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Site Plan Maps rs •.=: z � its#\d� � � � j� a"' ( 5�", z�z� ;i� Stl � �w` y rr° rE � ;� � �,.�.. s "•. �f€$�g��, )� '�:. � �:,f,,..+r :2s'tCUVi ;. ;�� �s3�.t5•<-i..,=^� d a�>! AW n a ` x. •h ,ice �I'� Aff In..ver She WwE Or f eft - a w R 1s'?r N? 2:: •'gam ," 3N '`--� r ° Si t tr ,j maK an allie Fraw-mi -�- r 3. � "� A `� \.,,•% W �•^moo-'6s s 'x-: >x ,:,,,.� xs ;.. Ff�SSr+ this u PER z ^`F� f x' 5`M � .;:}x�- �3,�.�"o�' "��/'" �$ s`K W_,� �, � •jam"'� ��.:,✓�oa> :'�.,�"; .^i.�` .m�i�-, .,"'d s;�Yam-: -.✓� y.,s;:3 d..• � �'`F,« ra � �,.� ":✓,: LOCATION MAP UTE LOCATIONe allI I I two %amp r` NEIGHBORHOOD MAP SITE LOCATION 13" RAVW VV_ IJNLG ®- JL % Ct mI ILJLC Area Variance & Planning Board L S L Ah. ubmissions: November 15 2019 SURVEY SS AW Engineering Comments & Planning Board M. ENGINEERING L ReSUbmlSSl®ni: January i s, 2020 2 - OVERALL SITE L S - DETAILED SITE PLANS h r e A c r e s 1"N't 0%k a Engineering Comments: February 10, 2020 - EROSION & SEDIMENT CONTROL PLAN C I e- v e r d ale Engineering Comments: S - HOUSE SECTIONS - ILDI EIG CALCS February 26 2 0 20 S - WASTEWATER DETAIL SHEET .., George . HarrisBayTown Approval Drawing s: - CONSTRUCTION T IL SHEET March 6, 2 02 0 LANDS CAPING PLANS Town of Queensbury Area Variance & Planning Board L1 - PROPOSED LANDSCAPING PLAN Warren Resubissions: January 15, 2021 New York State PREVIOUS ZONING BOARD OF APPEALS APPROVAL RESOLUTION Tax Ma # 227nl7- 1 - 11 ZONING Zoning Board of AV4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district. olution WR - WATERFRONT RESIDENTIALSP81 Town of Queensbury7421Bay2Road Q eeeecord of nsbury,NY 12804 (518)761-8238 5. We could suggest that the alleged difficulty is self-created,but that's a stretch also. Town of Queensbury MINIMUM LOT SIZE• 2-ACRES 6. In addition,the Board finds that the benefit to the applicant from granting the requested variance would Area Variance Resolution To: Approve outweigh (approval) the resulting detriment to the health, safety and welfare of the neighborhood or community; Applicant Name: Meghan&Daniel Frazier SHORELINE SETBACK: 73.1, File Number: AV 60-2019 7. The Board also finds that the variance request under consideration is the minimum necessary; PREVIOUS P LAN N I N G BOARD Location: 12 Shore Acres Rd. (50' MIN• ORAVG. OF 2-ADJOINING NEIGHBORS' Tax Map Number: 227.17-1-II 8. The Board also proposes the following conditions: ZBA Meeting Date: December 18,2019 a) Adherence to the items outlined in the follow-up letter sent with this resolution. WHICEVER IS MORE RESTRICTIVE, AP P R VAL RE S O LUTI O The Zoning Board of Appeals of the Town of Queensbury has received an application from Meghan&Daniel Frazier. Applicant proposes a new 4,915 sq.ft.footprint,14,240 sq.ft.floor area. Project includes site work BASED ON THE ABOVE FINDINGS I MAKE A MOTION TO APPROVE,AREA VARIANCE NO.60- for a 500 sq.ft.bunkhouse,315 sq.ft.gazebo,360 sq.ft.pone cochere. Relief requested for 2"d garage Porte 2019 ,introduced by Ronald Kuhl,who moved for its adoption,seconded by James Underwood: �f qq 5 •-cochere,and __ebb_ saf ft eees structure. Site plan review for new floor area,hard surfacing within 50 .of NORTHERLY NEIGHBOR: 94.1r' SOUTHERLY: 2') Town shoreline,and planting plan for shoreline. Duly adopted this IS`h Day of December 2019by the following vote: FRONT SETBACK: 30 Community Dcvelopment0(Iice Relief Required: Queensbury AYES: Mc McDevitt,Mrs.Ha ward,Mr.Henkel,Mr.Underwood,Mr.Kuhl,Mr.McCabe ' 742 Bay Road,Queensbury,NY 12804 Y The applicant requests relief for 2"d garage porte cochere,and gazebo accessory structure.SIDE SETBACKS: 25 NOES: Mr.Urrico Q If required,the applicant must submit a copy of the following to the Town:Town of Queensbury Planning Board a. The project NOI(Notice of Intent)for coverage under the current"NYSDEC SPDES General Section 179-5-020—garage applicant proposes anew home with an attached garage and a Porte-cochere at the entrance of the home. Permit from Construction Activity"prior to the start of any site work. The Porte-cochere is considered a second garage.REAR SETBACK: 30 RESOLUTION—Grant Site Plan Approval b. "The project NO'F(Arotice of Termination)upon completion of the project; SITE PLAN 81-2019 MEGHAN&DANIEL FRAZIER c. The applicant must maintain on their project site,for review by staff: _,; „, _Tax Map ID:227.17-1-11/Property Address:12 Shore Acres Road/Zoning:WR i. The approved final plans that have been stamped by the`town Zoning Administrator The applicant pFopes MAX. BUILDING HEIGHT: 8 r These plans must include the project S W PPP(Storm Water Pollution Prevention Plan.) The applicant has submitted an application to the Planning Board:Applicant proposes a new 4,915 sq.ft. when such a plan was prepared and approved; • �f LL T footprint of a 14,240 sq. ft. floor area single family home. Project includes site work for a 500 sq. ft. ii. The project NOI and proof of coverage under the current NYSDEC SPDES General (1•Sir FOR ACCESSORY STRUCTURES) bunkhouse,315 sq.ft.gazebo,and 360 sq.ft.porte-cochere. Pursuant to Chapter 179-3-040 of the Zoning Permit,or an individual SPDES permit issued for the project if required. SEQK Type 11—no further review required; Ordinance,new floor area and shoreline buffer plantings shall be subject to Planning Board review and g) Final approved plans,in compliance with the Site Plan,must be submitted to the