c. Will the grade be changed as a result of construction �_Yes No d. Public water or Private well(circle one) Public j,,� Private e. Sewer or Private Septic System(circle one) Sewer Private &*tWh ,� Value of all work to be performed(labor or materials) $Zio-1 OM400 D.EGLA,RATION. 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement / description of the work proposed, that all work will be performed in accordance with the NYS Building Codes,local building laws and ordinances,and in conformance with local zoning regulations 4. I acknowledge that prior to occupying the facilities proposed,I or my agents will obtain a certificate Of occupancy. 5. I also understand that I/we are 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 read and agree to the above:: PRINT NAME: _1#/C1�A-tZX J 1 W'&, DATE: r SIGNATURE: I&OZIed DATE: Loe2d l For offm use only Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 Fuel Burning Appliance& Chimney Application office Use Only Received DATE: Aly 2, 26114 Tax Map ID TAx MAP ID: =7 HT1.3D, 31 Permit No. ZONE: Permit Fee W-1ilz OWNER i:m, �ew PHONE/E-MAIL 4n7 9qt--"A-5 ADDRESSYMM Apt 64t- wo to &A it !'4eNdoii- AiAI� t0►y INSTALLER/ jf f.DeW15 cwwpe mgt tp. PHONE/E-MAIL #�11a}�ru. ve.spR BUILDER M-4,�� CONTACT PERSON FOR BUILDING&CODE COMPLIANCE: &Ike PHONE I E-MAIL D DDRES3 A.k W&IMIM" .44U ROOM OF INSTALL: 0%ftfa bW PLANNED INSTALL DATE: FUEL BURNING APPLIANCE INFORMATION WOOD COAL PELLET GAS OIL NOTE: ROUGH-IN& STOVE FINAL INSPECTION ARE FIREPLACE INSERT REQUIRD• FIREPLACE,FACTORY BUILT* NOTE: MANUFACTURER'S FIREPLACE,MASONRY WSTALLA17ON MANUAL FURNACE(GARAGE ONLY) MUST BE AVAILABLE AT TIME OF INSPECTION *If factory built provide manufacturer name: :Model#: Listed by: Number: CHIMNEY INFORMATION Masonry" (check one) BLOCK BRICK STONE Flue TW STEEL Size in inches Material DOUBLE WALL TRIPLE WALL INSULATED ** If non-masonry provide manufacturer name: ;Model#: DECLARATION: Construction/imstallation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations,and all conditions that are part of these requirements and also will allow inspector's to enter premises to perform required inspections. I HAVE READ AND AGREE TO THE ABOVE: PRINT NAME: /GLL9f,.1 mfl, n DATE: Win#X. 161y SIGNATURE: im DATE:Vj Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 Fuel Burning Appliance& Chimney Application Office Use only Received DATE: 10 460 Tax Map ID TAx MAP ID: S27. 1-i-1-mist Permit No. ZONE: Permit Fee OWNER PHONE/E-MAIL ADDRESS ! j+� �r htoti�.00�1 INSTALLER/ IMW M*W-.CC'tl?{A� � �. PHONE/E-MAIL BUILDER -)ft-tzis iit 'Ts CONTACT PERSON FOR BUILDING CODE COMPLIANCE: '�/�10W R f" PHONE/E-MAIL -�+ G f l; - DING ADDRESS .I �l7rr ROOM OF INSTALL:641 kogOA PLANNED INSTALL DATE: II/OZI 26l♦.Q FUEL BURNING APPLIANCE INFORMATION WOOD COAL PELLET GAS OIL NOTE: ROUGH-IN& STOVE FINAL INSPECTION ARE FIREPLACE INSERT REQUIltED• FIREPLACE,FACTORY BUILT* NOTE: FIREPLACE,MASONRY MANUFACTURER INSTALLATION MANUAL FURNACE(GARAGE ONLY) MUST BE AVAILABLE AT TIME OF INSPECTION *If factory built provide manufacturer name: •Model#: Listed by: Number: CHIMNEY INFORMATION Masonry**(check one) BLOCK BRICK STONE Flue ,X--TIS, STEEL jai Size in inches Material DOUBLE WALL TRIPLE WALL INSULATED **If non-masonry provide manufacturer name: •Model#: DECLARATION: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations,and all conditions that are part of these requirements and also will allow inspector's to enter premises to perform required inspections. I HAVE READ AND AGREE TO THE ABOVE: PRINT NAME: t/G- DATE: �J�1 Q-2014/ SIGNATURE: AA DATE: Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 s u u Z z 14 to r/y w 4 r moi. cc KE rn .r Im pa x m� �N ra m m ..r +r �;•+ ry � �n n �m vs a r rl; i lir �/ r� %, // Of m i z �', r y Iq w w � 44 M or ca ,"s r d � z N w 14) p c d W m FA d x Y � o r. z e,00 ` aan qrtir m .co I en,erated by REScheck-Web 'Software C ompr liance Certificate ' / Project End Residence Y��;,� � �rrti�. Energy Codes 2810 New York Energy Conservation Location: Warren County, New York Construction Type: Single-family Project Type: New Construction = _ Conditioned Floor Area: 5,587 ft2 '° Q Glazing Area 19% Climate Zone: 6 (7635 HDD) Permit Gate: Permit Number: Construction Site: Owner/Agent. Designer/Contractor: 8 Waters Edge Queensbury, New York 12804 Compliance: 0,4%Better Than Code Maximum UA: 819, Your UA: $16 The%Better or worse Than code Index reflects how ctose to complaarrce the house is based on code trade-off rales. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies M AssemblyMr CavityU-Factor UA Perimeter First Floor Exterior Wallis:Wood Frame. 16in.o.c. 5,865 191.0 6.0 0.043 201 Casement: Wood Frame, 2 Pane w/Low-E 661 0,290 192 Fixed: Woad Frame, 2 Pane w/Low-E 207 0,280 58 Custom/Coors: Wood Frame, 2 Pane w/Low-E 223 0.300 67 Door: Class 49 0.280 14 Door: Solid 42 0.280 12 Above Garage: All-Wood Doistrrruss Over Uncond, Space 965 .30,0 0.0 0,033 32 Ceiling„Cathedral 2,220 49.0 0.0 0.022 49 Ceiling: Flat or Scissor Truss 1,647 49.0 0,0 0.026 43 Basement: Solid Concrete or Masonry 2,212 0.0 15,0 0.067 1.48 Wall height: 5.0' Depth below grade:4.0' Insulation depth: 4.0' Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5,5.0 and to comply with the mandatory requirements listed in REScheck InspectioChecklist. nature 4atWZ �44- Name- itis i.g Project Title: End Residence Report date: 04/21/16 Data filename: Page 1 of 7 RE'Sc eck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed dlirectl,y in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a, separate table, a reference to that table is provided. 103.2 Construction drawings and plies [PRIM documentation sufficiently s Not demonstrates energy code 40 am, compliance for the building Observable envelope. E]Not Applicable 103,2, Construction drawings and ocomplies 403,7 documentation sufficiently ElDoes Not [PR31' demonstrates energy code compliance for lighting and E]Not Observable mechanical systems. Systems E]Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. ' 403,0,'�IPIRNk;Heating and cooling equipment is Heating: Heating: ©Complies sized per RCCA Manual S based Btu/hr Btu/hr l7lDoes Not on loads per RCCA Manual J or Cooling: Cooling; EINot Observable other approved methods. Btu/hr Btu/hr EINot Applicable Additional Comments/Assumptions: Li IH-1 High (Tier 1)gh In "2 Medium impact(Tier 2) Low Impact(Tier 3) Project Title; End Residence Report date: 04/21/16 Data filename: Page 3 of 7 o tN ` ; Exposed foundation insulation ❑Complies protection. ❑poesNat ❑Not Observable ❑Not Applicable 4fD3„B„ Snow melt controls. ❑Complies ["O ❑does Not ❑Not Observable t1Not Applicable Additional Comments/Assumptions: 1 Hwgla Impact (Tien 1) Medium Impact(Tier ) � Low Impact(Tier 3) Project Title: End Residence Report date: 04/21/16 Data fiiename: Page 4 of 7 i, veil:9i //,,. i �/r. r i ..,,/. .0 /,,.