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RC-0061-2021 SITE DEVELOPMENT DATA ti SITE AREA: - - t --_--� 0.58-AC(25,304.5 SF) r r r Lands NIF of r t t Kevin & Mary Walsh EXISTING CHANGE IN PROPOSED : t t B:5554 P:109 r r r -IMPERVIOUS IMPERVIOUS IMPERVIOUS . r r ► COVERAGE COVERAGE COVERAGE � NATURAL VEGETATED SLOPE r r 227.E-1-8 r SHOREUNE BUFFER AREA 3'* To Shore t t - r r r HOUSE 1,367 SF 1,367 SF CIRF p r NEIGHBORING : n o Adjoiningr r f CD House WELL GARAGE 348 SF 348 SF + 20 SF 355 SF '; PORCHES 35 SF 3 r ; ails IPF " C 1 vR� and ( �Sty s i" {s i , , ! j i E Propane ram % DECKS&STEP$ 269 SF 160 SF �. . . � •.t\., t ► 249. Nail (-137SF,+28 Sly AA,iL / Pound ASPHALTSURFACES - 1 i �X� NEIGHB fPF ORING (DRIVEWAY& WALK) 3,266 SF 3,266 SF SITE LOCATION LOG101 Y Mf'I P U ' r! ` 1 '!1# it i!I't•i 1 f t 1 r ! EXISTING 1,250 GALLON HIGH DENSITY ' > "` �_ - .-_, / POLYETHYLENE SEPTIC TANK WELL PATIO 485 SF (21 SF) 464 SF = ' EROSION& SEDIMENT CONTROL NOTES t 1 t h � ' J '�'� -��ma�� � ��� � �� � �P CIRF IPF �? !t ` r f 9 5 �" r z g; PF CONCRETE 63 SF 63 SF - J Ifili / ! 1 BEFORE ANY CLEARING OR GRUBBING -OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, EVSTING ELJEIV ABSORPTION FIELD r ► , `� '"��-- � e LU i r j r x � �- ' : La� SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. r r r ,C1 0_ / f 'WPC TOTAL IMPERVIOUS 5,833 SF +190 SF 6,023 SF . AT THE CONCLU570N OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT CONTROL FENCE 7P-11VR - Ma- AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT "A' .r PERCENT IMPERVIOUS 23.0°Yo 0.8% 23.8% ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED.L 1 t CM.R. O yy ��� � APP XIMATE WNA7E� WELL Vault W '/ LAVE LOGA77D�V W W ----� p • ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 14-DAYS OF COMPLETION of WORK ;10� EX[S771VG PERMEABILITY 77.0% (0.8R�o) 76.2% C _ W THE AREA. ONLY-AREAS WHICH AREA ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR r4 BBDB00Mk MORE THAN 14-DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS SEED AND MULCH SHALL Lake � � i € J = f � � j � t � : • , 12�1 ; r r , � 1��1� __ ���� . N i ' (r i ; r ! = f 1 # i # r: (EXJSTING) r' 1 3 � � - t0' , ; r r ,�. , BE INSTALLED WITHIN 14-DAYS `r ' - Area • WITHIN 500' OF M.H.W. OF ANY LAKE.- POND, RIVER, STREAM OR WETLAND, NO LAND AREA, INCLUDING � , � r � t1 ti ,Et r ! , t`r � t L4 . l: m i er George r :. > i ; ; 104 SHORE , % ( 25304.5 Sq. Feet N y SITE SETBACKS & BUILDING HEIGHT ,� ' 0 . Acres AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE 'LEFT DEVOID OF (A6�T1lt . VEGETATION FOR MORE THAN 24-HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER ;tom / (Aw FOR EXISTING PROPOSED THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS r ' � � _ ` WR ZONE FROM ENTERING THE WA7ERBODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE: NATURAL MULCH OF r '/ 20' f P A DEPTH OF 2-INCHES, ROCK R►PRAP, NON-DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS f rR �.�W©E! ('.'..2""".