Community A public hearing was advertised and held on Wednesday,December 18,2019; �J approval. Development Department before any further review by the Zoning Administrator or Building and PERCENT PERMEABLE: 1 S% Codes personnel; Upon review of the application materials, information supplied during the public hearing, and upon Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter 179-9-080,the Planning h) The applicant must meet with Staff after approval and prior to issuance of Building Permit consideration of the criteria specified in Section 179-14-080(A)of the QueensburyTown Code and Chapter 267 Board has determined that this proposal p MAX. p p p al satisfies fire requirements as stated in the Zoning Code; and/or the beginning of any site work; of NYS Town Law and after discussion and deliberation,we find as follows: A FLOOR AREA RATIO: 2 2% i) Subsequent issuance of further permits,including building permits is dependent on compliance with As required by General Municipal Law Section 239-m the site plan application was referred to the Warren this and all other conditions of this resolution; 1. 'there is not an undesirable change in the character of the neighborhood nor a detriment to nearby properties County Plannitag Department for its recommendation; j) As-built plans to certify that the site plan is developed according to the approved plans to be provided as this request blends in very well with the architecture. prior to issuance of the certificate of occupancy. The Planning Board opened a public hearing on the Site plan application on 12/19/2019 and continued the k) This resolution is to be placed in its entirety on the final plans. 2. Feasible alternatives are very limited. They've been discussed and the fact that this is considered an public hearing,to 02/18/2020,when it was closed, c 1) The landscape drawing I.3.11 will be used for the landscape plan. auxiliary structure is a stretch. However,they have been considered by the Board and we believe that this is a minimal request. The Planning hoard has reviewed the application materials submitted by the applicant and all comments Motion seconded by Brad Magowan. Duly adopted this 18"'day of February,2020 by the following vote: 3. The requested variance is not substantial as it blends in very well. This is a 2.8 acre lot and this structure made at the public hearing and submitted in writing through and including 02/18/2020; AYES: Mr.Shafer,Mr.Hunsinger,Mr.Magowan,Mr.Valentine,Mr.Dixon,Mr.Traver blends right in. The Planning Board determines that the application complies with the review considerations and standards C f a _ R� APPLICANTS set forth in Article 9 of the Zoning Ordinance for Site Plan approval, [. NOES: NONE \�/,Y/ MOTION TC� APPROVE SITE PLAN 8I-2019 MEGHAN & DANIEL FRAZIER Introduced by ABSENT: Ms.White,Mr.Deeb Michael Dtxonlwho moved for its adoption. ( ( MEGHAN & DANIEL FRAZIER According to the draft resolution prepared by Staff with the following: I 1) Waivers requested granted; 8 C O \\\N O RS WAY 2. Adherence to the items outlined in the follow-up letter sent with this resolution. a) The Iis `its of clearing will constitute a no-cut buffer zone, orange construction fencing shall SARATo SPRINGS,, A�RI ^ 't Y 12866 Meghan & Daniel Frazier be instlled around these areas and field verified by Community Development staff; _+1+ ■`.As ■\!1 b) Ifapplipent the Sanitary Sewer connection plan must be submitted to the Wastewater Y /2 Shore Acres Rd Deparrent for its review,approval,permitting and inspection, c) If curb cuts are being added or changed a driveway permit is required. A building permit will not be Cl e yard al e — Lake George �y �w�w'-/ issued until the approved driveway permit has been provided to the Planning Office; 6J p e ieY■ d) If application was referred to engineering then Engineering sign-off required prior to signature of New ®�� Zoning Administrator of the approved plans; e) Final approved plans should have dimensions and setbacks noted on the site plan/survey,floor plans A D u si IM Call Before You Dig and elevation for the existing rooms and proposed rooms in the building and site improvements;- CJi EJ Wait The Required Time Page 2 of2 e s 169 Haviland Road IM Confirm Utility Response Page I of2 T c ` The , NTE" R" GREEN Queensbury,NY 12804 ®Dig With Care Marks Land Surveyors 51 ®Dig With Care Phone: 528.761.8220 I Fax: 518.745.4437 1742 Bay Road,Queensbury,NY 22804 I www.queensbury.net Phone: 5i8.76a.8zzo I Fax: 518.745.4437 1742 Bay Road,Queensbury,NY iz8oq I www.queensbury.net 800■962-7962 8) 745-0307 Phone Hutchins Engineering 189 Haviland Road Queensbury, New fork 12804 L � � � � � i, � (518) 745-0308 FaX www.digsafelynewyork.com (518) 792-8474 New k Lic. No. 50135 Legend: .I, I___�-�-_-_--__.I ,,I­-1__r../j._._.._._.._../_...'.,__.­_1,..,_I_­I_-11o.1-..R1_,1_I-"�-,_.1,.,..8..1.l.l.1G'.,_.-.-..1.1.�-..,.E....l....-.�....0I_...�....._.­_!1..T�I, �.;I�I.-I1,i1,.,/II,C/�`—/..;,�I-,1I;1�,-/-.�I�<_',�..0,1..I-/,'".."�,,/"I,5I/,­i_.I.�X.-I.1`1,/,I,__I"_1/,_��_i_-;",;;-I I/I 1r I z, 5R_,l�;I'e-11_I.,,t"�I:t1�1"(,1,T,11,11 1I,1.1..;1,1 I"d.._,t;,I,.-I_/.Zi:,,r_,/IIII,IiI,iit��,,-I�/1 1�'lI...�_/,11I_......­e;, I.I 11 1/__11I _/I I,I I_I111/1(,,Y_/Ij�I;..11I.1 Ie II,/,//,/II.II I�Ii�;/I,,�_,//'/�/C�,�,O_,I//�_/II^1I_\(/,Y,/I/4_/1—I(�.;" �1/,_I/I7*,/�./I 1 ,L,,�I,,",,-i,.,....-1.1�I 1r,�I�i 1(-1"/!I,Ie-,�I�/kIk,,, 1,I/1 1II 1!1//11/_j /.,II���I,I t.I.;i:.I%111..;/./".iI.