✓ ,i li /1/.;r i:././ �; '//i /i. / r/ / .,:1;.i, 402.4.4 Fenestration that is not site built [lComplies ° [FR2011 is listed and labeled as meeting ❑Does Not j �AAMAMDIVIA/CSA 101/1.5.2/A440 10 or has infiltration rates per NF RC '❑Not Observable 400 that do not exceed code ❑Nat Applicable limits, 402'4,5 ,I IC-rated recessed lighting fixtures u❑Compiles �[FR1' sealed at housing/interior finish ❑[roes Not ;and labeled to indicate&It; 2.0 �cfm leakage at 75 Pa. ❑Nat Observable EINot Applicable 403.2.2 All joints and seams of air ducts, ❑Compli'es [FR13]1 air handlers,filter boxes,and I❑Does.Not ;building cavities used as return ducts are sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Compllies [,FR15]a ducts or plenums, ❑Goes Not ❑Not Observable ❑Not Applicable 4p� j 0/ ;❑Goes Not HVAC piping conveying fluids R- R ❑Complies above 105 QF or chilled fluids r below 55 QF are insulated to R•3. � ,❑Not Observable I I;❑Not Applicable: piped a insulated hot water R- R- ❑Complies e ted to R-2. FlDoes Not r ❑Not Observable b v I v / ❑Not Applicable 'installed an all gravity dampers are ❑Cormplies Automatic or [FRI outdoor air ❑Goes Not intakes and exhausts. / ❑Na't Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Ter 1) 2 Medium impact(Tier 2) 3 Low Impact{Tier 3) Project Tuttle: End Residence Report dater 04/21/16 Data filename: Page 5 of 7 /,,,'✓J<«n% ��/ „ . ,r , ////� �//,� , �i��J" /,/� �I��/r� , ,,` , , ,;; ,�' �, f ,/Irl �, `0, '�All installed insulation Labeled or FI L1 installed R-values provided. ElDoes Not UNot Observable ;l]Not Applicablle Additional Comments/Assumptions: u ',High impact(Tier 1�� r edium lnn ct(Tier 2) 3 c. vW Irnpact(Tier 3� Project Title: End Residence Report date, 04/21/16 Data filenanne: Page 6 of 7 ,, � � °��,!//////r,.�////% rii//,/��i�i/�f,,,�li,�i;�/�,//,oiii/ //�✓/�i i � I//�//�i,��/,//r/%/ 1�,��l,,ll�/1i�///� 1 /I //��ol/,, 402.4.2, a Building envelope tightness Ac H 50 _ tl ACC 50 = IElCae phot 402.4.2.1 :verified b blower door test result [FI1711 of&It;7 ACH at 50 Pa,This40 tl requirement may instead be met j ❑Nat Observable °via visual inspection, in which {❑Not Applicable case verification may need to j occur during Insulation Inspection, 403.2.2 Duct tightness via post- cfm cfm ❑Corruplies [F14]1 (construction with maximum tl tl❑Does Not leakage of 8 cfm to outdoors, or tl �i 12 cfm across systems. For tl tl❑Not observable tl rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection,with maximum tl r leakage of 6 cfm across systems tl jand 4 cfm without air handier, o Programmable thermostats ❑Complies r119 �;�//'° installed on forced air furnaces. ❑Does Not i/� % ❑Not observable { �f%/ ❑Nqt Applicable Heat pump thermostat installed ❑Complies [Fltf on heat pumps, ❑Does Not ❑Not observable ❑Not Applicable Circuiating service hot water ClCampliles tl systems have automatic or ❑Does Not u accessible manual controls. ©Nat Observable ❑Not Applicable compliance certificate posted. ❑Complies l 11///i ❑Does Not o///% %/'/ ❑Not Observable Applicable 303.3' Manufacturer manuals for ❑complies [FI181I3 mechanical and water heating ❑Does Not equipment have been provided. ❑Not observable ❑Not Applicable Additional Comments/Assumptions; High Impact frier 11 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3y .� I .. ._ u Project Title; End Residence Report date: 04/21/16 Data filename; Page 7 of 7 0 2010 New York N/,* Energy Conservation Construction Code Energy Efficiency Certificate MMZMMMMMMMMMZ�� Above-Grade Wall 25.00 Below-Grade Wall 15.00 Floor 30.00 Ceiling / Rout 49.00 ductwork (unconditioned spaces): Window 0.29 Door 0.28 Heating System: Cooling System: Water Heater: Name: Date: Comments _ .- _... .. _ - - ._ _ I . I 1. 11 . Ill.."! A ..,,..... . , , .,.,.,I.", Ill 01-1111111 y.., „W ...,..o , �, . . , . g t. .` ` xA SITE STATISTICS 1 - .3ettaac4e f2 1 _tnertts = , — I , L- " o , —,- " _, :, -0 r x,: - ec uir� " kf3 �_ — __ � y ZONING DISTRICT; WR �- = _ - , il' ,,_,,�,,��:"_��L,�'�,��i -' i. Site Development Data % Ares Rectttireti Existing PtOpc�aett 1 ft GEORGE /�T R E A 1 0 4 ACRES OTS MERGE _ Ari / vQ Exlstl T�tat --- F(Un — L V A E {L D T e nc s .ft PrQPoseci s .ft. t[aj Addition sq. 30 33 �� „y-: - i® DENOTES lYPiCAL PROPOS® SNALLtaW CATCH BASIN r�. t3uildin faa# tint _ —s R E' �s333(-35ti t) -,5:3:3 Front[2j e--1 SETBACKS: fi I ''' -- W a 1�7 pets+ched Oara!�e ?o �°' B SE r�alis� [ ?' DENOTES PROPOS® RIP-RAP ARMOR tc5 0 (-4ei6} 0 j'i - j f { � SHORELINE 5Q' r S uC re , - [ ! i �0 4:3Jo a W C. tictcssv y i( to [ } -- Sic1e'fa(d[tj 2171 72 ritY4 nQG Q(-'Uo) D Try _ 0 DENOTES PROPOSED WELL ----- --� � .z - ;�g.'s - TREE •P fa , 'C8 3(6� 4 ..1 - — ,4 - T t1. Pay..d,gray.I ar�tneC I�jrc� arta � 7^ 32- � r [ j .C 5 u7 1 5.(2550pa i '132a id iarti 2 f E N T ; -- � 43f4d �r = W a. R 0 3 DENOTES PROPOSED .SILT FENCE_"-': 1� I/ I E. Porches J Decks 28 a 1254 (-205} 1254 Rear Yard[1j a SIDE 25 — ',,, F. Other __� . -- — - Bear Yarn[2j I 1 I - Q B�J I LD I N N N T tJ �. Tc tal t ton-Pe(meaE� dd A Fj !O,�Sr, _12 ravel Carr�dor �� .oC �IoIL _rrr r G Ef G I [F� EI. l�aroel area [13,5$0 st},it.J acre] 7 7 _1 _ 04 - - . r r�11 � ~ �5 t�! t5��+o �t tEt Height[max] �. i —0 28 'TJ 2 2r �!' W - � k . . P E R M E A L7(LIT'I / ro MIN. E. Parcet7tage ai[mpermeabla Area of Site [i=G/iij 24.2°b j 15.f�� Permeabitit} I E - _ - 1 r L5.8�'u 31.-1%, ''` � * . - - to - ta � to { � �, a IMPER'V(OUS AREA 8,550 SF (18.40 - t$0.OS prCtit y Suaces 2 }t % 4Y IN ,, - -1 �, FLOOR AREA RATIO 22� ALLOWED — 15.5% PROPOSED - N 3 :P. z -, WATER S�JPPLY LAKE WATER - 96 09 Z _ - � ,5 �� APPROXIMATE LIMITS W ` ` 'T y WASTEWATER EXISTING ONSITE SYSTEM �5 BEDROOM} I z _I 0 - OF DISTURBANCE t STORM WATER: ONSITE �3 t . .5 { .533" �_ ( - 1, -i A , .1 F - -- �, ,v- _ - - ix f 1 - i, �"- �t C, - Ted An - CT_Pl `""' � €�F?��T� 'x �. NSC I z . Ll <, 2 fF. �ZZ Ij _III LANDS N/F of J 2 r�,�\f r � N�\� VU� � u(�i � T � I1� = i� 6r-4 W k _ . .e..�:,: .".., - - PHILIP J. AlOYNJHAN '11,\ r v- i ( L - M"' ti J' pp r r3 ��»tiJ r0 THS: - - - - _ - �yr�-yr r��•�t •�, -� �hy f=r�()�vj rHr rad O i✓ 1 i V` �3 IRF ,_ , y . .-• c` ' i "'Ic � : Aft w - SITE :. 23 IV d'�r� _{1' �,_ p� fE SCALE: 1 = 2,000 '-- ,I1 11 WA TER FROM LAKE ,,� _ 1 - VARIANCE REQ_U_EST: � ,,nth s,;iar,iu;�� _ � W �$ 2 \ THE PROPOSED RE-DEVELOPMENT OF THE TWO PROPERTIES WILL REQUIRE N3436'41"E �0- = I--I W SEVERAL VARIANCES RELATED TO BUILDING HEIGHT, HORIZONTAL SETBACKS FOR 6.59 \ _ = 4 STORMWATER INFILTRATION DEVICES AND PUBLIC ROAD FRONTAGE. ti, JR U) \ - W r<,- - w - THE FOLLOWING AREA VARIANCE FOR BUILDING HEIGHT RELIEF IS REQUIRED BASED 1 R� Q _ � - ~�. AJIJOJNEJ?'s "ice IRF 2 p BIRCH _ � - ON THE PROVISIONS OF: DECK '�$ cn u,le 'S>FR \ . a04 - 8 z ¢ - e SECTION 179-3-040 A.(5)(B)[91 AND 179 ATTACHMENT 1 � 0- J _�.,, �, Ill_ = W } `. � JRF \ / \\ M SILT FENCE (TYP.) — �d t�I[�[ f1 V-1 BUILDING HEIGHT OF 29.9 VS. 28.0 REQUIRED � . )/ `� / \ SECTION 179-4-050 A. E ISTING WAST ;aTER s TE f 0 ` � 11 910z F 0 A��d � . 0 TO BE CONVERTED To sTORMWATER L� �" s TP 3 - PC4 �q - - uiJ - ' VS. 50' REQUIRED "` ...y - ROAD - 0 Q ..,. . - I., l TION BED. Z�,E _ ,� ;! i : .�m.�� i V-2 FRONTAGE ON A PUBLIC J Q - , `1 /� [/{/)J�) //y^��\� - ill''', II .ILL�., �I ....I. .., 1 "i THE FOLLOWING VARIANCE IS EXPECTED TO BE REQUIRED FOR THE PROPOSED ` V J// -r r 324 /'- / ,''moi}'•'. ' RAIN GARDEN 3 = .��a...N ,e, I11 :,�- �.� ,; PLACEMENT OF THE STORMWATER MANAGEMENT INFILTRA 1101y DEVICES. �~ — / - / i .:' - ;..~.,: / m SECTION 147-11 SUPPLEMENTARY REQUIREMENTS FOR PROJECTS WITHIN ° " _ . / \ . ;: s.ue: s f `� �- \ J LAKE GEORGE _ N35"1120"E /j/ lR, �''' ' - ,` / _ - 'F 17.9©' \. '' - �-- 1. 1.(2)(C) SETBACK TO WATER BODY - 100 REQUIRED - _ °"o µ ; . 11 _ f: _ �j GORGE 45 VS 100 REQUIRED. 211 I V-3 RAIN GARDEN 3 TO LAKE E / `� - _ _ - - ._ " s 11�__ - ...- , `- - � - ,s. — A, , - ,a.. - ,a. - — :a. ,i - - �� - - �' i'r> .�.,'� ` �=�w,,'_ K."'.Ayr - - _ �1Q l 1-1 V-3 RAIN GARDEN 2 TO LAKE GEORGE - 28' VS. 100' REQUIRED ~' ,' ; , �� ,5t, u:� = i v-3 N29'46 2fi E '� ,, A, - A, � � � � �.. 'Al � 18.07' � \ o'> 'E, :- K ` �!' �i''s'' f.:: RIDGE LINE a a O >s ELEVATION=352.9 - V-3 RAIN GARDEN 1 TO LAKE GEORGE 54 VS. 100 REQUIRED LANDS / �f - }y5� = L� t'� ? HAROLD KIRKPA7RJCK /f _ t\ r° I RAIN GARDEN f ( } xs . . ti s'- — PROPOSED HOUSE z�. 1 / GEORGE J \ L7 , ANDREW KJRKPATRJCK SEE DETAIL 11111111/ - EN T NOTES - . 11 DEVELOPMENT —� S2 ��5tt _��- N GARDEN LAKE - 19 5 �- w N333o 02 E r'— ` 7: n - w41 2 EVA TION , 3 I& a, � � A. � Al � � j, s ..5 n WATER SUPPLY WILL BE FROM LAKE GEORGE \ \ E� �' F y GARA -` - DATE OF _ GE - 'yi - (SEE 6ETA1L) SUR 1/EY >- WETLANIJ AREA NSg — - ,, t w\ 1,Yr FF=326 5f ; Z t O1V — h - Com THE POWER SUPPLY WILL COME TO THE SITE OVERHEAD TO THE MAIN 20954.5 -SQ. FEET / P -J P - - oti �,, BUILDING a" SHUTOFF IN THE PROPOSED HOUSE. 