` bsy y t SEIBgr-- -{-_ �Y t �u 120 c _ 119. � - rn �g ,. FRONT 30 102.T(HOUSE) COVERINGS AND IMPERVIOUS STRUCTURES a. . �! (ADDITION) �■1. • TEMPORARY EROSION CONTROL MEASURES INCLUDING SEDIMENT CONTROL FENCE AND/OR MULCH, 77aJ' i Win - x i rd" z tea` _.', .: _. w� Rem '. �_ � - - R j� I SHORELINE 50' 122.1' SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE IRS t i i ,� � � c�+ - (H � (ADDITION) 8 ± To Shore F P?P , F � , c �.� LEFT FOR MORE THAN 5-DAYS • Ns LP NO LAND AREA MAY BE LEFT DEVOID OF VEG 770N FOR MORE AN 5 D WITHOUT A PRO VE = - ` _ r a NORTH SIDE 20' 9.S(HOU51� SAME M ETA 7H 5-DAYS 7ECT1 O 21.7' COVERING SECURELY.PLACED OVER THE ENTIRE AREA AND OR EROSION CONTROL MEASURES PROPERLY / PROPOSED SCREENED PORCH, CONCRETE SLAB ON GRADE \ =o SOUTH SIDE 20' 21.T(HOUSE) 22.1' INSTALLED. AREA OF 15% SLOPES: 3.247 SFf H 81 >n (ADDITION) • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 do APRIL-15, IN WHICH VEGETATION Q,/SIURBAh LIMIT: 1,050 SF, INSTALL SEDIMENT CONTROL - 34'50p FENCE AT DISTURBANCE LIMIT AS NECESSARY W ,�„� \ Garaga `r Q CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER 254.91 , ' o v+A HEIGHT 28 MAX. <28 15' OR AN EXTRA HEAVY LAYER OF MULCH. PROPOSED 3'W X 3b X 1$.51 EAVE TRENCH �-'�'�"- \� 44"4 1 7 ANY AREA OF REVEGETA71ON MUST EXHIBIT A :SURVIVAL OF A MINIMUM OF 80% OF THE VEGETA77ON EXISTING DECK TO BE REMO - � N THROUGHOUT THE .YEAR FOLLOWING REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS: FAdJoining "°use - Cd EROSION CONTROL IMPLEMENTATION RE°�IREti'E"T U.P.NM3i o • THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARD SPECIFICATIONS FOR EROSION L-� �� AND SEDIMENT CONTROL (THE BLUE BOOK). � NEIGHBORING WATER SUPPLY Lands N/F of SCHEDULE t t FROM LAKE GEORGE Kimberly Pfeiffenberger i PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE FLOOR AREA RATIO ZONING RE UIREMENTS 8:1336 P:66 t t 227.6-1-6 1 t y ENTIRE PROJECT (REMOVE ZONE-WR(INATFRFRONT RES?DENTIAL) ZONE-WR ATERFRONT RESIDENTL4L) LLegendSEDIMENT CONTROL PRIOR TO CLEARING AND AFTER FINAL S17E t t FENCE SOIL DISTURBANCE STABILIZATION AND MAXIMUM FLOOR,AREA RATIO-0:22 MINIMUM LOrSL?E-2-ACRE IPF = iron Pipe Found AIPF VEGETATION ESTABLISHMENT) PARCELAREA-25,304.5-SF FRONTSETBACK- 30' - CIRF = Capped Iron Rod Found TEMPORARY SEEDING AFTER IN177AL SITE UNTIL-FINAL GRADING AND SIDE SETBACKS- 20'(LOT WIDTH Z60,-<1509 r t PP & MULCHING GRADING VEGETATION ESTABLISHMENT'ALLOWABLE fi00R � r CIRS = Capped Iron Rod Set/To be Set =25,304.5SFx0.22=5,567SF REAR SETBACK- 30' 1------ -__J moo-, U.P. = Utility Pole STORMWATER DURING FINAL SIT7= SHORT=7[NE' I SlT E PLAN 92. = Overhead Utility Wire INFILTRATION GRADING PERMANENT EXISTING , - �� SCALE 1'=20' X = Page Wire Fence FIRSTFACILITIES LOT WIDTH- I50 SEEDING do OTHER ROAD FRONTAGE- 150' � ® = Well VEGETA770N AFTER FINAL. SITE GRADING PERMANENT BASEM�AREA =75(1 SF GRAPHIC SCALE = Light Pole 0 5 i0 0 40 STABILIZATION GW� _�� MAXIMUM BUILDING HEIGHT-28' \ 1 0 2 PORCHES _35 SF MINIMUMPERCENTPERMEABLE-75% \� ( IN FEET ) TOTAL FIMR AREA =2,500 SF CONTRACTOR rO FIELD VERIFY LOC47MS AND DISTANCES. SITE SOILS DATA PROPOSED TEST PIT FIRST FLOOR AREA =1,367 SF 7'P-1 - 311912020,BY TOM HUT CHINS, P.E. SITE PLAN APPROVAL RE50LUT ION #3-2021 R45WS =750 SF 0-4' - TOPSOIL GARAGE =348 SF 4-25' - LIGHT BROWN FINE SAND PORCHES =355 SF 25-60' - RED-BROWN FINE AND VERY FINE SAND Town of Queembury d) The applicant must meet wit Staff after approval and prior to issuance of Building Permit Community Development Office and/or the beginning ofany ste work; STORMWATER MANAGEMENT PRACTICE SUMMARY TOTAL NEW FLOOR AREA =2,VO SF 742 Bay Road,Queensbury,NY 12804 ROOTS ENTIRE DEPTH e) Subsequent issuance of fwft permits,including building permits is dependent on compliance with - Town of t?tieerabury Planning Board this and all other conditions olthis resolution; f) As-built plans to certify that tb site plan is developed according to the approved plains to be provided NO ONTES -GROUNDWATER EVIDENCE RESOLUTION-Grant Site Plan Approval prior to issuance of the eertifinte of occupancy; SMP AREAS MANAGED VOLUME REQ'D VOLUME PROVIDED. PERCOLATION TEST SPIES PLAN 3N- IEFF ite CAMPBELL g) Resolution to be placed on find plans in its entirety and legible. PT-1 - 311912020 BY TOM HUTCHINS, RE FEB 12 2021 STABILIZED PERCUA77ON RATE 3 MINUTES PER INCH Tax Map ID:227.6-1-71 Property Address-16 Mayflower Lane/Zoning.WR Motion seconded by Michael Dixon htly adopted this 261 day of lanuary 2021 by the following vote: 3 W x 18.5L x 3 D ADDI T ION The applicant has submitted an application to the Planning Board for Site Plan approval pursuantto Article 9 AYES: Mr.Hunsinger,Mr.Magoon,Mr.Dixon,Mr.Deeb,Ms.White,Mr.Shafer,Mr.Traver SAVE TRENCH 320 SF 64 CIF 66 CF (40% VOIDS)) TOWN OF QUEENSB URY of the Town zoning Ordinance for. Applicant proposes to renovate a portion of an existing home with an enclosed patio addition The plans indicate there is 142 sq.ft.of existing patio part of the renovation and NOES: NONE BUILDING& CODES 176 sq.&of patio addition-320 sq.-ft.total. The existing home is 1,367 sq.&footprint with 204 sq.ft deck area. The new footprint would be IX7 sq.f.with 515 sq.&deck areas. The existing floor area is ABSENT: Mr.Valentine MINOR STORMWATER-REQUIREMENTS 227.6-17 Re-0061-2021 2,500 sq.fL and new floor area would be 2,820 sq.fL Pursuant to Chapter 179-6-065&179-4-090 of the Zoning ordinance,new floor area in a CEA shall be subject to Planning Board review and approval. TOWN OF QUEENSBURY MINOR STORMWATER CONTROL VOLUME P Cam bell, Jeffrey Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter 179-9-080.the Planning REQUIREMENT' 16 Mayflower Ln Board has determined that this proposal satisfies the requirements as stated inft Zoning code; • 1.5 GALS/SF OF NEW IMPERVIOUS AREA FOR PROJECTS WHICH EXCEED Residential Addition 176 s.f. As required by Genend Municipal Law Section 239-m the site plan application w.as referred to the Warren 5000 SF OF DISTURBANCE AND CREATE MORE THAN 1000 SF OF NEW County Planning Department for its recommendation; IMPERVIOUS COVER The Planning Board opened a public hearing on the Site plan application on 01l26202I and continued the - NET S17E INCREASE OF 190 SF OF IMPERVIOUS COVER 7 TAX MAP # 227.6-1-7 public hewing to 01262021,when it was closed, - 1,050 SFt OF SITE DISTURBANCE NOT