//.t./.q,.........../I-./-,.'1l:II l�.,,I,1I1./.)//11�11,.1 11,1 1 4�',I,17�,",I ::"II��t--:;:-:.I:I:-7:­'1,I.,-,-I,/�,�i[m.,...)I..—...I.0..ja"..(:F:.:..ID:.I I-':.I,,..,-..:...:%.­.,:7-:::,�.-I.�-.1`,:1.�:-:I,­.,."..I...1:..":.:-q.,�I�::;,"..­.�I.-.:-,.7;._�..W4.�:4-x.,—e�G.­:.'�F.I:-,.,:"I:44:.I�E:.;�,�.1�:..::,,'_�4-�:.,.1I_;.A.1:l:,:--�.':7�-:..­�..1�..:-.­o,I C?1:..'.W.:.,:--A,'1-::s1,��-.,.­::: :;,I/,�1--..�,,"_IF I,�t_;.-x,?_:._1�:/.-._iL.�i I(1.-I L:,Is-_,1 I�.j...j.;;.,.We. :.!I.::,kI.\.,.,.4.Ii,.:'.,,-:!I]..-.�.._i..-.._.1,:_:/;-�4,,.:,­,,;�%-:--:'..,.�I-./­,._1'�I-,i,.1'1.:'���,,-:!-:,',:1.'.:'­.I:�.,:.',.I':V...-I:.:/ ® IPF=Iron Pipe Found Deed References: Map References: � w >- CC UM(Z (O � 4 41 Notes: ® CIRF=Capped Iron Rod Found = Q Q MMF=Marble Monument Found Tax Parcel:227.17-1-10 Map OfA Survey Of A Portion Of The Y k - LU i.)Excepting And Reserving the Rights v The Public To Those 4.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD. 0 CIRS=Capped Iron Rod Set/To Be Set Amelia Lupe Owen Fred G. Fielding Estate Known As The Z C� q Z Lands Lying Within The Bounds Of Cleverdale Road. 5.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN Stone Wall To "Gunn Farm" O -� O N � 4. I _Property Property Lines Run to Apparent Centerline Of Cleverdale Road ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE E---3-- = Wood Fence Steven Lupe Owen, et. al. Made For � t,,� O c t L Having A Right-Of-Way Width of 50 Feet(25'Ether Side Of Centerline). NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. `Z�i =utility Pole Dated.'June$, 1985 Dr Richard Fielding ti- O •) Q �10 6.) THIS MAP 15 COPYRIGHT © 2019 VAN DUSEN$STEVES LAND * =Light Pole Book 671, Page 561 Dated:December 5, 1951 O Z CL 2.) Property is subject to an easement to New York Telephone Company SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS By:John B. Van Dusen ( •Q W Os =Septic Manhole Cover Tax Parcel:227.17-1-11 0 " W W q m Tiber 407 at page 285. (blanket easement). DOCUMENT IS VIOLATION OF SECTION 7209,SUBDIVISION 2,OF NEW = � J / YORK STATE EDUCATION LAW. = Trees Ralph H. Schoenherr Map OfA Survey Of The Fielding Estate W L �- O 3.) Rights Of Way m Liber 226 Page 534 do not affect subJect property. _ Elizabeth C. Schoenherr Made For n I- Q P� (1. 7.) UNDERGROUND UTILITIES, If ANY,ARE NOT SHOWN HEREON. Q O =Shrubs To Dr. Richard Fielding O C Q 0 Amelia Lupe Owen Dated:March 1952 C Dated:November 21, 1984 By:John B. Van Dusen Iw Vertical Datum:NGVD29 Book 666, Page 538 Contour Interval= 1 Foot Map Of Lands Of r- ./, - A Ralph H. &Elizabeth C. Schoenherr L� o Ln , '' _ / Dated.'June 1978 0 0 "` , Q - , IMF / _ � 9�' By. Raymond J. Buckley \ Li N o\o i -' __ Map Of A Portion Of The Lands Of _ - f Ray&Jean Nelson Chiseled 'x On -' ,�, Dated:May 23, 1980 Boulder "'d> V Revised:August 20, 1980 .�j Lands N/F Of g rry� Inwald Enterprises, LLC By:John B. Van Dusen , ; y 3380/213 Lands N/F Of ap x Inwald Enterprises, LLC Dr. Colgate Phillips or r P.K. Nail Found �10 0.42'North Of Line a 34861252 Dated:December 23, 1980 I By:John B. Van Dusen Pad i'ner9 Gk s tlouseCorner k.._. ... ..."_ �Q ` Clear 6y G.5' Covered 0Q°( d� �, S Adjoiner's Wood ....�" `. house Corner e� MF 4"PVC Dram Frame House p p Lf� Q) O 57 CIRF Pipe,Inv=32G.15 4"PVC Drain 20"Maple " - Clear By 7.7' It � Lo I R5 L(1 ,'_ 0.3 North n� 75 (C er)Q.5 m ` Of Line a ., - ort f Line t Ripe 330 �v O _._ CI a PF �� -,•� �e� y ,. ., -, € ./> �� 5 � a v ktouse Corner ° 4"26 E i-i 7 , " _- _. ,.._ _... . 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OG240-LRD IDOL,- 1AKE WATER SUPPLY WASTEWATER SYSTEM SETBACK SCHEDULE ZONING REQUIREMENTS 3"- W Clp\f WR ATERFRONT RESIDENTIAL HOUSE PROPERTY LINE WELL WATERLINE LAKE GEORGE SHORELINE SETBACK, 73.1' FOUNDATION (OR AVERAGE OF 2-ADJOINERS, SEPTIC TANK 10, 50' 10, 10, 501 WHICHEVER IS MORE RESTRICTTVE, LANDS NIF OF 01 — NORTHERLY NEIGHBOR:94,1' INWALD ENTERPRISES, LLC 200' PROP.4'Wx 4`D x 201 CONCEPT 20'W GRAVEL OvIbe,\66 Oev ABSORPTION FIELD 100'.. 20' SOUTHERLY NEIGHBOR:52) 34861252 COLD WEATHER STONE DRIVE TO NORTHERLY O�\ 30' INFILTRATION TRENCH NEIGHBORING PARCEL LANDS NIF OF FRONT SETBACK. INWALD ENTERPRISES, LLC REAR SETBACK. 30' PROP. YARD DRAIN 1ZS%MAX.SLOPE LAKE OUTLET,GRATE EL.34Z5 P.K. Nail found 33801213 25' ....... SIDE SETBACKS. WATER 6"PVC ZNV.OUT=341.5 0.42' North Of Line SUPPLY Hou5e Corner PROP'4 PVC SDR-35 OUTLET PIPE MAX. BUILDING HEIGHT. 28' covorec\ PROP.6"PVC SDR-35 CONCEPT BOUNDARY LINE ZNV, 1=336.5,ZNV,2=327.0 Clear By 6,5� PROP. VEGETATED PROP 4'W ROCK PROP.VEGETATED ADJUSTMENT WINORTHERLY Aijoiner'5 Wood P 6'FOR ACCESSORY STRUCTURES) OUTLET PIPE ZNV.1=341.5 DETENTION AREA OUTLET WEZR FOREBAYARE4 NEIGHBORING PARCEL PROP.YARD DRAIN Houre Corner PERCENT PERME4BLE. 75% EL.342.75 4�'PVC Drain frame HOU56 3800 SF& Ln CIRf Pip 20"Maple OUTLET;GRATE EL.337.5 Clear By 7.7 IT INV.2=340.5 e,Inv=32G.15 0 4"PVC Drain 0.3' North Pipe,lnv=330.75 (Center)0.50' 4"P11C INV.OUT 336.5 MAX. FLOOR ARE4 RATIO:22% 0 Of Line North Of Line 0 2 v Hou5e Corner S70o37'26' E N57o34`0 "E clear Dy C;4 9.25 411E 94.1' Drainaje D 81— 10' F.L. �j&back(WIW) ———————————---- PROP.4'Wx4Dx10 V OKE PROP.VEG. PROP.XW x 1'D Mean High Water: 320.20' DET.AREA COLD WEATHER STONE STONE SPLASH PAD 1 , .59 INFILTRATION TRENCH ATEAVELINES PROP-6 PVC SDR-35 OUTLET PIPE t 25" 6 5etback (131clj W/ WW —7 9 CA77OR INV.1 324.5,INV,2 322.0 1�� GE PROX RAZS 33rf PROP.6 PVC SDR-35 GARD UNDERDRAIN FROM BZOFILTER Lake Elevation 319.6' 150.61 ZNV,1 322.5,ZNV.2 322.0 WUP LANDSCAPING I S/W ROCKS(TYP.) EXIST,DRIVE IERt4,— T.B.R&REVEGETATED r7 -i k �b 0-0 49 V . . . ::, ':�:, :::,: ': I,I� :I.I A� I .