5 0.48.ACRES-�_� �, \ 3 , . - - (Illy / / �� \\ ``" \ HEIGHT=29.9 FT — +�I d / SITE LIGHTING WILL BE TYPICAL RESIDENTIAL LIGHTING WITH BUILDING ' : . //// /0 ` - i �• _ . p l v7,t `` //�i�f/f� k 11 l ' 6/V _ d N OD LIGHT FOR THE , 1 / �5, �£ °" v- MOUNTED FIX AT DOOR ENTRIES, A FLOOD / i __ g 4- r �,� DRIVEWAY AREA, AND A POST LIGHT FOR WALKWAY AREAS ' _PROPOSED HOUSE TO BE �` / I �. •M _ ;�.• r- ' SERVED BY EXISTING= // t .t,Ey N n 5 e '� ;;a, �'` D - _ THE LANDSCAPE PLAN AS SHOWN ADDRESSES THE SHORELINE BUFFER 5 BEDROOM (sOO GPD) I _ y« - u°i ° ;� :: ock o 0 R FIELD = ,, �.- / Y REQUIREMENTS. SUPPLEMENTAL PLANTINGS AROUND THE RESIDENCE- WILLZi ` ABSORPTION ` ffiXb� ` . ,,'ti r kkF �� SU�aF a Q BE TYPICAL OF A RESIDENTIAL LANDSCAPE PLAN AND WILL BE JL" , � A, �, � �, �' 0 T° �- v o F- # `� / 1 '' �'� '. ,. .,L .'_r LRAD - 32 EtVT 4 DETERMINED BY THE OWNER AND LANDSCAPE CONTRACTOR FOLLOWING / by °WEE - 3Dt / � ffi \III ADJ CONSTRUCTION OF THE HOUSE �' (�� ` _ �. - - !J ` SEE DETAIN 1,::? „d. W.. , ,;i I 1..,I1l „ . 1.,,,,L kw ii—i—.. ",,w,,.,li,r Y,,u I..a „, tee, ,,,..-,. Il..• G ,A ) SCK - a c� - j '\ / ti \ 1 TPz� Vv _ u A, VV �0 1 �'� ( L o �,,, \ ` a - / \ � I N -._ V J ~ — \ 17 8"MAPLE 14"MAPLE / ( - = c - t � Q / I . 1 \ g" Q ,s a tr -- 0 � -oIQ - \ 1-1 / ,rl*a D- qx 20'ASH __1 Q �"�-�11 � .� _ - f - r — � t - L , v-2 I / -- _----.: ,� ' - /` 18"MAPLE .`l! : � / � N I / - _ _ _ t 4 _ i 1 18"MAPLc n,III I > — ! _ _ - _ _t ` 1 1I - () `� r ��` `�� o� 1 _ . . _ - - is 2s" oAx h SILT FENCE (TYP.) - 4 ,1A ' - - \• /. d PL t O . D EXISTING WALLS ` -- V WNER TO MO IFY 38'2 - , - `i 323 — — — _ s GSTEM. WARS -TO S `� __� AROUND SEPTIC SYSTEM. BE ESI ED Bl' OTHERS [PROJECT AREA PARCELS - - - - .1� !\ � ,� -� 3�q. - "- '-\.,� `' 1V83(?7'15"y� �� 2 7.12-1-31 & 30 i ` -.�_ ./' - GARAGE _ - r C ! _ _ L APPROXIMATE LIMITS ` ~ / - - t OF DISTURBANCE PROPOSED....... a - S CO t, - `' �� O PRECAST . - �O ' ** V ` _ `- LANDS N/F OF TANK GALLON i... ' _ - i i� v Irl a Irl a. i„ iii w. .n., .mm,u ,i,e i�wiloll/ P DARWIN & CYN7HIA DELAPPA ADJOJNER S HOUSE a 0 1 / 1 t / i _ p 7937225 WATER FROM LAKE _ - - Izil ,� i - SILT FENCE k L, -11 .® g ,, . .. - PROPOSED PUMP PIT ° ' - - �_ REFER TO DETAIL) GRAPHi� SCALE CN _ - a - - J - - - t - - 5 a 1„ - s - 2fl 15 1Q' 'fl �fl 60 _ C ��.,w..�:w.:. �,.�.�...��.�,_..�ww "� W v„ . "w_:...� ,y. ...... �,�w �.��..." __...�..:.,:,,� ... . ....,wa�:L.��w�__. 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MOYNtHAN ~ '� (RF " � , Y g 9Z t4, - �� E„ -4 # x - _ -- u� _ S 1437/132 - ' AIL Z { { 5 K � �� \ 323 \ - NLj� a =,u ^- '` 1 I WATER FROM LAKE �, \ t ' �z - \ - w f } 1�1f,,2 \ N3436'41"E \ to = r-� IT LOCATION .t P i ``\ f 6.59' REMovE IXISIIPIc P�v�1��IVT 1 S IR AN AP 4 DISPOSE OF OFFSITE AT _0 i PROVED LOCATION. REMOVE....•. - SCALE. 1" — 2,®fl0' I AND VE EXISTING WOOD FRAME IRF .) \`c ! z HOUSE, ASSOCIATED PORCH, ADJOINER S "1� "n PATIO, PORTION OF DOCK AND - g'k v�'i etsR \ z DISPOSE OF OFFSITE. � z 0 �D 12 j DECK 0 � � --I . — W w �3 Z 13 z� - IRF ' ! \ W - � 4 � _ I . \ ` } BIRO/ I � cm I UTILITY POLE TO BE RELOCATED. \ / Fp 3� ,- "`r _ � v d g, — ,u CONTRACTOR SHALL COORDINATE �'�, RIAAx4�1 \ `-'� _ p5► WITH UTILITY PROVIDER TO /�'`�A -- — — — -- � } 0 . RELOCATE POLE S i'� �==�� . $ d9 l / \ 10 WATERS EDGE DRIVE 31 ,,, � � . ,9a :,a ,.. ,da � / Q I I- - C'S g1. �i APPRO . � \� 2 STORY / a _ .. / _ / '' SEP77C S TEM / WOOD FRAME DOCK — — / p �� _ REMOVE EXISTING PAVEMENT AREA 18,000t SG?. FT. i OSE OF OFFSITE AT 0.411 ACRES 1 dVER HOUSE AND DISPOSE / AN APPROVED LOCATION. - 32`� TAX PARCEL 227.17-1-30 / f WO UE BOAT SLIP = - -,a S. — J — - - 4 - A - / / - / - ` _ '.! Iwl I-„il L. Y I I 1 J,a IY HILL��,, ,.�S„ +Ilm N35'11 20'� IRF \\` t 17.90' A� .u,,.mx, , J s a r a e y a / ' t`� 3�4 — i Q(R,�� © '// // DOCK e w - 3 - — Z BRPA710TONE OVERRANr*1 I - V..1 _ - L ED, ASSOCIATED W / 32 - REMOVE EXISTING CABIN,. ! 1 _ I I I -1 A, A, � � WALKWAYS � � � � ——:——� = W J AND DISPOSE OF OFFSITE f \ 'INE I. -'� ` t —j - - - -- I. ASPHAL7 ... N29 4 ' »E 1); \i 323 REMOVE EXISTING �— ¢.� � 4 WGDiaG RC�W 9 _ LANDS N/F OF \ -_ . r- - - _ _ _ _ R-/ m1 . Y - :. - KF - - HAROLD KIRKPA7RICK j. . � ,� <<y IL 4 e y ,n. - - - ,e. ,s :aa ,e 4 O Q _ , GEORGE . \ V _ ANDREW KIRKPATRICK / -� _- .III _ I r� 2' '� 1 - - �—t a 4 A, ;& � AL ��. .,. > � � � 18.00' - / N8 a �. \ \ LAKE ELEVATION TION — 3�9.5�' - WETLAND AREA / . _. / - !�_. 3.58 \. DATE OE SURVEY) � . ZLJ954.5 SQ. FEET ..... ... f _ ' 4 � \ rept 1 ., 1 J - NON 0.48 SD1CT10NAL TANKS S HAVE LICENSED � 0 �- v � REMOVE EXISTING WOOD FRAME - - K HALL-BE REMOVED AND EXISTING TANK. ,�/ i `g �'�TERS ,..20” , HOUSE, ASSOCIATED PORCHES. I SEPTAGE HAULER PUMP OUT J \ FR R! — PATIOS, WALKWAYS AND DISPOSE I POSED OF / ! G'� \ EDGED , m W I DISPOSED 4 ,& lu � � ,t, ,,, OFFSITE AT AN APPROVED LOCAT ON.' FILL AREA /, �� / \� �S,% T pOD "we �E OF OFFSITE - WITH APPROVED CLEAN SAND , `� qC I \ /�pUSE .. .. .. ... . . . .. .. .. . . . , - - - - - \ I � , I I � - i = >_ 2 � � "N r B , I ` _ I � I ! I �P I f a Dpek _ '� A, s a a . f 1 / s. �z3 — / 1- - - Q - - 0 C14 I /?�_Iv S, - - ( - I - REMOVE IXIS1 .. GARA . . / �� // ! �� APPROX. / 24n MAPLE J-, � �R;DpCk J - Y _ E / i ��3' f �I ��' TANK 44, Z Lf 01 v -_ O _ ``_`-- .. �: AND DISPOSE OF OFFSCTE / '� 1 d9 , Q I �� _ o �. ''— c3 Op - - 0 l \ `' - _� r 1/ . J- , \\ i PPROX. FORCE MAIN �p r2 ` *"`",,, 2 L£ } �_ e - = o _j `�� ,r / t \ CONTRACTOR SHALL HAVE LICENSED SEPTAGE 't \ \ \ /, rs-MAPLE 14"MAPLE � . 1 c \ J j `s I �4� ASH /(i / f TANKS SHALL BE REMOVEDANDDISPOSED OF \� '4,9,46 \ I m --- — OFFSITE A AN APPROVED LOCATION. . E v E A N FILL AREA \ \ \ J HAULER PUMP OUT TWO 2 EXISTING TANKS. n.h S4 r___�', m m mea eS4el� Y �I / \ f 2d ASH F " iiiiiiiiiiiiiiiiiiiiiilillillillitillil� ,a�` d o �_ \\ t A i I iTFI APPIVED CLEAN SAND .. ....... - f N s 1, / — —— W , L J -- —= — 1 _ — �eAZE86 ... -... ! .� / I I - ! ` �`�� — N r'AREA 27,440+ SQ. FL I \� 18'a f = ............. ........� l a _ — — 0.53 ACRES �� ! I TAX PARCEL 227.17-1-31 0 �I E(OF 0 E I t 1&"MAP AND DISPOSE FF f '`. �. I — `' Jl REIN eo c �- d, t r- � I `�� I _ J N ... . . . .. ..... . - J0 srrE r �, o E , __ -' 322 2sa aAx l ;) ty (I _ _ _ 5 z \ r� -75 -- 1 f MAP- REMOVE EXISTING FORCE MAIN ' \ - AND DISPOSE OF OFFSITE _ - $'2$ --_ 18?-D2� $7$ _- 323 — i == k . . _ ` `� . I �� . ( __ � = = v - 32.4 . -- - `� ` A183-0,,,j5,,W _ � , „., _ 11 - -* - - = _ ~�\, \ - e C ONSITE 1WITARY P1PE5 AND \ -\ - GAR ONTRACTOR SHALL REMOVE ALL �` / / L c F OFFSITE ! - '\ ,! DISPOSE 0 - - LANDS N/F OF I - r- DARWIN & CYNTHIA DELAPPA AD`TO/NER S HOUSE- \ � . _ _ _ 793 225 WA TER FROM L � _ - F - AKE - - < . - � 93 = c ' L 111-1.I,111111.11-./ - - m ,.u, .. „., : .wm., MAP REFERENCE , ,, _ 97 1 - � .I - u,+, m 1 ysl BASE INFORMATION MAP OF A SURVEY MADE FOR ROBERT F. & PATRICIA K. . , „ a�, - * V END", AS PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, DATED �� SCALE } - ® = Nc MARCH 12, 2007 AND LAST REVISED OCTOBER 7, 2015 - W N _ ®c = = a _ _ �. _ °< 20 15 as . „ II = � _ w i5 in, n za ao - c /� I- (IN FEET) _ _ a = s 1 INCH = 0 FT. . . / I - -1:1 I -.-: . l-I ..,..,v,,..n,...:..,.,.,,w,,. ., ,11,11 -',.-,�,._I-.. -,.,,..W,."la".._ 11 .. . ,,,...,�...,...,.�. ..,,. . I- I .,,,,,m�.W.....w... „ �:u.,. ,.,.., w, . 1 1,11,, �.,,..,..,,. .,-.....,..,,,I,.,..,,,. „ _. I 1111.. _. 1111,.. ,,.,. .,, 1111.,, e,.��,,,,,,, , ,,,, , ,,, ,,, ,�._.� ....�..,,,.,.., .,.,, 1111._ ., ....�... ., ..,...,.W..w.,.,.. .:.�....,......w,..,.. ,,.. ,..,,.,,.,. ., ..,..,,,,,_ ., . ,. , . ........