REQUIRED PER TOWN CODE MINOR STORMWATER PLAN & PERMIT- Dig �Safely. The Planning Board has reviewed application materials submitted by the applicant and all comments - . the made at the public hearing and submitted in writing through and including 01,062021; New York The Planning Board determines that the application complies with the review considerations and standards M Coll Before You Dig E Halt The Required Time set forth do Article 9 of the Zoning Ordinance for Site Plan approval, � ®ArrAeno Ottflitl►Response MOTION TQ APPROVE SITE PLAN 3-2021 JEFFREY CAMPBELL;Mtroduced by David Deeb who VEGETA i If ON SEEDING SCHEDULE E ag�,Cambispect The "''� 1 APPROVAL DRAWINGS 2 2 2021 moved for itsadoption; 800-962-7962 0 ISSUED FOR SITE PLAN REVIEW 1211112020 Per the draft provided by staff conditioned upon the following conditions: AREA OF RECOMMENDED APPLICATION wwv SEEDING :SPECIES/MIX RATE No. Revisions, Dote 1) Waivers request gr rr�►Red:g.site lighting,h. signage,n traffic o.commercial alterations/construction - details,q.soil logs,r.constructiontdemolition disposal s.snow removal. 2) The approval is valid for one(1)year from the date of approval. Applicant is responsible for requesting KMrrwxYBLUEGRASs, SITE PLAN . an extension of approval before the one(1)year turn frame has expired if you have not yet applied for a LAWN AREAS OMPING RED FESCUE, 75 LOSIACRE MAP REFERENCE. building permit%_commenced significant site work. 3) Adherence to the items outlined in the follow-up letter sent with this resolution. PERENNIAL RYEGRASS TOTAL pf�epaned : a) application was referred to engineering,then engineering sign•off required prim to signature of 1. BASE MAP INFORMATION FROM "MAP OF A SURVEY If _ MADE FOR ROBERT S1UTZ,' IN THE TOWN OF Jeffrey Campbell Zoning Administrator of the approved plans; b) Final approved plans should have dimensions and setbacks noted on the site plantsmvey,floor plans TEMPORARY QUEENSBURY, WARREN COUNTY, NEW YORK. DATED and elevation for the existing rooms and p waled rooms in the building and site improvements, Paga 2 of 2 SEEDING FOR ANNUAL&PERENNIAL 75 LBS/ACRE JANUARY 28, 2020. PREPARED BY VAN DUSEN & 16 mayflower Lane c) Final approved plans,in compliance with the Site Plan,must be submitted to the Community I&EGRAS5 MDR: TOTAL STEVES LAND SURVEYORS TOM7 Of QUeensbuiy, Warren COUnty,-NY Development Department before any further review by the Zoning AdmmisttWor or Building and EROSION CONTROL 2. WASTEWATER SYSTEM LOCATION FROM "WASTEWATER Codes personnel; - SYSTEM PLAN, PREPARED FOR AUTREY CAMPBELL. Drawn: JRS Checked GIN Snrole: NOTED Dater 11/20/2020 Page 1 of 2 Phone:Ss8.76a.822o 1 Fax:PS-745437(742 Say Road,Oueensbury,NY 128o4 I www.queensbury.net JOB NUMBER 291567--01,' DATED FEBRUARY 18, 169 Havilond Rood Phone. 5i8.76i.822o j Fax. 5i8.145./4437 j 742 Say Road,Oueensbury,NY 12804I www.queensbury.net 2020. LAST RENSED -DULY 14, 2020. PREPARED BY HUTCHINS ENGINEERING PLLC. ALTERATION OF TM DOCIIfrM EXCEPT BY Queensbury, NY 12804 2g'i 567A-01 A ���� � " Hutchins Engineering ineerin PLLC (518) 745-0307 Phone g 9 .(518) 745-0308 Fax