-, :� I ., ,e:, .,,;,,,:.:1,­,I.I. . I I I '40 228'± Along Shore 19, 23,8171 DOCK PLAN REFERENCE Tie Line 326 DOCK & BOATHOUSE LAYOUT TAKEN FROM: N45o27' 13"E 'Y. es C\j/ PROP.4'W x 4D x 10% "PROPOSED DOCK LAYOUT FOR DAN & MLGHAN 211.91 ' T a x Pa 7. 17-1-T1 -------- COLD WEA 1 7 (0� N- o N FRAZIER..." BY. 3�4 :J", INFILTRATION TRENCH ADIRONDOCK'S LLC, DOCK & PROP SPORT COURT BOATHOUSE BUILDERS, LAKE GEORGE, NY P PROA SHA P DATED: 9 APRIL, 2019 MEG.FORERA Yl n� Wx4 x10% 3�' WEATHER'STONE TRATION TRENCH Ln j J I PR OUTLET WEI Z JL_ PROP.14'W ROCJ�11 0, j X'4DX Uj `RA Z W F�"_ GARIDNEN C WEATHER," Ir C WO NO WEL RION TRENCH FW L _E 100-FT OF PROP. ABSORPTION FIELD J__ ooll TP-10 __j 10 -iw 1171 _�T �­4 LAKE V4 WA TO Z 'ROP.4" P SUfPLY HOUSE SEWER 0 PROP.(8) IODULE 25.0 QFP PURAFLO W1W SYSTEM W11 6'x 80"STONE ABS.BED F I BOTTOM OF STONE 351 L L) PROP.(2)2"HOPE A, Voe-ARDEN INSTALLED IN STABIEZZED FILL 'r LAKE-WATER 1�7 7 IN n SUPPLY TO HOUSE 36 BERM 334.8 —334 S7, —4j3 5 0 FWP VEGETATED 3 DETENTION AREA Ln 0 A+' SEE LANDSCAPING PLAN utr, 0: .. FOR SHORELINE PLANTINGS Z F, 3 Potable Water Line V PROP.14'WASPHALT TIP Jo v. P PAVEMENT DRIVEWAY PROP.XW x 1'D 12%MAX.SLOPE STONE SPLASH PAD 61± F cv Now 334.8- ADDITIONAL INFILTRATION TESTS T PROP.4'W x 1'D 73, STONE SPLASH PAD IV07o591 —334 Ap �,b IT-10 DECEMBER 23, 2019 BY. L.W. DOBIE, P.E. 333 EL.334.8 PROP.2D x 2'W NEAR TP-2 - STORMWATER AREA LAKE 112" lPf ROCK DITCHLINE . ......... WICHECKDAMS REALIZED INFIL TRA TION RA TE. 4 INCHES PER HOUR OUTLET WEIR 2D"t' WATER PROP.4'W ROCK 1 336. 336, 771 C; oOO 3 PROP. RZP-RAP SUPPLY EL.334.0 N12o00 3 EXIST.ABS.FIELD TO :-,�u W PROP.4'Wx4DxIO% DZTCHLZNE IT-11 DECEMBER 23, 2019 BY. L.W. DOBIE, P.E. BE REMOVED PROP.(2)10"HOPE CULVERTS mmf MMf PROP.(2)10 HDPE CUL VER TS COLD WEATHER STONE WICHECK DAMS NEAR TP RAIN GARDEN AREA INV,I=336.75,ZNV,2 336.0 IPf PROP.VEGETATED ZNV,1 =334.25,INV,2=333.5 INFILTRATION TRENCH PROP.VEGETATED PROP.XW x 4D x 12% DETENTIONARE4 IREALIZED INFILTRAT70N RATE. 12 INCHES PER HOUR PROP.(2)8"HOPE OUTLET CULVERTS DETENTION AREA PROP.ASP. WING SWALE COLD WEATHER STONE CIPIf PROP.6"PVC SDR-35 ZNV-1 333.5,ZNV.2 331.0 ZNFZLTRA77ON TRENCH PROP.4'W x 4D x 20% OUTLET PIPE PROP.4'W ROCK Mmf -12 DECEMBER 23, 2019 BY. L.W. DOBIE, P.E. Fuel Cover IT '�cJlolner' COLD WEATHER STONE INV.1=336.5,ZNV.2 335.5 ,5 W, PROP.4'Wx4Dx4O% OUTLET WEIR PROP.YARD DRAIN ood NEAR RAIN GARDEN AREA Frame COLD WEATHER EL.333.5 OUTLET,GRATE EL.338.5 INFILTRATION TRENCH STONE PROP.YARD DRAIN REALIZED INFILTRATION RATE. 6 INCHES PER HOUR ZNFZLTRAT70N TRENCH 6"PVC ZNV.OUT=337.5 OUTLET,GRATE EL.337.5 0 6"'PVCZNV.OUT=336.5 C) Ln Ln PROP.6"PVC SDR-35 FORCE MAINS FROM HOUSE VC SDR-26 IT-13 - DECEMBER 23, 2019 BY: L.W. DOBIE, P.E PROP.(2)2"PVC SDR 26 OUTLET PIPE 13 ZNV.1=337.5 NEAR GUEST COTTAGE PUMP STATION TO ABS.FIELD INV.2=335.5 NEIGHBORING REALIZED INFILIRATION RA7E, 10 INCHES PER HOUR PURAFLO W1W SYSTEM Lands NIF Of IT-14 - DECEMBER 2J, 2019 BY. L.W. DOBIE, RE James J. &Joan E Meyer CrU5hecj —INFILTRATION TESTS NEAR TP-4 - FOREBA Y AREA REALIZED INFILTRA77ON RATE. 5 INCHES PER HOUR GRAPHIC SCALE AT 7P-3 - STORMWATER AREA PREVIOUS PROJECT APPROVALS 44671241 StonelGravcl Drive IT-1 - OCTOBER 22, 2019 BY: L.W. DOBIE, P.E. OVERALL SITE PLAN — REALIZED INFILTRA77ON RATE. 3.5 INCHES PER HOUR 10 0 5 10 20 40 112" 1 F`F] SP 81-2019, A V 60-2019 SCALE 1"--20' 6a . 1111111111 1— i i I IT-2 - OCTOBER 22, 2019 BY. L.W. DOBIE, P.E. TAX' P#227. 17-1-11 IN FEET NEAR TP-4 - STORMWATER AREA REALIZED INFILTRA77ON RATE- 8 INCHES PER HOUR ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED SITE SOILS DATA PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. -4 OCTOBER 22, 2019 BY. L.W. DOBIE, P.E TEST PITS TP TP-7 OCTOBER 22, 2019 BY: L.W. DOBIE, RE TH STORMWA 7; 71 TE SOU OF OLD SEP C MOUND -10 SEPTEMBER 11, 2019 BY. L.W. DOBIE, P.E. TP R AREA 4_ MIDDLE-NORTHERLY WASTEWATER AREA 0-16" OLD DRIVE RUBBLEIGRAVEL 0-12" F-A' Safely, "M LAKESIDE OF WALKOUT BASEMENT TP-1 OCTOBER 22, 2019 BY: L.W. DOBIE, RE Dig TOPSOIL, FOREST DUFF & HEAVY ROOTS rx 0-12" TOPSOIL & FIELD GRASS MIDDLE OF LOOP DRIVE - STORMWATER AREA 16-22" PA 12-36" MEDIUM-BROWN VERY FINE SILTY SAND 12-120" ORANGE-BROWN FINE SAND Newilyork 0-18" OLD DRIVE RUBBLEIGRA VEL M." MEDIUM-BROWN, RED-BROWN FINE LOAMY SAND BROWN LOAMY, SILTY CLAY 0 Call Before You Dig E3 Wait The Required Time 18-34" FINE—MEDIUM BROWN SAND 42-54" YELLOW—BROWN FINE LOAMY, CLAYEY SAND 42-54" YELLOW—BROWN FINE LOAMY, CLAYEY SAND DRY ENTIRE DEPTH, El confirm Utility Response ffi 01"I"', 1 1, ,I" ' 'I :,:e: �S�, 36-64" LIGHT—MEDIUM BROWN FINE SANDY LOAM WISILT 120-150- GRAY—BROWN GRA VELL Y SAND 22-42" 34-72" FINE LOAMY, SILTY SAND ROOTS TO 28" BOUNDARY CONDITION @ 28" ROOTS TO 28", BOUNDARY CONDITION @ 28" El Respect The Marks 'a NO BOUNDARY CONDITION NOTED NO SEASONAL HIGH GROUNDWATER EVIDENCE El Dig With Care 1/15/2020 �g www.digsafelynewvyork.com DRIVE STORMWATER AREA —48" LIGHT BROWN SAND FILL MIDDLE—SOUTHERLY WASTEWATER AREA PT-1 OCTOBER 22, 2019 N o. Revisions LOWER GROUND U�Rml a K AREA OF PREVIOUSLY REMOVED COTTAGE l,1, TP-5 — OCTOBER 22, 2019 BY. L.W. DOBIE, P.E. TP-8 - OCTOBER 22, 2019 