�.,., .,...,., . , w, ,. ,._,,,...� 1111,. . .,- 1111_.. . ......�.,,.. ..,...,�......,... .,,. ,.«..,_,. .. w..,. ti 1111 1111,, 1111,.,,,.,,., n .,„11,11 . 1111.. ., ., 1111, I , m 4 „ x � �•QJ CT DE:��RIPTION: NO LOPR SUP - -TES F ^ SITE STATISTICS - GEORGE BOB AN W D TRISHA END WATER SUPPLY WILL BE FROM LAK ,` - '':' . .;,: .< :,�' ,�_..':.>. -. ,; = ''".>,_ ._ '. WATERS EDGE DRIVE, PROPOSE OF REMOVE RESIDENTIAL EXISTINGRESIDENCESDENCES AND THE POWER SUPPLY WILL COME TOETHE SITE 1n WR Tp N p� QUA N CRY 0 ZONING DISTRICT. , ACCESSORY-,,, ,,,,_ ,,. >.,., . ' � ,.,.,..:, ;:•.;, , ,, : ,: - ESSORY STRUCTURES ON TLiE TWO LOTS AND BUILD ONE RESIDENCE. HE TWO 0 CE. T D TO THE SHUTOFF I HE POSED u::'. ;:�,'>- - SITE LIGHTING WILL BE 'TYPICAL RESIDENTIAL LIGHTING LEGEND EN .�:_ OVERHEAD MAIN N�T PRO - :-a°'--- ... _ _; x.e5 :` P3 *� `£. �.1 TAX PARCELS WILL BE MERGED UPON ZONING/PLANNING APPROVALS. HOUSE. �. �;,�,, , ` �� gaw >f w� LOT A R E A.a 1 .04 ACRES (LOTS MERGED) IT SHOULD BE NOTED THAT NEITHER EXISTING RESIDENCE IS COMPLIANT WITH THE - -� SHORELINE SETBACK STANDARD FOR THIS ZONING DISTRICT BUT THE PROPOSED WITH BUILDING MOUNTED FIXTURES AT DOOR ENTRIES DENOTES TYPICAL PROPOSED SHALLOW CATCH IN A FLOOD LIGHT FOR THE DRIVEWAY AREA, _.- _,.,., 3 <.,_., .: .,.,'_.., ;. :,...`1u- .,,`,` ,.^„ ,,,.:,_,,,'<.':,u�' ;,,: •, : ;,.>., . •.. -::: ,..;:,<:-:':., - = = t� AND A ----� RESIDENCE WILL BE SETBACK BEYOND THE PRESCRIBED 50 DISTANCE FROM THE :.: '.; ';': .; �.:: •'-: ::' ��s==•ew a�.•- _= SET C K S: B A PAST LIGHT FOR WALKWAY AREAS � LAKE. J 1 016 • - THE PROPOSED RESIDENCE WILL BE SERVED BY THE TOWN APPROVED t ><;-. .;;= ;. ,•. NDSCAPE PLAN AS SHOWN ADDRESSES THE P':•:`:`�•,_,•::,;;:'.::.r::: ..°::;�,`_ .. - - : ....... ....:•..:,..;,, „:':>' ;;::,:.?` _' '',:, r.• �.' .. ':^ :.'•..,,., a„",, , .. �,. .:�: PROP IP- ARMOR EXISTING FIVE - <,;::•.,..,,,,. . >...,,. ;.„� �, ,;,,,,,,,,, ,;,,;�:" ,� .. . : x ,,,,, , _, ,,-„-,a.,,,,; � DENOTES OSED R BEDROOM CAPACITY WASTEWATER SYSTEM WHICH SERVED THE SHORELINE BUFFER REQUIREMENTS. SU?PLEMENTAL ,,,,;,,; ;,,;; >.:.::M<:• RESIDENCE AND GUEST COTTAGE AT 8 WATERS SHORELINE 50 EDGE DRIVE. A STORMWATER , _:.>,,•,;•:,::-.•,:",..;� -' ., . .,,: ,•.: :�,.,<::;:�-�::- �<. ^ ,,, , :�,:" :..: ,'.' '� PLANTINGS AROUND THE RESIDENCE 'MLL BE TYPICAL -• '„r' .-^�,; �;.' --o,.r ;',. <, "a ., ,,, �-:- " '• . .. ,,.p;.,-,,,.-,,.��,.,�::";>,':.: ,_ ..,:'.., ": MANAGEMENT SYSTEM IS ALSO PROPOSED IN AN EFFORT TO CONTROL RUNOFF PROPOSED TREE WELL ;,:-:,,..;` .:r,,,.. _. . ...._.> .,Y ,_:, ..fi. ` �. > ' ' � -",: •. " - FROM THE IMPERVIOUS AREAS OF THE DEVELOPED SITE. AN SAND BE �'�7�+1�1 C,- C,�i.1e'�.�'1Scal.,��'f �` OF A RESIDENTIAL LANDSCAPE PL WILL ti� ��' ,:= .::•:;,; ',,...,, _,a„':.��.,?.; ; - =...,z�?x..:;,,, ,,>,,�.�> a. .; DETERMINED BY THE OWNER AND LANDSCAPE - FRONT 30 z t.•r.f:.... .;„�may.::: =...,., .. '. N CONTRACTOR FOLLOWING CONSTRUCTIONOF THE w >� •-_',r--:��. .N <:_ `:; ` `•R' ;:': �. . DENOTES PROPOSED SILT FENCE �`:::•, .,<,�,,..-:,�'._3.,u_... „h..., . -:; �,:..."::: e ;, ,.,. �>" :�r.��=:', _> •.=sr ,.o..., : CONTRA OLL THE RE DEVELOPMENT OF THESE TWO PARCELS WILL RESULT IN A NET DECREASE HOUSE � i> >' a,y.;...',r:{::.:..:.:. .: . •:: .. :. .,;:. :a:"'.: m;,;::„:>,:,,a•.`;.;,,:. A. IN IMPERVIOUS AREA FROM THE NEW HOUSE FOOTPRINT DRIVEWAY AREA IDE >,,,,;, _;.,..,., ,,;.'.,, ,. .. ,• ,,,: ,:> .....: ,.., M.r:� DEC / ERRACES AND WALKWAY AREAS. h, p F V �y� - co 0 ''<a � Lt� �:TIor�> ...a��...- _" � h�� BUILDING [=�Ef G H T 28' `� �A � � ��' 6�: PERMEABILITY 7 5� -MIN. �. - MAY X0201 f a. t>, wZ. �w I 1 SF 8.4 U' 8 350 �• �c\ IMPERVIOUS S AREA 9 MP ( ) - n U` u w� a SY �9� 4\L „ i f <n e \ I- > > 2 �,, : �-�,_..x -._„_ '.a.:�:,-: . .,•. ::` �.. .,, ; :'::'. TIO � ALLOWED L O W E D 15.5� PROPOSE FLOOR AREA RA BUILD LfB ' r - - - , WATER SUPPLY LAKE WATER - e' '1PgTFB- APPROXI F ;w, ,,,_ , . ;"F' • :.,.. , :<<.::;` ':'';, re;; :.': t.`: SUPPLY NOTE; MATE LIMITS NO EXISTING WATER SUPPLY WE E v. �-:.-�•'�� .-:; -'y_: ,4,��`a:�s:'.-.,'". DISTURBANCE LOCATED WITH 100 FEET OF THE PROPOSED °• ;'qtr;; ✓- °;;:`.:`= I.� �. �, ::r."�a�.x:,::' _ .�a.��.: : '•� :a';:'- t .�,.;•:,� a ^: -, �;= WASTEWA R EXISTINGONSITE SYSTEM ( BEDROOM) STORMWATER AND/OR WASTEWATER SYSTEMS: . 5 M STORMWATER: ONSITE : , � 3� REMOVE EXISTING SEAWALL = _ �,,,,. .':.: ::' .:.... `,:::;'a ,,.>.•^ �xa - LANDS N/F OF � „- AND REPLACE WITHAft �„ >•"` --` ` a PHILIP J MOYNINAN IP RAP SLOPE > 14371132 I - _. `-�• IRF - SITE 1 1 A 323 WATER FROM LAKE �``� X 12 SCALE: 1" = 2,000' > 9•�� .\ p 13. TOWN OF t2UEENSBUf3Y PLANNING BOARD N34:38'41"E- NATURAL STONE CS 5Q• \ EXISTING BIRCW TREES, w � �WALKWAY (TVP.) \: OWNER TO REPLACE RESOLUTION - G SITE PLAN APPROVAL FOR SRE PLAN PZ-0040-2015 8.59 1 ROBERT TRlSHA END ~ 'd \ EM KIND IF NOT VIABLE 1'1 TAX MAP ID: 227.17-1-31 & 227.17-1-30 / PROP ADDR : 8 10 WATERS EDGE ROAD / ZONING: WR ! IRF w Ugl 4" VERTICAL PIPE WITH �:`� < THE APPLICANT HAS SUBMITTED AN APPLICATION TO THE PLANNING BOARD FOR SITE PLAN APPROVAL PURSUANT TO /RF RC o SHORELINE BUFFER. GROUND H BUILDINGS ON 'TWO ' -' , 90° BEND. SEE BED SECTION ADJoINERS ,,� � 323 0 \ � COVER PLANTING AREA w ARTICLE 9 OF THE TOWN ZONING ORDINANCE FOR: APPLICANT PROPOSES DEMOLITION OF MULTIPLE BIRD"h' FT. FLOOR AREA RATIO. DECK /'1kP' � G-tF1s7ER � PARCELS TO CONSTRUCT A SINGLE FAMILY HOME WITH FOOTPRINT OF 4633 SQ. FT., 7042 SQ. //// g / Q w PROJECT INCLUDES DISTURBANCE OF 35,855 S(�. FT., MAJOR STORM WATER - SITE PLAN REVIEW. PURSUANT TO CHAPTER � / �163wq�2 g' �` � � it•✓� 147-11 OF THE ZONING ORDINANCE DISTURBANCE IN THE LAKE GEORGE BASIN SHALL BE SUBJECT TO PLANNING BOARD ' g0• �-� •2 w E-+ _ 3 REVIEW AND APPROVAL. I IRF \ _ SILT TY PURSUANT TO RELEVANT SECTIONS OF THE TOWN OF QUEENSBURY ZONING CODE-CHAPTER 179-9080, THE PLANNING w / , +` � •) BOARD HAS DETERMINED THAT THIS PROPOSAL SATISFIES THE REQUIREMENTS AS STATED IN THE ZONING CODE; � `# ` `BIR a • P FENCE.. ( P... AS REQUIRED BY GENERAL MUNICIPAL LAW SECTION 239-M THE SITE PLAN APPLICATION WAS REFERRED TO THE WARREN V� G \ \ / \ � COUNTY PLANNING DEPARTMENT FOR ITS RECOMMENDATION; � T N NT EXISTING WASTEWATER SYSTEM l ,QONSTRUC 10 E RANGE NOTE. TO BE CONVERTED TO STORMWATER � ,k"� / rP s � �- J FIRE PIT/PATIO CONTRACTOR SHALL INSTALL A CONSTRUCTION ENTRANCE FOR THE THE PLANNING BOARD OPENED A PUBLIC HEARING ON THE SITE PLAN APPLICATION ON 1/26/2(716 AND CONTINUED THE v >• SITE PRIOR TO THE START OF CONSTRUCTION. THIS CONSTRUCTION INFILTf2A71QN BED. � / �,� i^ \ 25 � i PUBLIC HEARING 70 1/26/2016 WHEN IT WAS CLOSED, /j ,. ENTRANCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE .. ."+ 8 2� � \\ Q� C.l THE PLANNING BOARD HAS REVIEWED THE APPLICATION MATERIALS SUBMITTED BY THE APPLICANT AND ALL COMMENTS DETAIL ON SHEET S-3. THE FINAL LOCATION SHALL BE _ _ 1, - T (f Wig W DETERMINED BY OWNER/CONTRACTOR. UPON COMPLETION OF GUTTER TO DOWNSPOUT Og 325.50 D >��! SHORELINE BUFFER. GROUND N �, „ i x / � COVER PLANTING AREA • MADE AT THE PUBLIC HEARING AND SUBMITTED IN WRITING THROUGH AND INCLUDING 1/26/2016; � - �' CONSTRUCTION THE CONSTRUCTION ENTRANCE SHALL BE REMOVED 3 -�'"� .� TO 4 PVC BURIED TO ._ ' � . ..Y.• ! AND THE SOILS RESTORED AS FOLLOWS: � -✓�'..:':.`• , THE PLANNING BOARD DETERMINES THAT THE APPLICATION COMPLIES WITH THE REVIEW CONSIDERATIONS AND STANDARDS °4, ER INFILTRATION BED ,.r-'� / 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. - STORMWATER � RAIN GARDEN #3 _ 4 -SOLID PVC SDR-35 "'•`,,:•.:�::: ".• / SET FORTH IN ARTICLE 9 OF THE ZONING ORDINANCE FOR SITE PLAN APPROVAL, � 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 � :.t / ,�:'':''..:�,.,. , . °`` (SEE DETAIL} AT 1% MIN. SLOPE " ,,,.,-!"`-:' .`>;;';• "' , PORTION OF. EXISTING INCHES USING ACAT-MOUNTED RIPPER, TRACTOR-MOUNTED - �/ � '/ .. .. •.� �" MOTION TO APPROVE SITE PLAN PZ-0040-2016 ROBERT & TRISHA END, INTRODUCED 8Y PAUL_ SCHONEWOLF WHO MOVED DISC, OR TILLER, MIXING, AND CIRCULATING AIR AND ,! % DOCK TO REMAIN FOR ITS ADOPTION, SECONDED BY BRAD MAGOWAN: COMPOST INTO SOIL. jJ 3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4 "" '� N35°71'20"E IRF PER THE DRAFT PROVIDED BY STAFF CONDITIONED UPON THE FOLLOWING CONDITIONS: INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. • 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES AND SEED 17.90' *••��., 1 ,�''� 1)WAIVERS REQUEST GRANTED: � _< \\\ �` OCK _ IF THE CONSTRUCTION ENTRANCE IS LOCATED IN THE AREA OF 4" ��•..,��.�k" ;'''�?' ; 1 }- �✓ .� 1 2 ADHERENCE TO THE ITEMS OUTLINED IN THE FOLLOW-UP LETTER SENT WITH THIS RESOLUTION. ` THE PROPOSED PERMEABLE PAVER DRNEWAY FENCING .�... �', ••�mss•. _ CTION FEN _ ..._ " , .. STRLl ._ <, R ZONE ORANGE CON _ -.: _ . - � -- :, r...."...:: �.:�.: ,�i: ..-, 'i > .S: � �. (])THE LIMITS OF CLEARING WILL CONSTITUTE ANO CUT BUFFER R:�..�s<� . . y ': �' PROPOSED LOCATION OF - " �'^-":^,u.- •_ -.-:--, .; %ice.. ." - . - :.,. ''. .' .. •. ..' ..� •.?".• ,� ,,- - s•' ' CONTRACTOR SHALL TILL THE SUBSOIL TO A DEPTH OF ATL ST AND FIELD VERIFIED BY COMMUNITY DEVELOPMENTS ___. < SHALL BE INSTALLED AROUND THESE AREAS A �..__ ,"'. . . �•. °-._ ',�. ., ,� ,�' / .�. -5.-t`;ti-•t^r - LAKE ENTRY. RLI? RAP. 1:� INCHES PRIOR TO INSTALLING STONE SUBBASE._,. � ,. - �� '�-'. ; r \ "`` :r�•.,�cf] x ' SANITARY SEWER CONNECTION PLAN -MUST BE SUBMITTED TO THE WASTEWATER `�' n � - - b)IF APPLICABLE, THE r � 4 ' � � � � RL-TURN AND AbD SAND �' DEPARTMENT FOR ITS REVIEW, APPROVAL, PERMITTING AND INSPECTION; - � . �.• �, � ABOVE MHW ELEVATION � LL_1 DING PERMIT WILL NOT :; � :� ;? � - ,., ; RE BEING ADDED OR CHANGED A DRIVEWAY PERMIT 15 REQUIRED. A BUIL ,- N2948 26"E :.n� �_ -'"'� \ •"'""' =� ,.rr' c IF CURB CUTS A - , ,.-••''�° » - ,. ,:-:; LL1 - vc a4 3c a4< .ic A Sa ,{. ,4 .4 ,4 .A aYa ,Cv ,� ^.' <C:„S�"�:i� _ _ , t adt.�,:.::::t..., BE ISSUED UNTIL THE APPROVED DRIVEWAY PERMIT HAS BEEN PROVIDED TO THE PLANNING OFFICE; •_ '- - - - 98.07' � .i.•. . `-`��;'.'r - LANDS N OF GUTTER TO DOWNSPOUT Z - SIGNATURE OF `' ' � A G THE ENGINEERING SIGN OFF REQUIRED PRIOR TO RAIN G RDEN 4 '�' ~;;"'' "" ,; .� .aa". � TO 4" PVC BURIED TO d)IF APPLICATION WAS REFERRED TO ENGINEERING N ' HAROLD KlRKPA7RlCK /` \ � ''.. ,-'....;:,, :.,;,. .. LAKEL, LLQ' = APPROVED PLANS; SEE DETAIL ,<_s;�:;'�:u> � RAIN GARDEN DISCHARGE ZONING ADMINISTRATOR OF THE APP 0 ( ) - - ' "' .... .-. / ._._k ___ ) \,,, ._<,, , ;; •�:. _ -:_:':�-•,,.... ,, .,, .>: PROPOSED COPY OF THE FOLLOWING TO THE TOWN: i •'•'-• 1 -~- HOUSE, ;,.,.'J,. '~ � 4" INV=32r•.5� ST SUBMIT A � ..,.'' e}IF REQUIRED, THE APPLICANT MU ANDREW KIRKPATRICK h '- ' '` ,� � - , TICE OF INTENT FOR COVERAGE UNDER THE CURRENT "NYSDEC SPDES GENERAL PERMIT "? � \::'', .. ,,:,•••''�"2;; ,; , • •,. FF=327.251 a.THE PROJECT NQI (NO " ) N33'30'02E '.._,"„"•"`-- _. "' .:��,.z,�\�,�, a,,;�--�^':....::�. . . ,. •. , v aa^,�"" :- •:��-- �--- GES FROM CONSTRUCTION ACTIVITY PRIOR TO THE START OF ANY SITE WORK. � �.,.\\ •qy� . ..•,,..' ;,�. ;,'.:`,'t , .. - .Y^ �±,>. � \ 325. \ < .. � ,� � >h �. >.� ,� � CB 1= 18.00' '�. ;, ,� / .�. �::"... ',.> , . � •-r'"� ,, ,,;,,; , ,;�,::. ,,,..-�-�: -; ,:: - RAIN GARDEN #2 LAKE ELEVATION = 319.5 ' ICE OF TERMINATION UPON COMPLETION OF THE PROJECT; # ; - ...1 ..-. ..•' .:.... :, .,:::>•.`:. ,., :. ;. <..-^-- "=��'', _ .fV$4"� Z , ,,,•wb>W„ t,W :. b.THE PROJECT NOT (NOT ) 1 - EE TF=323.40= / / .75 325.75X �cL r` ,,,;:,;=.: '::,�', GARAGE '�, � '. ,,,, - ;..:." i ;i=::=. - ,.''� 1 W •= (S DETAIL) ` / ( N D OSUR • c.THE APPLICANT MUST MAINTAIN ON THEIR PROJECT SITE, FOR REVIEW BY STAFF: - J F WETLAND AREA _-_• „ _ ,., ... .• „ ,.."` FF=326.5 ;' ,,,,,,:„�.•; � \ O ATE UEYI ESE PLANS ..,... ,„ � _,• '.,•�a�t"r\ -_.:, ` r a OR. THESE 4 INV IN-322.00,,, "::,..., .a.:.; ,,.: ,,: ..,_:', -:. > • BEEN STAMPED BY THE TOWN ZONING ADMINISTRAT _ _ L THE APPROVED FINAL PLANS THAT HAVE '••..,. . «h. _ _ k 20954.5 SQ. FEET : ' i / . � .;ys;�<'�,� TP# :•.: >E ; WHEN SUCH A PLAN WAS .'�. 8 INV OUT-3J10.48 A CES .55- • M WATER POLLUTION PREVENTION PLAN W ,, ,� ,< s >� � � ,� ,� MUST INCLUDE THE PROJECT SWPPP STOR ) . � PREPARED AND APPROVED; ,l pF \ ••rd.,}C•i`� ;•. \ - •• ERAL PERMIT, OR AN (NON JURISDICTIONAL) � � � �w<� , ,•r � _ - _ VERAGE UNDER THE CURRENT NYSDEC SPDES GEN " " - _ u.THE PROJECT N01 AND PROOF OF CO _ P S PERMIT ISSUED FOR THE PROJECT !F REQUIRED. INDIVIDUAL S DE - .80- _ UNITY DEVELOPMENT � •� � '>< �• '�, � � � '� '� � - -+� . ' - 0 THE COMM .40 a� � REMOVE EXISTI = THE SITE PLAN MUST BE SUBMITTED T - f FINAL APPROVED PLANS, IN COMPLIANCE WITH , - 6 • � ;: �,, - ,`,.,';., ,, `' , ,. : `�•::. .'_ -..`�".---�. NG SEAWALL � _ ES PERSONNEL; •• k C/ - G AND C AND OR BUILDING �,:�. REPLACE WITH HE ZONING ADMINISTRATOR I H �,. FURTHER REVIEW BY T Z .-_::.,:': -=�`� :•`,<:�`.�=; ''>°` DEPARTMENT BEFORE ANY F . al >., PPRO AL AND PRIOR TO ISSUANCE OF BUILDING / RIP -RAP APPLICANT MUST MEET WITH STAFF AFTER A V a„PVC sDR-26 - STr�*?'ti,,,:+d.tic�,• � - RI -RAP SLOPE q � N PERMIT AND/OR THE BEGINNING OF ANY SITE WORK, � '" PROPOSED HOUSE TO BE = 7 x� • :�::. r P DEN ON COMPLIANCE WITH '` ITS INCLUDING BUILDING PERMITS IS DEPENDENT T � - h SUBSEQUENT ISSUANCE OF FURTHER PERM J _ ) SERVED BY EXISTING - � �` 5' " .,.,•�-. . j , �.w-�•� � �---.., I NATURAL,STONE THIS AND ALL OTHER CONDITIONS OF THIS RESOLUTION; •- w " 5 BEDROOM 600 GPD = � „;, -,, ,..,u. :;<"�>::.;:-, =�``�" r. - �.• •.. �._ � Y SITE PLAN IS DEVELOPED ACCORDING TO THE APPROVED PLANS TO BE ( ) = f i AS-BUILT PLANS 70 CERTIFY THAT THE S :� _ , ) ,,." ABSORPTION FIELD _ ,,. i ::.,'.:;,.:", �'''t'`",r, � �� p0 K ``--�WALKWAY.(TVP_.) _ E OF OCCUPANCY. � .•<• k. .,:;u`r ,,,� '- ;t` ;�• PROVIDED PRIOR TO ISSUANCE OF THE CERTIFICATE � - _ ' X j)RESOLUTION TO BE PLACED ON FINAL PLANS IN ITS ENTIRETY AND LEGIBLE. ! � _ .. "- " ,, / i� SU rr O� N DULY ADOPTED THIS 26TH DAY OF JANUARY, 2016, BY THE FOLLOWING VOTE: � " � ,/�k0� � / � ,.�' �';f25. Y`� .. �` ,h H Oen O O AYES: MR. DEEB, MR. SCHONEWOLF, MS. WHITE, MR. MAGOWAN, MR. FERONE, MR. TRAVER, MR. HUNSINGER ' / �-Z- LOWEST•'~ _ . :' �.�.•� . •ti �' (. GRADEADJACENT 323.Ot NOES NONE �. ,� TF=322.81 >,� >G. '��""?s ~,- _ w w _ • � ��_..' 9th t �s.. ,,�;Iw�r`®4'. y�,1 • t U � _ h mz 8" INV IN=321.20 T t n _ z • ' _ -�` PERMEABLE PAVER •'° 4 23 1 .... � `� 3 #2 ,. DO �. • ® o / DRIVEWAY � =N ' � 8" -INV OUT 3 20 MAPLE ( ) „_ , �W, , � � �� , . t t . 7 -y "`n-'- RDEN m > 21.20 ""` �.. � 3 � cvr , �"'" SEE DETAIL cn ® 0 /" la"MAPLE 14' MAPLE �� ,� EXPAND EXISTING DOCK APPROXIMATE LIMITS \ / o R-z1 F�? cx MAaH 4" BUILDING s SFF OF' DISTURBANCE 20"ASH - SEWER AT MIN - 1 , 'c •_-�' r 324 - - - � /� 2.0% SLOPE L 4 3 24 i8" MAPLE �- a l _ �+ SHORELINE BUFFER. GROUND I CQ may' / - 18" MAPLE ' ;� �COVER PLANTING AREA n 8"PVC$DR-2 �j `"_--^•^-_- _-" AK SILT... .. � FENCE TVP. e"PVC SDR-Zfi qq � _ LAKE GEORGE r �� a LF�o.as% � `` , PL I MA OWNER TO MODIFY EXISTING WALLS 3 g W t 9 AROUND SEPTIC SYSTEM. WALLS TO ' � GUTTER TO DOWNSPOUT = , REMOVE EXISTING SEAWALL . ' .. ERS TO 4" PVC BURIED TO ".,, > ' \ -. ._. --. AND REPLACE WITH "� - ',GARDEN DISCHARGE ` � -- '- RIP-RAP SLOPE ? v A 'U BE DESIGNED BY OTHERS - ' V RAIN' 4" INV=325.25 N8.3'O, Cg#3 _ " SEE�,� PROJECT AREA PARCELS t• ARAGE APPROXIMATE LOCATION OF 13" INV Ire=321.00 • ,{ 227.12-1-31 & 30 EXISTING STONE DRAINAGE \ / p APPROXIMATE LIMITS 8"„INV,OUT=321,.0,,, 'SYSTEM; REMOVE EXISTING � OF DISTURBANCE ' � 0 4" UNDERDRAIN. 8 PIPE PASSING ) �; = 'o ' � THROUGH, STONE SHALL BE EXISTING BLOCK STRUCTURE= - • , CONNECT PROPOSED FORCE PERFORATED. RECONSTRUCT TF=322.35/ --_. ��, PROPOSED PRECAST - - • • MAIN TO EXISTING DISTRIBUTION STONE TO MATCH EXISTING. 