BY. L.W. DOBIE, P.E PERCOLATION TESTS 800-962-7962 0 ISSUED FOR SITE PLAN REVIEW & AREA VARIANCE M TP-2 — OCTOBER 22, 2019 BY. L.W. DOBIE, RE 0-18" TOPSOIL, FOREST DUFF & HEAVY ROOTS BY. L.W. DOBIE, RE 0 Date M w gg' 0-36" DARK BROWN LOAM DRY EN77RE DEPTH MAP REFERENCE "'Ir 18-48" MEDIUM—BROWN VERY FINE SILTY SAND AT TP-8 — WASTEWATER AREA 36-70" BROWN CLAYEY LOAM WISHALE FRAGS SURVEY INFORMATION TAKEN FROM: "MAP NO BOUNDARY COND177ON ENCOUNTERED BASE 48-64" LIGHT—MEDIUM BROWN FINE SANDY LOAM WISILT SITE PLAN MODIFICATION OVERALL SITE PLAN ,- 5 STABLIZED PERCOLATION RATE: DRY EN77RE DEPTH, ROOTS TO 54" OF A SURVEY, MADE FOR DAN FRAZIER, TOWN ROOTS TO 30", MOTTLING @ 30" 20 MINUTES PER INCH OF QUEENSBURY, WARREN COUNTY, NEW YORK" prepared BOUNDARY COND17ION AT 54" TP-6 - OCTOBER 22, 2019 BY: L.W. DOBIE, P.E. for. BOUNDARY COND17ION @ 30" AREA OF PROPOSED BUNKHOUSE DA TED -3 OCTOBER 22, 2019 BY. L.W. DOBIE, P.E. 0-8 11 TOPSOIL & GRASS PT-2 OCTOBER 22, 2019 711712017, LAST REVISED 5110119, PREPARED BY. Meghan & Daniel Frazier 2 TP TP-9 OCTOBER 22, 2019 BY. L.W. DOBIE, RE BY. L.W. DOBIE, RE SOUTHERLY DRIVE STORMWATER AREA 8-32" RED-BROWN FINE LOAMY SAND WISILT 12 Shore Acres Road NORTHEAST AREA OF PROPOSED MAIN HOUSE -7 - WASTEWATER 0-12" DARK BROWN LOAM 32-48" BROWN VERY FINE LOAMY SILTY SAND AT TP AREA 0-12" TOPSOIL & GRASS STABLIZED PERCOLA 71ON RA TE: Town of Queensbury, Warren County, NY %.xi D u s 12-68" MEDIUM BROWN FINE SANDY LOAM ROOTS TO JO" DRY EN77RE DEPTH A"'on '5 W 00' L Frame OU51 3, PR, _101 F4 .5 Corn 4"E S 4' 12-26" & ORANGE-BROWN FINE SAND WITRACE OF SILT 2J MINUTES PER INCH MOTTLING @ 54" BOUNDARY CONDITION AT JO" Drawn: LWD le: 1"=20' Steves Checked: GTH Sco MEDIUM BROWN VERY FINE SILTY SAND BOUNDARY CONDITION AT 54" 26-48" -Date: 12/4/20 LOCATION MAP —SITE LOCATION SITE LOCATION 48-62" Laiad S-urveyc)rs 169 Haviland Road NEIGHBORHOOD MAP DARK BROWN SANDY, CLAYEY, SILTY LOAM ALTERATION OF THIS DOCUMENT EXCEPT =A6 Queensbury, NY 12804 MOTTLING @ 48" ROOTS TO 42" BOUNDARY COND177ON AT 42- 169 Haviland Road Queensbury, New York 12804 BY A LICENSED PROFESSIONAL ENGINEER A a (518) 792-8474 (518) 745-0307 Phone 291438A-01-S2 New York Lie. No. 50135 IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (511) 745-0308 Fax b _' . 77,.-4 . by ° I t " ,=5�=� PROP.4"PVC SDR-35 OUTLET PIPE I INV.1=336.5,INV.2=330.0 � F/I �I/// ,11/11/,I1 ,1 11",-.'.1.",/,I_.so__\-, _I I , -INI IX ,/ -I/ TCW.A/3-"3116 I,I, ___-]:� / __--- _--- -- - - _ _ y PROP.YARD DRAIN 2 S' S de Setback 0-5ldg _ �t , r� =� ��' �� OUTLET,GRATE EL.33Z5 SITE DEVELOPMENT DATA 334` 336 ----- _ 4"P = - " -336,5 \ VC INV OUT 331 . . .� 338 3$ PROR VEG. 3, DEL AREA PROP 4 W x 4 D x 10'L TOTAL LOT AREA 2.84 ACRES/123,871 SF / / p ,0.1. B.O.W. 3 .5 i __N\ COLD WEATHER STONE 50.61 / ,' '' +TS 339.5 ?�4® 3 INFILTRATION TRENCH ,' // // ^< ,33QS SWALE PRECONSTRUCTION CHANGE IN PROPOSED TOTAL �1 I/,III�, I�/ I""�,I I I i .',, mow.- x "�I 11 I/I;� .// // I" II I�,I I ]1I I% ,,",I I// // ,"" I" / t - U�*3�,3jz- "I,I 1LI', -L�-�,j I 1--,�" I , --I. /, i 4 Y ® IMPERVIOUS AREAS IMPERVIOUS AREAS IMPERVIOUS AREAS o / X w Z _ t9 W 1 '� -, �� �,365 � - HOUSE&GARAGE ---- 4915 SF 4915 SF / ® U3 I W' : � p e� �� '�� „ . �,_. 1 C,�' _ =7 F j? MAIN DRIVE 6900 SF 3490 SF 10,390 SF *A i Jft J II SECONDARY DRIVE(NORTH) --- 1750 SF 1750 SF ?8 ' i G, , 38 PROP.3'W x 1'D sA i 9� 00 SF ---- 2500 SF . STONE SPLASH PAD ClEVERDALE ROAD 25 ,/ AT EAVELINES ®`�e7 • . a p' DECKS/PORCHES ---- 1480 SF 1480 SF �� '/ / PATIO, WALLS, WALKS,STAIRS ---- 3000 SF 3000 SF �F 11/ I 1", I�,",1 I 1I" "/ "I",I 'I,I'.,I "I"" 1 I I� I I 1", ,I "II I I I,.,I /// 0,.v 037 11.I.I.I;;, 1;. II . . . , �� y r ' /. " ' 6 /' { - PERMEABLE PAVERS 840 SF 32 _. _ _ ®! 0 840 SF - Wt � _ 1._ ._, _. ? , . : (POOL PATIO) (1680 SF TOTAL,50/o IMPERVIOUS) _ t.. ,.;,_ - .?_.. I ... .. ! # �._ ,.___s.._�, ' , ---- 500 SF 500 SF # � , , - _.. ,....: BUNKHOUSE 11 1. I. k ;_.._{....;_._ r { _ _ _. ._. # _..{ _- _,.,_._.� , ! ! r i 7 , { _ # J # ' ;. # , , { _.1 y.......__..; , .-...., ._. , # �r 1 _ # PORTE-COCHERE 360 SF 360 SF # mow_ L 3 4 _.. _._. , _,_ _.; '_ T 0 RT --- 3265 SF 3265 SF { . .. I //I",,11 . %IO r.l�_�N%IO_ (1IL)n I /, .;I�I.II .I1.; ..I; ((yy)) / / I.��.z I.�..I.; I // / t.I�;�i / / MX/ /I rMIN0q, 1Z 04/, a0AdImb L""III I. ,,.. `' __�_�(II6­Lnjn­j j", SPOR C U I.4,I4�.-.e I1 I":,L.-,.-L11�,'f.W��-��f[I'.:.-,.I-. U U -_w.. < r f -� �-_,.. _. i__.4 ' , -s- WATER FEATURES # 4 I - I .I_�,.­..I...1I I 1 IR I I.'II 1.'.II I I...0..�--..I..I 1 I11.I II 16.I I:�,1 I1 I 3'.I.�w....��I-.-I I1 I I��..I I-.I1I-�1I I�I�I.I I.I 1 I:-I 1..I I I I �1.. I I I I I,I 1..�I.I.�I�II..-.I I� I I I III II II i ---- _... (POOL&SPA) .....1,......._., L.__ 1405 SF 1405 SF ' a _ rr _,...,,,_r,..., e., ;._.....µ,r # -- DOCK WALK STEPS ---- 350 SF 350 SF - , ,s / r _i ,__-# .. . C PROP.SHALLOW '. < -- __.�..} , VEG.FOREBAY { -_ ; q N ' y ? - -., TOTAL 9400 SF 21,355 SF 30,755 SF N4 _. h'.:�'.I e..II-.-I1I..1I .,,.I,1 1II I,,1-I,,:I:0,..II 1.II 1.1II-..1 I 1.-1III I�..1..I1�I'I.I I'.I! £ t r o 0 0 --'t > PERCENT IMPERVIOUS 7.6/0 17.2/0 24.8/o N , I 11I..-...�I.I-��,I.I..�I M M r ,._.. 2 ■ 0 0 0 ,i -;N.. PERMEABILITY 92.4/o (17.2/o) 75.2/o # { __ PROP. RAIN N PROP.3 W x 4 D x 101 ® r r _ GARDEN M N COLD WEATHER STONE "0.�.I"I,II�o,�,,I,P-I'.�,,.'�'I.I..,.I:I�.,1-�.11,1 1: L�__4i 1-!p1L,WII_rI,_-L 1,,­­L­_I cAL­III A AI,,I eJJ rnN"A � I I.,I II.I.�....I.I�...I,,".I I I�111I I.."1..II"I'II I I.-.I..,�I I-�I�.',I I.I.".1.',­.I..II�.I I I.­.'I I I I,-,.I,.I,.I I.�11,I�,I�1 I I.I1 1 I..II-�-"I I.,.I,.II.1I-I�,I.I1I.1�I I.I'I I.1'�.I lI 1I,'I 1.I,l I I...I..�I.I�. 1:I.I II I:II I 1II I,1.I,1I�1�-I I,I...1:. 1. ',�7�,7�,1._,I,./"�1._. M INFILTRATION TRENCH = # +341.2 � .II I:.,..:.0.,..W�W:..-.I-.:).,0I.,,jII:..1'I,.-L:%,WIN jI I�:..:-,,I 1,�,I�.J.:�:j I 9.I�'W I,Z-�:1 I., i A en .... 11 ITE ET A S S 8 CK T E 0 x. S > RO 000 G I V • . ' RE UIRED FOR �� Q _,. , � ,,, PRECAST CONCRETE _ - �. ' EXISTING PROPOSED i'r, WR ZONE SEPTI TANK ,....,.; ;_.. c , 4' IN SERIES T 3 2 µ , l! T . C'� e. 5 (eU USE) > ,. PROP.2000 GAL .._ ---- „-_, SHORELINE 78 .. _ ,- r , �, # _,..., {_. ' M (AVG. OF 2 ADJOINERS) 150.6 (MAIN HOU�PORCH) PRECAST CONCRETE a� _ a -` _. SEPTIC TANK M ,, i , J 70 , r'/ PI II I INR 0II Z I. I I.�I.I �II c,� I��I�, 3 '� # , , ' s - . ''' I . I // V, FRONT 30 ---- 262.7 (PORTE COCHERE) TP" 1111 261 . __; _: . # M ..... PROP.4 W ROCK 0 Q _ .. _ ._' ' -t �_.._� ,. ,, , : . :: : ,: V� I . n:- , OUTLET WEIR Ql ,/ I �U>�-,:�,A\,,� . �A Q 'A .-­,T_IL!__1-11J11__1"I,,..­.....".i..­,...,._._..._L_1.,_.I.J 7 11�,,�,:�,��� ���1?..1.1..1,.14..�_111ri ,I r t, > I II II I NORTH SIDE 25 ---- 2Z9 MAIN HOUSE PORCH EL.325.5 3 2 �-- ,M {: __...._;_. ': cn { , ,d { ( # , , , .. ate;,,,,,,,,,,,,,,, # ,_..3_ '. ♦ y...,...,...,.... , s , t.,.,ya,,.,_.., , ---- `0 � , , _. # , _- �_.. ' # # 14 - ,. : . _ ..- � .1 � :� � � - SOUTH SIDE 25' 31,0 GARAGE.�.. �,�;_��_�,1 1Ti14-,�r.I...:.B j i.-,.4 ..I r I.�..I.01.I I"III II.:Q11TIIl�.i I oI o �:.,"I,I 14":.j"1r��1�:1,,:,,1.,:,.I,�,.�__-n�-17,.1��I..'.�--�f,Z l'o��I-�iI.',- ,�1l,1:I�-­,,,,-,,­�";1."I':�1\- .-;-.�_,.,-/J-..,,�.._I�'`-z,�1�i".,I.N.�.`1_,�_-­1,-\7 I ..�­.,.-^;1 111-I/1- ��1II \� ,/,"'t�'�1�_4_.�%7­I0�1,1 I,'_4I..I,�1,.-I,,W�II11<6.S-A.1­-.I.-�I�I1 I I,.II�-1�,, I�"I I,I�.-...Iff,I.1.1 I:4.,:I-_1.'&�..I-I1I'"�I I I1,-...:4-1"%-I.1.,1:-;'o,0I.I I,,..I:1,I1r.I I:-:.I1 I11_�1 1I:I1,.1.IQ"�',,I. I. :.-1,...,�.:I.1,�'0 ,1I­1�,.II1 I...,N�­,1j .I L It,I.1.1 I1.I'L;I'1S,�,�.I Q--._1II­.I". .-.I:1.o.1I'.-r1 ..��:.:-1 I.�II.:.I I�.�.I.I I 11 I.I*,.I 1.1 II...1.I.-1I� I.-1�.I II',I:II,-II�...1�.I:I'I II.'I II...I.I"I.I­I..,4,.1III I�I.�I4I..I1I.I..I"o.I%II� 1.., 0.I,I.1..I....,_I;-"..,I_I:� I�I,I�I II1II1.I'I­-I I-I0II.`�5 1I I'lI1�11IW I­lI,.,I1-.��'�II..I.�,, _I I I�I �'..�II I�I.I�I,,,-.I I,�.�I.1",I..I1 I` II-I�Ii I I,III,II'IIIIIII�II IIIII7II II I IIII.II,7II.II.II III:III I7II III7,I..�.�I,.t"."7 -�1%, 1I,,, ii '­".,��-C-I"".:I-/, I. _0fF . ��I.I�II-.�I-I I­( ,71� . b Q-I....-...1 1­� 1�-.I..II- ! I 1II..­I �1 j 0 �.. .,, _, i � _. C,_7 rr�� �n e ® ; ? vJ _., { , # M COLD WEATHER STONE Q ®, I_ � . .r,# __-j INFILTRATION TRENCH y 3 �D - Y� e� O - , , 331,0 PROP YARD DRAIN M S e .. \ �;�, .�,�3,.� ,� OUTLET GRATE EL.337.5 PROP.4 _ 1933.5 I �3 HOUSE SEWER # T 1 C INV OUT 33 / �z.e u „ CONSTRUCT BERI I INV.OUT 3247 t ,.' , � TO ACHIEVE REQ'D DEPTH ,_.. ;,_ FOR AREA AND GEOMETRY ® .o o ROCK OUTLET 3 28 _. �, . �i ,._ �, s ., a d„, WIDTH PER PLAN WEIR, LOCATION & ,F � ® { .. : �� \ 2-3" MULCH EE PER PLAN I7 NATIVE PLANTINGS, ✓ ® _.; i f \ APPROXIMATE .O t # i p � r -' PROP. VEGETATED SEE LANDSCAPING PLAN EXISTING GRADE ,: 3 �� , I R .. . . \ a 334® £ # ,„ �. ' < _w.. DETENTION AREA P 4 PROP RAIN � � . >, ;; �__� _.,__ " -a . .. .. r-._` GARDEN v : . I DEPTH PER PLAN , '� A ,<• �R � �,... _. �':� - 4d�. w. PROP.1000 GAL -: _ t £ �s : . ., 2 #- , �� PROP.3Wx4Dx12L v x PRECAST CONCRETE 33 _ ' _w '� � - _.. , � , , _..; A �y _... .., , r t { , < , COLD WEATHER STONE -SEPTIC TANK �# ; .,.,_. . _�#..., , r ..J t . . 12 18- MIN. ORGANIC TOPSOIL _.._ . _; # # w- \ A t._...,. £ �' INFILTRATION TRENCH FOR BUNKHOUSE P_. I \. O ,,-,'; 1 . r \ \ . . �'\ .. �i _ _. s. . -� \ £_.. <� , tip �. A , { rs - / _. : A # __ - - PROP.1250 GAL PRECAST 334 _ V� . : �,,,, A � # \ z \ M 334.8 < \ SER -O: < CONCRETE PUMP STATION A . \ T \ W DUPEX PUMPS . : 61,1 334 .c \, A `. \ PROP.YARD DRAIN \ ' 24" MIN. SEPARATION PROP.(2)2 PVC SDR-26 �! \;`v ; y�,• �1 A ��: OUTLET,GRATE E!.338.5 1, ,����, TO SEASONAL GROUNDWATER FORCE MAIN(1 PER PUMP), -; ., A ,,, 6 PVC INV.OUT=337.5 \ PROP.4'W x 4`D x 10'L PROVIDE POSITIVE DRAWBACK A, i COLD WEATHER STONE ; ,`.. I. TO PUMP STATION �.J� � -\ z ,F M;� 33 CROP 6 PVC SDR-35 RAIN GARDEN DETAIL \ c,,.. INFILTRATION TRENCH i OUTLET PIPE V' ft �' �I � ' , :: d.. INV 1 337 5 \ I: . `: INV.2=335.5 v DETENTION AREA MAINTENANCE i� _ yv DETENTION AREA SHOULD BE TREATED AS A COMPONENT OF THE LANDSC P ,' .' V V A 1NG, , ' r, . A ROUTINE MAINTENANCE INCLUDES THE REPLACEMENT OF PLANTS, MULCHING AND IST, S ,c WEEDING TO MAINTAIN APPEARANCE. WEEDING IS IMPORTANT EP v : 'v - SO THAT WEEDS DO NOT T I v C /�d T O O N v B PRE D VENT NATIVE PLANTS FROM.c ESTABLISHING THEIR ROOT S E � YSTEMS. R E M ;: O{i .T1 ED A? i \ Tl_ I�Q- r• t I� 2 IF STORMWATER RECHAR GE ABILITY S L 1 OST BY SEDIM ENT AC CUMULATION OR WATER ` M , ,_� ,� ,- ,:- � � � .A � 11 PONDS FOR MORE THAN 8 H � �i >-':�.-��" �. . � I � \� � "�� � � � � � � PROP,6 PVC SDR-35 � `. � � : � 4 OURS, REMOVE ACCUMULATED SEDIMENT AND CLOGGED W \; . . PROP.(2)10 HDPE CULVERTS vN OUTLET PIPE BARK MULCH AND PLANTING SOILS AND REPLACE. �:' . ' ,<\ : - - "�' INV.1-336J5,INV.2-336.0 W /� .�i �., v v INV.2=336,5 --t _ _ - !, . , . W A ' A . INV.2=335.5 t , PROP. VEGETATE® � v � : v. ►� ,� .'