8" INV IN=320.331 (NEW) ^�� CONCRETE 1500 BOX. CONTRACTOR SHALL LOCATE LANDS 0.33 (EX) GALLON TANK 12 INV 0 THE EXACT LOCATION, TYPE, SIZE NjF of I AND CONDITION OF D-BOX PRIOR AD UT 32 DAR6YlN & CYNTHIA DELAPPA _ JOINERS HOUSE' cn TO CONSTRUCTION. , �' � � . 793/225 WATER FROti/ CA E` K EXISTING 12" CMP . >., SIL: f IF TVP. � DISCHARGE TO REMAIN � PROPOSED PUMP PIT � � ( 0 DETAIL) REFER T ' GRAPHIC SCALE �L• e# mom • zo is io s o zo as L,J MAP R FEET) � 1 INCH = 20 FT. t SCALE: 1' - 200 - �, i„ u,„li, �i,,.,, ,,,,, „W' >„ „,� �,�, ,,,�,,.�,1`, „e”„o.. „le, ,,,�,,,,,�,� I,I 1,11 1.to1..— ,,,,,,,,ii ,r.,aa„ ll �I� „ [,,..,eau . ,� „�I„ 1,,,,,,: ,,,,,,, , .,u,w.� ,„��,� , ,,,„,,x.,,.—. ,,,, ,,,, ,,,� Al,,, :I, ,.....,. . _ - ��, �� "u �� ii ;, r id.wlr' , .uu,Ylw lu �.,i „1,.,,.�.�,�•' i, WIC . d,„rY,. ,.,,,., 1 ...,,,,..e.., .. ,.�, , ,w.,m'— --_ .. .. .. ..,u,.:au.,.l.,,.e., u„ ue.,,,�, to,, „,,,��,�„�i, ,w e,.. l 1 u �,�,� �„�„ ..� ,r..s >,<... ,.,. , .,. ,�3•' `• 3x:1 •'} _ J •.....x - o;:,- e,, o-.7.• -” � ,'-,,. ,. .. , :x,.:. ,: {° ,,._.._..Y :: 3•: •z” , , a ,. :, ��`"� �::i:"7":i::. - - ., .... .. ,._...-,. . .. ..,.. ....,.r - V✓ S ANALYf - --_ _ _ _ tV'V - �`, - _ E Z - = C .,, ,F :; .,, -"",�-", ., ;fit,.,„ ''',1..•._ ._ , , ?'- ' °>, , TEST PITS: TEST PITS WERE EXCAVATED AT THE END PROPERTIES - ,; r':-.. ': LOCATED AT 8 & 10 WATERS EDGE DRIVE qN NOVEMBER 11 2015. ;i3 ,y - - THE PITS WER E OBSERVED AND LOG GED BY DENNIS MACELROY, PE j` TI STANDPIPES (4p PERFORATED PVC) WERE PLACED IN EACH EXCAVA ON r1 W ;' -'� ..•. TO BE ABLE TO MONITOR THE GROUND WATER LEVEL AT FUTURE '; -..,.; TIMES THE RESULTS ARE AS FOLL - b ,.; - 0 W 'A„ ,? :[,.'....; x'..-'..a,;,:::.:...... ...•.•.' ,..,., „• ,:;".',. : TEST PIT 1 NEAR SHED AT 8 WATE S EDGE DRIVE „ ;�< :, NOTES EXISTING SEWER MANHOLE _Iw,.<_ :«,.,, x - H - �_.„... ,.<..... _ .” .-,. ...,,v .... „ .,, ,�:..., 0" 6" BLACK LOAMY T P - E\' , ;, r [.�.,,,. ,,,., ,:,.. q :.:._: 's: F. ;:: m. ." E - ,:��'• STING TR E OTES EX( :,• DEN �' :... _ 6" 36” SAND S T 0 I - Y IL T S R ;:,> ,�.. T - 4 b�� ', i INITIAL WATER LEVEL READING AT 17 BELOW GRADE :;,” - �Z� DENOTES EXISTING UTILITY POLE :,. .. , - - U f: T�1 \\�._ I e.." � - - .,,- :, TEST PIT °':; ,:, ��,',F,F> i DENOTES SOIL TEST Pff LOCATION # RESIDENCE 2 SOUTH SIDE OF END " f � ._::. a : , ,,j; " ..,,,<,,;., 0" 6" BLACK LOAMY T P O W S OI L yes>�^=�>s"i�: „ z,E;i. i - M -x e`, - - . 2 . .: ,) ,? . a 6"-32" SANDY SILT TO SILT �' .,"�' - a. _ .`t'M ;;. , :• :.3r:,, \ ,fi :. J� �,3 •.JS i.I,._..„ .tt ,r.:..E. :•• :,,, > c.�° ",:= ,`,t1 >:'°..... INITIAL WATER LEVEL READING - ,.:•,.;:.:::,. �,,>. _ : :.'.:, s:,:..r_,., AT 24 BELOW GRADE ti:: � . .I rte','. , a__ ,',�, - n"� r�4» ?9}. _2' 3 _ -��::. - ,^!•'- - - TEST PIT #3 ADJACENT TO HOUSE AT 10 WATERS EDGE DRIVE ' L' , � � - " e ". _-r' it Hyl r : 4 t' y _ - n '4 m lit' S,,ts. v ,t. ! - S k:- _ - _ „,l. ,,�M.; ®>- 6” LOAMY TOPSOIL - a ..' _�`_ 6"-37" LOAMY SAND TOS ANDY SILT TO SILT �` . ,__., , ,, _:, , _�,:: ^e.:::.'..,..'.'. .: a r....:,.,....: LAN S OF 2 z-.. . " . i „rskE .,,.� �'s. ::''•::,'''. _:. :. ..'_"':'c::~>,':`_:.-.-.'y M �`:a D N/F INIT€AL WATER LEVEL READING INDICATED NO WATER THRU 37" , , PHILIP J. MOYNIHAN _ ■ U ,e� -,.,, i':'.1.: ' ? 4 , IRF F z 3 ..,"-:,, r., 14 37 1 Z - ■ 23 -,' ,,: Mc :., „ :: QM LAKE ,:, ',:' ,.. z :,= WATER FR ,::, r,.:._: z y ;, \ ■+ _ 2 s' , S- a .. ... - ` Y t�,,,_ A f.' 9 \ H ,i. •2 S - 2 tom,_ , . i® . g , , . 3 \ , �iir N34 36'41"E �O. \ z }.,.I SITE L ATI �. -` 6.59' REMOVE EXISTING PAVEMENT AND DISPOSE OF OFFCN E AT p }ki . \BIR w HOU . SCALE: 1 = 2,000 \ IRFf AN APPROVED LOCATION. OVE EXISTING WOOD FRAME ; - IRF ` o SE, ASSOCIATED PORCH, W w I A DECKER s ,At BIRCH \'`� \ �' DIISPOSE OF OFFS TE.OCK AND - 0 E PI63,,9 $, r . Ld\Ct!/sTER \' \� o A pq _ . . Z _ w V1 3 ¢ _ IRF ' \ \\ / \ w € 1 I \ _ \ BIRG I F 3 W - J \ \ "" �� -- - .. - UTILITY POLE TO BE RELOCATED. \ / rP 3z ti- -- ` s - - ,� � CONTRACTOR SHALL COORDINATE �,,E RIM,324., \ ✓ I WITH UTILITY PROVIDER �,2 -- — — � I E ... Og / � 10 WATERS EDGE DRIVE , •r°�I R LOCATE POL .. - , 1 O , APPRO / 2 STORY . • a � ; SEPTIC I TEM / U DOCK / / WOOD FRAME REMOVE EXISTING PAVEMENT — AREA 18,000 SQ. FT. ,_ > AND DISPOSE OF OFFSITE AT 0.41± ACRES l C�E4 HOUSE n° / € . AN APPROVED LOCATION. '5`' TAX PARCEL 22717-1-30 / s / WOOD DECK ABOV{ CO F"€ \ / BOA r suP - N35°11'20"E // rRF I 17.90' / __.. _ .. ... _.- — / . 32q I l�E cwa - � A, - ., - -. - - , , � - >v m l , -� _ OR w BRICF%STONE' OVERHANG DOCK ` '\ 1',Y"Y.'Y._ 323 ` `� f �/' y PA n0 { REMOVE EXISTING CABIN° G + r ,'1 i SHED, ASSOCIATED WALKWAYS / —— — — -� t \ i I„J_j . AND DISPOSE OF OFFSITE � / \ ASPHALT �-' } N29'4 "E 1° r ? \" ( 323 / REMOVE EXISTING - - .. .Y. A, �� - ,_ � � � � � � � � 8 � - EDG . _ Y W I °r. ;r ,-... ,.ti' " : .,. LANDS N/F OF - >_ . , _- - , �AK� r - HAROLD KIRKPA7RICK / ---- $' \ . . . _ , :- "' O Q .' ' i . - - / �ry " ANDREW KIRKPATRlCK :,". - i 18 _ r.- , _ z ` - ;� GEORGE w a-i / �S _ k 18.oQ° 8 .- N33 30'02"E HED f \ ` \ E ELEVA ;". LAK TION = 319.57 / / ` N 4 1%58 \ \ fON DATE OF SURVEY - WETLAND AREA '. W T 20354.5 .SQ. FEET>> : / �/ P P#' 1 4 (`,,,'J 19. >. a (1.48 AC ZES CONTRACTOR SHALL HA E U TANK. �� \ a - 20"MAIL REMOVE EXISTING WOOD FRAM " (NON-JURlSD1CTIQNAU SEPTAGE HAULER PUMP OUT EXI ) ,pF Al'RS �~ _ HOUSE, ASSOCIATED PORCHESE TANKS SHALL BE REMOVED AND DISPOSED OF / p�� \ A \ WOOD FDc�ORf� — PATIOS, WALKWAYS AND DISPOSE .. OFFSITE AT AN APPROVED LOCATION. FILL AREA /,(�� - spyq \ 1lR ul OF OFFSITE . WITH APPROVED CLEAN SAND. T 0 � — t / f i. ® o 0 I r 01 /- `" _.-,_, DOCK � '� (D (o / kq� / \ �, p�� . _ III, ®U�DECK ` �, / rt 1 9i APPROX. / 24" MAPLE �� R DOC - XISTING GARAGE C� �9' / rArrK - a z �/ v SE OF OFFSTE �� y / �,� ® '' - ,� _ 3 3 z Z ¢ . .0 -- ____ - - ANDOD SPO - : 1 O \ APPROX. FORCE MAIN TP#2 DOCK _ ® O ~ /� / \ 2 LE J ® J w U _-..- - I / - w LY Q ° m 4� �� r �j = \ \ " 14" MAP ® rF- �w �F� I _� / 18°"MAPLE I U cn z 'g Q / CONTRACTOR SHALL HAVE LICENSED SEPTAGE . m » mZ wz mac? �' l \ \ , t l" ASH / / HAULER PUMP OUT TWO (2) EXISTING TANKS. , , tY .V) Of w v�V) �' - - _ ,`�, 0`4Rgc \ j ) ) / TANKS SHALL BE REMOVED AND DISPOSED OF / _ / 20" ASH _ OFFSITE AT AN APPROVED LOCATION. FILL AREA ,,E84 yz- / �P �) \ \`- / \ _-_. _-,_ — — I � Q WITH APPROVED C SAND. - / �� ... / ` L i - l x / f �~ J // .' t `\ ��` , 1 AREA 27,440f SQ. FT. I 18 E 3 1. — �` _ — _ 0.63t ACRES I e �o 18"MAPL - I 0 / a I TAX PARCEL 227.17-r-31 r , 4Q ,I I I — ,�J. I / REMOVE EXISTING GAZEBO ; s / '� t \\ ` ' - / c4 AND DISPOSE OF OFFSTE - - e 1 w ! _: \ — 322 _ 26" OAK '` . 3 C / i+� \ � m V z 75' — _ ` j„ REMOVE EXfST1NG FORCE MAIN - - - _ MAPL AND DISPOSE OF OFFSITE _ - \ 52. .,,a. 4 3 . pp 1 S �•✓ W 323 J8�02'... 3 - c __ _ _ - _ s �_ _ - _ , 7 324 ! AV8,.3 07'15"W \ = > I - . GABA `�, 1 - i a_ CONTRACTOR SHALL REMOVE ALL I ~ '� - - ONSITE SANTARY PIPES AND ~ y i , - DISPOSE OF OFFSITE ' \ / ; a '4 . I f t I I ti� 't F „ . - ,L i - y - - - .. _ ,- LANDS N/F OF ADJOIN£R' - ' _ _ _ L DARWIN & CYNTHIA DELAPPA SHOUSE I 793/225 � WATER FROM LAKE - - I - . , - I - - ` I _ . . . - - � - - .. v } _ - , . I - ,, - AP REFERENCE - ,, I , f 1 BASE INFORMATION "MAP OF A SURVEY MADE FOR ROBERT F. & PATRICIA K. a , " BY VAN DUSEN & STEVES LAND SURVEYORS, DATED - - END A S PREPARED I - . , ®® 4 MARCH 12, 2®07 AND LAST REVISED OCTOBER 7, 2015 GRAPHIC SCALE = : , - = J - - ' ' ZO 15 10 5 0 20 q0 80 I - - i ' -e i V - I ' ' . I (IIN FEET) / ) �1. F VJ li ., S 1 INChI = 20 FT. .. I i � _ S ®,1,,.1„ , „,,,.,„1 .,e , , , a„ . Lj�.,,,. - .,,1,,,11, �,,, ,..,, w,,.,.,.,,.., , w.,.,_,.., u un i�.li4„u,it �i e..u,m I.�,ua� l..e,+bl.,I[ �, .. i -- - . _. . . I - 11 . 11 I , , , ,'' ''' , ''' '''", ''' , ,'' "'',: , . ..... ,11.... '', , "I", "I' "'" ,," , , , "' ..... '''' ' , ' " ' ...... , '' �,"'' , , "'' .,„. I, -,", .,°°°°°° ........ ,":....... ", ........ .. ' , , .... ..... '''', :'';,;"::,i,:,i:,:,:'"', :,:,:'':,:,:............."'............:.......... ... w., ,","r ,.... .... .... ,: ,..W.,,.."W",,;-...L.. """, „""" „M „.,: llll,lw, ,I, -, 111111 "I 11 ,,, 11 .1 1. - -,'I'll 111.1 ''I I I I I 11 I I 11 I "I 11111141111111111� 11 - 1. I 1. ''I I 11 I .1, , : . . . I I\ ......... ''' , ". ..... . ....... . ......... /1000 I Pq ® X lo �� I . I M ,-4 . - TYPCIA MAINTENANCE SCHEDULE SEpUENCE OF CONSTRUCTION ACTIVITIES: EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, PROPOSED GRADE f - � SOME OF THE FOLLOWING NOTES MAY NOT BE RELEVANT FOR THIS PROJECT SITE. THE CONTRACTOR SHOULD CONTACT MAINTENANCE AND INSPECTION PRACTICES: I I INSTAL LATIONG,l_DELNES ` ENSURE THAT PAVER AREA IS CLEAN OF MONTHLY I - 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 DEBRIS i • POROUS PAVERS AND ASSOCIATED SUBBASE ` REQUIRES).) CONTACT THE DESIGN ENGINEER WITH ANY QUESTIONS ABOUT THE SITE SPECIFIC EROSION AND SEDIMENT SHOULD BE INSTALLED TOWARD THE END ON THE !2/ CONTROL MEASURES REQUIRED.) ENSURE THAT AREA DEWATERS BETWEEN MONTHLY AND AFTER STORMS CONSTRUCTION PERIOD. UPSTEAM CONSTRUCTION . A) CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING - STORMS >0.5" 1 SHOULD BE COMPLETED AND STABILIZED PRIOR CONSTRUCTION: ENSURE THAT THE AREA IS CLEAN OF MONTHLY TO CONNECTION TO POROUS PAVERS. r, _ 8) INSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS SHOWN AND OTHER LOCATIONS AS EXISTING I SEDIMENTS I TO PAVER AREAS SHOULD BE CLEARLY L' Z -a - A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: MARKED PRIOR TO CONSTRUCTION TO AVOID ANY I CQ W - NECESSARY TO STABILIZE THE SITE. GRADE 4" SOLID PVC SDR-35 I MOW UPLAND AND ADJACENT AREAS, AND SEED AS NEEDED SOIL DISTURBANCE AND COMPACTION DURING LAND CLEARING ACTIVITIES St1AI1- HE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND BARE ARES r:) �l (� SHALL PROGRESS AS EARTHWORK IS NEEDED OVERFLOW PIPE AT CONSTRUCTION. - - cQ M 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. _ I VACUUM SWEEP FREQUENTLY TO KEEP SURFACE TYPICALLY 3 TO 4 TIMES A YEAR • SUBSURFACE AREA SHOULD BE EXCAVATED TO _ " EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING S PLANNED TO COMMENCE WITHIN 14 DAYS AFTER USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL 1 MIN' SLOPE FREE OF SEDIMENTS PROPER DEPTH. EXISTING SUBGRADE SHALL NOT N = CLEARING AND GRUBBING. SLOPES 1V:3H OR GREATER. eE COMPACTED OR SUBJECTED TO EXCESSIVE _ � r'► ®® r INSPECT 1},E SURFACE FOR DETERIORATION OR ANNUAL CONSTRUCTION EQUIPMENT PRIOR TO PLACEMENT r'"� F'j' 1•W PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING a,.,,.r^; ." ,......: SPAWNG - �I..{ t�•-i �`j D) FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND EROSION. _ TECHNIQUE ',-.h 'C'.' '••',,.:.'7"- I OF GEOTEXTILE AND STONE BED. IF THE AREA 1� - K' ^'�+F4 . I MAS BEEN COMPACTED DUE TO DISTURBANCE E) COMMENCE SITE GRADING AND CONSTRUCTION. B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: i CONCRETE PAVER BY TECHO AND CONSTRUCTION EQUIPMENT LOADING DURING - T-, :D0 ' PERIMETER PROTECTION USING SILT FENCES I EDGE RESTRAINT JOINT FiLL• I BLOCK "PERMEe OR EQUAL F,ARLIER STAGES OF CONSTRUCTION THE y zz I F} DISTURBED AREAS Of THE SITE WHERE CONSTRUCTION ACTIVITY EIAs CEASED FOR MORE THAN 14 DAYS SHALL BE _ INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES REQUIRED WASHED STONE Y4' INSTALL AND SPACE IN SUBSURFACE SHALL BE DECOMPACTED ANO _ co,&--4 x �d ,.` f••i 'TEMPORARILY SEEDED AND WATERED. FOR LANDS WITH SLOPES GREATER THAN THAN 15% OR WITHIN 500 FEET OF THE MEAN _ 'STORM SEWER, CURBS AND GUTTERS _ I ACCORDANCE WiTH RESTORED BY TILLING THE SOIL TO A DEPTH OF v HIGH WATER MARK OF ANY LAKE, POND, STREAM OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILES WITH EARTHEN - STABILIZED CONSTRUCTION EXIT POINTS 4" VERTICAL PVC PIPE MANUFACTURES SPECIFICATION 12 INCHES BELOW THE BOTTOM OF THE STONE - MATERIALS, WHICH HAS BEEN CLEARED MAY NE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS _ EXISTING WASTEWATER SYTEM TO BE I 13ED WITH A CAT-MOUNTED RIPPER, TRACTOR STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN) WITH 90' BEND ' - '' WTIH A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA MID/OR EROSION CONTROL MEASURES PROPERLY "- CONVERTED TO STORMWATER INFILTATICN � �, W TL R��, BEDDING LAYER:Y. WASHED MOUNTED DISC, OR TILLER. y° !N 1 INSTALLED. 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT BED. CONTRACTOR SHALL VERIFY THE :�...t r° �.:''r.,,; -,,� �•.•;-4...•-5�, �1. ,�y�N.s•�11. .:- STONE (2" THkCK) + PLACE GEOTEXTILE .AVID STONE BED IMMEDIATELY - ( f-I rr _ CONTROLS AND STABILIZATION MEASURES: "- "" ' NON WOVEN GEOTEXTILE FABRIC UPON APPROVAL OF SUBGRADE PREPARATION. '1111:1111 �/ _n G) INSTALL PROTECTIVE SILT FENCES/ BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS A) ALL, CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. EXACT L®CATION' DEPTH' AND CONDITION + FABRIC SHALL EXTEND AND BE SECURED AT _ r, W OF ALL EXPOSED STORM SEWER PIPES. OF SYSTEM PRIOR TO CONSTRUCTION EXISTING STONE TO BE FOUNDATION: LEAST 4 FEET OUTSIDE OF BED. THIS EDGE W4 B) ALL MEASURES WILL BE MAINTAINED IN GOOD,WORKING ORDER: IF REPAIRS ARE FOUND TO BE NECESSARY, _- �"'i W - I THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. REPLENISHED AS NEEDED ;•' / CRUSHED STONE ( MI ) STRIP SHALL RE OILS CON11GUOUS TO THE BEDS E STABILIZED }04 H) FINALIZE PAVEMENT SUBGRADE PREPARATION. C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES/ STRAW BARRIERS WHEN IT TAS REACHED g� i ,� 3 4" _ 1ooii (J C7 AND VEGETATED. I = - ONE-TF,IRD THE HEIGHT OF THE FENCE .,CJ ,/lQ 9 p°y.� r/ 6 N N IN PLACE UNTIL ALL BARE f I� AR r'P� f) CONSTRUCT All.CURB AND GUTTER, GUTTTSt 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 Iiil=1ll�llit=llil=ll2=-llll=lllr=lfll--1111=III!-11iI=I II-ILII- RESERVOIR: t,VLma PLANS. INLET PROTECTION HAY BALES MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. PLACE REQUIRED RIPRAP AT 7'HE FABRIC IS SECURELY ATTACHED 70 THE FENCE POSTS,AND TO SEE THAT THE FENCE POSTS ARE - �_ " "- 11-1111,-1111�IIII-VII I III i11IF t I 2-3 CRUSHED STONE (6" MIN) - N � _ LOCATIONS SHOWN ON THE PLANS. -111'- - - SECURELY IN THE GROUND. UTI=I1 d111 Ill WOVEN GEOTL7CTILE FABRIC J) REMOVE SILT FENCES/ STRAW BARRIERS AROUND INLETS AND MANHQIS 5 NO MORE THAN 46 HOURS PRIOR TO PLACING E) THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT,AND BUILT UP -Illi- Ii i SUCH AS AMOCO 2006 = _ - J) RE OV BASE COURSE. SEDIMENT WILL BE REMOVED WHEN R REACHES 50 PERCENT OF THE DESIGN CAPACITY. - F) TEMPORARY AND PERMANENT SEEDING MID ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR OR EQUAL - IIIIIIIIIIII (o 1: - BARE SPOTS, WASHOUTS,AND HEALTHY GROWTH. UNCOMPACTED SUBGRADE 0 " K) INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. G) A WJNTENANCE INSPECTION REPORT WILL BE WADE AFTER EACH INSPECTION. COPIES OF THE REPORT - I INFILTRATION RATE OF SOIL - NEEDS TO BE DETERMINED M) REMOVE SILT TENCING/ STRAW BARRIERS ONLY AFTER ALL PAVING fS COMPLETE AND EXPOSED SURFACES ARE FORMS TO BE COMPLETED EN THE INSPECTOR ARE INCLUDED LN THIS SWPPP. NDT T - - L CAR FINAL GRAD, G AND SEEDING AND PLANTING pUT INSPECTION AND MAINTENANCE REPORTS. O $C --u ��, /W ITE NT WILL BE RESPONSIBLE FOR G AND ING THE UALS STABILIZED. AL X11 # _ !` = H) N�1WiE0� SBE RESPONSIB E®FOR THESE INSi'ECTIONS, MNNTENANCENAN REPNRNACT1VTi1FS!NANDDFlWNG !" .,•' �""� "' "' '" `.." � """" � � PAVER 1+1 i) PERSONNEL SE1£CTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILlT1E-S WILL RECEIVE _ "" N REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN THESE AREAS THESE AREAS ARE I • - APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT, THEY WILL BE TRAINED IN ALL THE ° N , E 4T TO SCALE r - } ( INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT F ® - - TO BE PAVED LAST). CONTROLS THAT ARE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE Y 0 12 /2l( 11111111111111 811111111111110 ENVIRONMENTAL DESIGN PARTNERSHIP,LLP June 12,2017 Town of Queensbury 742 Bay Road Queensbury,NY 12804 Attn: Bruce Frank, Code Compliance Officer Re: End Residence—8 Waters Edge Way Dear Bruce: I have been asked by the General Contractor to provide a compliance letter regarding the site development issues for the referenced project. This project has been on-going for approximately a year and is nearing its completion. The site work has involved the removal of the existing seawall with restoration of a `natural' boulder riprap shoreline,the creation of an extensive shoreline buffer area planted with numerous low growth shrubs and ground cover and the re-establishment of a surrounding lawn area. It should be noted that the shoreline buffer is far more extensive than that required by the approved plan and that the lawn area has been quickly and successfully re-established/stabilized with the use of sod. Regarding the stormwater management system,four rain gardens have been constructed as per plan as well as a subsurface infiltration area on the northside of the house. Some roof leader connections have yet to be finalized to the designated management devices. The permeable paver driveway area is currently being constructed as per plan with completion expected this week. The lakeside of the house consists of an impermeable patio area which sheet drains to a rain garden. The patio's finished stone surface is currently being completed. For the purpose of receiving a temporary `certificate of occupancy' I would conclude that the work involved with the site development is at approximately 90% completion with the site in a stabilized condition. The work has been completed to date in compliance with the approved plans and I fully expect that all work will be in-place and stabilized by the July 3151 date of final completion suggested by the General Contractor. I will provide a follow-up letter to your office at the point of final completion. Please contact me with any further questions. Sincerely, Dennis MacElroy Dennis MacElroy,PE cc: Bill Dean 900 Route 146,Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540 00 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP. 900 New York 146 Clifton Park,NY 12065 Shapina the physical environment (P)518.371.7621 (F)518.371.9540 edpllp.com June 28, 2017 B � c� � nd � Town of Queensbury JUN 2 8 2011 D 742 Bay Road Queensbury, NY 12804 TOWN OF OUEENSBURY Attn: Bruce Frank, Code Compliance Officer BUILDING&CODES Rc. - ZbA - 20 e Re: End Residence—8 Waters Edge Way Dear Bruce: As a follow-up to my previous letter dated June 12, 2017 regarding site compliance I offer the following. All stormwater related devices; rain gardens, infiltration beds, catch basins/piping and the permeable paver driveway have been completed and all required `connections' made to those devices. Approximately 80% of the sod is in place with completion of that task scheduled for next Wednesday. I am confident that this final sod placement will be in place at that time and be completed consistent with the quality of the work completed to date. It is the intent of the Owner's to move in by this weekend and would like to do so with a 'final' certificate of occupancy secured. It is my opinion that the site work subject to my review(stormwater management and erosion control) has been completed in compliance with the approved plan and with great care and competence. This property should serve as an excellent example of shoreline development in our populated areas. We request a final CO with the understanding that the final sod placement will completed next week. Please contact me with any further questions. Sincerely, Dennis MacElroy, PE cc: Bill Dean Craig Brown -x - i MAP REFERENCES: DEED REFERENCE: LEGEND: MAP OF A SURVEY MADE FOR CYNTHIA O'CONNOR,et.al. ®IPF=IRON PIPE FOUND GORDON T. MOYNIHAN EST. TO DATED: OCTOBER 31, 1979 JOAN BESSETTE iRF=IRON ROD FOUND BY, JOHN B. VAN DUSEN DATED: SEPTEMBER 30, 1988 0 /RS=IRON ROD SET/TO BE SET -MAP OF A SURVEY MADE FOR BOOK 734 PAGE 59 = UTILITY POLE ROBERT&PATRICIA END DATED:DECEMBER 15, 1993 I BY. VAN DUSEN& STEVES MAP OFA SURVEY MADE FOR EDWARD J. &ADRIENNE ZIBRO DATED:JULY 20, 1998 BY. VAN.DUSEN& STEVES LANDS N/F OFRNAL LAND SURVEYORS, LLC PHi437/132NI "� ' VE MAP OF A SURVEY MADE FOR WATER FROM LAKE =_ AZ �b DARWIN& CYNTHIA DELAPPA N34°36'41"E DATED:MAY 11, 1990 6.59' LAST REVISED:AUGUST 1, 1994 BY: VAN DUSEN& STEVES \ ' ! j y CONCRETE PAD �o 1 FLAG POLE rs ADJOINER5 s DEac 9•Q .. - . IRF O 0 PATIO 4 C FIRE PIT 1 Q \ m TIO P5 TV D15H O STE COVERED N35°11'20'E IRF (f PA 17.90.' �' / EL 11 DOCK / A1C UNIT5 0 �� _ w. N29°46'.26'E ® Q ELEC.METER \o U N 35.59'3�hE GENERATOR COVERED w ACCESS COVER 16. / LANDS' N/F ori ENT N O� BURIED PROPANE ENTRY t j EA5EM DAVID.K. RIL''n� 325.72 5q.Feet ° /29.40_ TANK lei Amk\ ' F .. S 0 5 67°20'36"P/ A� 32 0 �i TWO 5TORY 5TEP5 I-Cr E. F10U5E STEPS n OCATCN BASIN WETLAND AREA N33°30'02"E N 20954.5 Sq. Feet 18.00, _ —0.48 ACres _. / CONC. ;zoo WALK ENTRY - - (3v,i EEO •�,�, t, —COVERED,yvi / ERFD" �Y V `I \ 5 52. ' / - 6 V� P _ PATIO 50 , DOC!C GRA DRIVEWAY 4 5TE / e / _ 1 Dc1 A9 y�ZG ROOF OVERHANG l SUN DECK _ A 1 5TEP5 / OVER DOCK i DOCK o I LANDS OF, CATCH 6A51N ROBERT P. END and PATRICIA K. END 227.17-1-31 5314156, � E AREA 45,440± Sq. Ft.410 o 1.04± Acres JINN Z 2 2017 - DO TO 0-0 u_ ,.. 75, W �� EENS Ry ILD1 &C�`Dr-S $ 3s$ 187 �1 z 78° 2 02' �� E�I -- .... i 83°07 �� N ^15,W �,.., U �` >� SQL 'f } GAP--,G F NOTE: WETLAND FLAGS A I-A4 FLAGGED BY THE ADIRONDACK - _ 67.8' PARK AGENCY, FLAGS A5-A 15 FLAGGED BY ROBEKTS � 4` a4 ENVIRONMENTAL, INC. LANDS N/F OF ` 5b)-03-. DARWIN & CYNTHIA DELAPPA ADJowER:S Nouse 783/225 NATER FROM LAKE S�� C)�4 _ PiD zz_zJ _....,.. .. .....Y�..._.... _.. ...:.W,,:.... .........,.. ..,.....y.,....,... 'Date. March 12, 2007 ' Dusy 'UNAUTHORIZED ALTER TON OR ADDITION 70 A SURVEY ��{ �r �7 (� 6 6/16/17 'SURVEY UPDATE Scale 1° 30' ° �"A - MAP BEARING A LICENSE LAND SURVEYORS SEAL IS A Map Iof CSA SurVe,J made for • • ^ VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF THE IXJCP. NEW YORK STATE EDUCATION LAW.' 5 7/06116 PROPOSED UTILITY EASEMENT S _ueves - 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY - - 7 MARKED WITH AN ORIGINAL OF THE LIlL- AND SURVEYORS i SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES.' a �^'q 4 1%7/15 I WETLAND AREA AND NOTES .� IS SURVEY WAS INDICATED HEREON SIGNIFY THAT _ y� $ �1',® -THIS SURVEY WAS PREPARED IN ACCORDANCE WITH AHE B\-.-/a ®0.J 1-y _ 3 . 10%3/15 I WETLANDS BY OTHERS ' �`/- s BYISTHE NEW YORK TING CODE OF PRACTICE ATECASSOCIATION OFR PROFESSIONAVEYORS L LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY `- TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND - r 2 6/15_ /12 TOPOGRAPHY' & LOCATION SHEET°1 OF 1 ; q�+(� gg 7 ,y D 7., 7� �]p A ON HIS DEHALF TO THE TITLE COMPANY,GOVERNMENTAL = Warren � /Y York - - 169 11+aVI1�IZ lA dl\e®aC� Qllee113��.1r�y, New York 12SO4 = AGENCY AND LENDING INSIITUITION LISTED HEREON,AND = Q bllryy, 19 aI I�P.IZ County, . New 2 UY�il - ••. ..•. •y••.,.�..�••.. . Town of peens O. 07020-A ' TO THE ASSIGNEES OF THE LENDING INSTITUTION.' - - 1 3/2/07 BUILDINGS END 518) 792-8474 New York Lic. No. 50135 -wY .. ..- W. .._-_ ,_�.�.� .�._�. .�•. .� -' ATE DESCRIPTION ,. 22717131 C2019—A NO D - D N I i j I i I C