_- . '1- PROP.14 W ASPHALT W , v. . v A :PROP.3 W x 1 D - - : ' PAVEMENT DRIVEWAY DETE119TION AREA I- v W rl � o P ' ' W STONE SPLASH PAD - y 12/o MAX.SLOPE Z °� AT EA V ELINES M , y 0 N . . E, �. -.,. -- PREVIOUS PROJECT APP �. , 7 F ALS �! FM_. . \ ROV Alt' FM �.. , M '' FM ---__ G ry SP 81-2019 AV 60-201 3 M i _ �` 9 : \\: : FM F , 37 N ® 3 TAX MAP#227.17-1-11 .. ,. M \ 336 r _ 9 \ M `?S ALTERATION OF THIS DOCUMENT 1 , F EXCEPT BY A LICENSED _ - ,T F r, PROFESSIONAL ENGINEER IS A VIOLATION OF y __ M S de \ Setb _ - .. �.� k F _ d - \ M 34 , 3 3 �� F 6 3 M ®1 .3 ®Safel _- r 9 3 ; M � � \ 2c .7 .. _ IH , _ ,. _ ;. ---._ _-=-- ----- Ord _.� , FM --=-' I Call Before You Dig �ft F 333 I Wait The Required Time M_ 3 =r.. ® ® _ __ - Sr \'` . • - - p Confirm Utility Response ' 334.8- - �, ® ® ® ® ®,.® isl ® ® , .. ;L - - I Respect The Marks LIIII IU ci A ®Dig With Care i' 33 .1 , _ 333.5- 800-962,7962 0 ISSUED FOR SITE PLAN REVIEW & AREA VARIANCE 1�15�2020 4 - .- ,'' www.digsafelynewyork.com SERM - _ 333 IEL. 334.8 0' P. L. S _ _ - -- - 334 N o. R e sons Date etback 3II II W) OUSE SITE �� DETAILED SITE PLAN - hi , ERM 3 .5 336 ' ; 336 PROP.4'W ROCK f .:? I prepared for: OUTLET WEIR EL.334.0 / �64 ° ll Meghan & Daniel Frazier PROP.(2)S"HDPE PROP,4'W x 4'D x 4O'L i cI-- ® Y Y PROP.ROCK OUTFALL I 4 h _____- 12 Shore Acres Road OUTLET CULVERTS COLD WEATHER STONE Town of Queensbury, Warren County, NY INV.1=333.5 INFILTRATION TRENCH GRAPHIC SCALE PROP.(2)10"HDPE CULVERTS PROP.ROCK OUTFALL PROP.4'W x 4'D x ZO'L PROP.VEGETATED INV.2=331.0 OVERALL SITE PLAN INi.l =334.25,INV.2=333.5 COLD WEATHER STONE DETENTION AREA Drawn: LWD Checked: GTH Scale: 1"=10' Date: 12/4/20 PROP.2'W x 1'D INFILTRATION TRENCH SCALE: 1"--10' 5 0 2.5 5 10 20 PROP.ASP,WING SWALE STOVE DIAPHRAGM 169 Haviland Road ALONG PAVEMENT ALTERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804 ( IN FEET ) 291433A-01-S3 BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fox �\Ck3l 1DOGy- Clear By G.5' ood Aajoiner'5 W Gov L Hou5e Corner Ln frame HOU5e Lo Mf OKI` 4"PVC Drain 20"Maple Clear by 7.7 C I R5 Pipe,Inv=32G.15 4"PVC Drain I m SEDIMENT 0) 0.3' North Pipe,Inv=330.75 (Center)0.50' North Of Line CONTROLFENCE Of Line 0 ............ 1pf J_ S70037'26"E 0 HOU5C Corner, N57034'02"E Clear Dy GA 411E 9.25' el� SF SF : �343� SF j . ..... 342 81± )o 3 Z:1. Mean High Water: 320.20' j13 5 % A,� S/W 342----j 343 (T70RGE PROP. REINFORCED SEDIMENT CONTROL —3-3 344 FENCE NEAR SHORE Lake Elevation 319.6' ax Ids S/W -M BEP. -s, -)V PROP. REINFORCED p SEDIMENT CONTROI 340 FENCE NEAR SHORE 10 0 FO rea 228'± Along Sho Tie Line 4 acresl N45027' 13"E "j, I ax Parm. 2Z7. 77-7-T7 qr p j-f­� 211-91 ' o A PROP.STABILIZED C\j CONSTRUCTZON ENTRANCE PROP. DOUBLE SEDIMENT IF EXISTING DRIVE IS UTZLIZED AS CONSTRUCTZON CONTROL FENCE NEAR SHORELINE ry� ENTRANCE _j X 0 k-IJ J, 129 e-4 Z r 0 LU ZLL Lhn, CQ 9* X_ PROP.SEDIMENT L 0) CON I ROL FENCE __NN1I TP-10 p_, _j CL .0 U, 328 TP_ % b �o rA A: Ln gE C) Lr) M M �-338 txa ,g % :7 Potable Water Line a X j 33 6'± PROP.STABILIZED CONSTRUCffON ENTRANCE Dock -iiiiii1in now, v/. yk�, EL.334.8 L1/2" IRIF 336— ERM 336. 336 6 cu N7200 36 N64037'ooi,W MMf) mmfj IPf OR INSTALL STORMWATER BASINS f) DURING F7NAL SITE GRADING (TYP.) EROSION & SEDIMENT CONTROL PLAN S.W.P.P.P REQUIREMENTS EROSION & SEDIMENT CONTROL NOTES SITE CONSTRUCTION SEOUENCING SCALE 1"-20' • THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN THE BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING 0 INSTALL SEDIMENT CONTROL FENCING ON LOW SIDE OF PROJECT AREA. GRAPHIC SCALE CER71FICATION IN THE SWPPP NARRATIVE REPORT AND BE FAMILIAR MTH ALL EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS 0 EXCAVATE FOR BUNKHOUSE FOUNDATION, ESTABLISH SUBGRADES AND 10 0 5 10 20 40 EROSION CONTROL IMPLEMENTATION SCHEDULE REQUIREMENTS OF THE SWPPP AND REQUIREMENTS OF THE NYSDEC INDIViDUAL SPDES SHOWN ON T14E PLAN. INSTALL HEAVY LAYER OF MULCH OR WOODCHIPS. -7 = _j PERMI T. AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, & CONSTRUCT BUNKHOUSE IN FEET ) • THE CONTRACTOR IS RESPONSIBLE TO COMPLY KITH THE TERMS OF THE NYSDEC SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE INDIVIDUAL SPDES PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY. SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY CONCURRENTLY FOR MAIN HOUSE CONSTRUCTION: A COPY OF THE INDIVIDUAL PERMIT IS ENCLOSED IN THE SWPPP INSPECTION BINDER. FAILURE SHALL BE IMMEDIATELY CORRECTED. & INSTALL STABILIZED CONSTRUCTION ENTRANCE ENTIRE PROJECT(REMOVE AFTER FINAL • A NOTICE OF INTENT (NOI) MUST BE SUBMITTED TO DEC PRIOR TO IN17IA77NG WORK. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7-DAYS OF 0 INSTALL DRIVEWAY SEDIMENT CONTROL FENCE PRIOR TO CLEARING AND SOIL SITE STABILIZATION AND VEGETATION • AN MS4 SWPPP ACCEPTANCE FORM AND COPY OF THE NOI MUST BE SUBMITTED TO THE COMPLE77ON OF WORK IN THE AREA. ONLY AREAS WHICH AREA ACTIVELY 0 EXCAVATE FOR HOUSE FOUNDA77ON AND ESTABLISH SUBGRADES AND STANDARD SPECIFICATIONS FOR MULCHING DISTURBANCE ESTABLISHMENT) TOWN OF QUEENSBURY MS4 ADMINISTRATOR FOR APPROVAL AND SIGNATURE, SO THAT THE UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 7-DAYS. ONCE INSTALL HEAVY LAYER OF MULCH OR WOODCHIPS. DEFINITION NOI CAN THEN BE SUBMITTED TO NYSDEC CENTRAL OMCE. CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE 0 CONSTRUCT FOUNDATION, HOUSE AND ATTACHED GARAGE, APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE MATERIALS, TO STABILIZED CONSTRUCTION DURING INITIAL SITE WORK ENTIRE PROJECT(REMOVE DURING FINAL COVER THE SOIL SURFACE. ENTRANCE MOBILIZATION DRIVE RECONSTRUMON) • THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS S2-S7 AND THE STORMWATER INSTALLED WITHIN 7-DAYS. & CONSTRUCT VEGETATED DETENTION AREAS AND INFILTRA77ON TRENCHES, PURPOSE MANAGEMENT REPORT. TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL TOPSOIL, SEED AND INSTALL EROSION CONTROL BLANKETS THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A SEEDING UN77L FINAL GRADING AND VEGETATION AFTER THE COMMENCEMENT OF CONSTRUCTION, THE OWNER OR OPERATOR SHALL FENCE ANDIOR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY 0 FINAL GRADE SITE, RECONSTRUCT DRIVE & INSTALL NEW SUBBASE. OR SHRUB PLANTING IS ESTABLISHING. MULCH WILL CONSERVE MOISTURE AND TEMPORARY SEEDING&MULCHING AFTER INI71AL SITE GRADING ESTABLISHMENT HAVE A QUALIFIED INSPECTOR MAKE A MINIMUM OF (1) INSPECTION EVERY (7) TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 0 INSTALL FINAL LANDSCAPING, TOPSOIL, SEED AND MULCH DISTURBED MODIFY THE SURFACE SOIL TEMPERATURE AND REDUCE FLUCTUATION OF BOTH. CALENDAR DAYS AND SHALL PREPARE A REPORT AS REQUIRED BY THE GENERAL 24-HOURS. YARD AREAS. MULCH WILL PREVENT SOIL SURFACE CRUSTING AND AID IN WEED CONTROL. STORMWATER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT MULCH IS ALSO USED ALONE FOR TEMPORARY STABILIZATION IN NON-GROKING PERMI T. W17HIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO 0 INSTALL ASPHALT PAVEMENT ON DRIVEWAY MONTHS. WHEN SOIL DISTURBANCE ACTIV177ES HAVE BEEN TEMPORARILY SUSPENDED AND ALL LAND AREA, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN CONDITIONS WHERE PRACTICE APPLIES SEEDING&OTHER VEGETATION DISTURBED AREAS HAVE BEEN STABILIZED, SITE INSPECTIONS SHALL BE PERFORMED MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF VEGETATION -SOIL RESTORATION NARRATIVE .ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB PLANTINGS. STABIL12ATION AFTER FINAL SITE GRADING PERMANENT MONTHLY. THE MS4 ADMINISTRATOR SHALL BE NOTIFIED IN WRITING THAT THE FREQUENCY FOR MORE THAN 24-HOURS WITHOUT A PROTECTIVE COVERING SECURELY SOIL RESTORATION IS A REQUIRED PRACTICE OVER PORTIONS OF THE SITE MULCH IS USEFUL ON SOILS KITH LOW INFILTRATION RATES BY RETARDING RUNOFF. OF SITE INSPECTIONS WILL BE REDUCED DUE TO CONSTRUCTION ACTIVITIES BEING PLACED OVER THE ENTIRE AREA ANDIOR EROSION CONTROL MEASURES WHERE THE NATIVE SOILS HAVE BEEN COMPACTED THROUGH EARTHWORK CRITERIA SUSPENDED. PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE CONSTRUCTION AND WILL BE REVEGETATED IN ORDER TO RECOVER THE SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF HAVE BEEN SHUT DOWN WITH PAR71AL PROJECT WATERBODY ACCEPTABLE PROTEC77VE COVERINGS INCLUDE. NATURAL MULCH ORIGINAL PROPERTIES AND POROSITY OF THE NATIVE SOILS. SYSTEMS. • IF SOIL DISTURBANCE AC77VITIES NECESSARY EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND DRAINAGE PREVIOUS PROJECT APPROVALS COMPLETION, INSPECTIONS MAY BE CEASED IF ALL DISTURBED AREAS HAVE BEEN OF A DEPTH OF 2-INCHES, ROCK RIPRAP, NON-DEGRADEABLE MATERIALS FOR YARD AREAS, AERATE SOILS MTH SOIL AERATOR MECHANICAL SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH SP 81-2019, AV 60-2019 STABILIZED AND ALL STORMWATER MANAGEMENT PRACTICES HAVE BEEN INSTALLED WTHIN SUCH AS PLASTIC OR CANVAS COVERINGS AND IMPERVIOUS STRUCTURES. IMPLEMENT DURING FINAL GRADING, APPLY 6-INCHES OF TOPSOIL, SEED PRODUCTS. THE POR71ON OF THE PROJECT WHICH HAS BEEN COMPLETED. THE MS4 ADMINISTRATOR FOR GROUND CLEARING AC71VITIES OCCURRING BETWEEN OCTOBER 15 & APRIL AND INSTALL EROSION CONTROL BLANKETS. REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS OF TAXMAP#227. 17-1-11 SHALL BE N071FIED IN WRITING THAT THE CONSTRUCTION ACTIVITIES AND INSPECTIONS ARE 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS THE ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. BEING SUSPENDED. MAINTENANCE APPLICATION RATES. ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED SHALL BE COVERED KITH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER MULCH - 2 TONIACRE (2 BALES / 1000 SF±) PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. • THE CON7RACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE LOG OF MULCH. & ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED BOOK, MAINTAINED ON SITE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST WITHIN 24-HOURS OF A STORM EVENT AND REPAIRED ANDIOR MODIFIED D! FPO" Saf ely. o ANY AREA OF REVEGETA77ON MUST EXHIBIT A SURVVAL OF A MINIMUM OF AS REQUIRED TO BE IN GOOD WORKABLE CONDIPON. SPECIFICATIONS FOR VEGETATED SWALES 9 • AT COMPLE77ON OF CONSTRUCTION, THE CONTRACTOR AND ENGINEER SHALL PERFORM A 807. OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWWG REVEGETA-RON. NewFffork FINAL INSPECTION TO CERTIFY THAT THE S17E HAS UNDERGONE FINAL STABILIZATION AND REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. 0 THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DEFINI TION R Call Before You Dig DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE A VEGETATED SWALE IS A MAINTAINED, TURF-LINED SWALE, DESIGNED TO CONVEY EM Wait The Required Time THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. * THE CONTRACTOR SHALL COMPLY KITH THE NEW YORK STATE STANDARDS AND 11 Confirm Utility Response UPON CER77FICATION OF COMPLETION, A N077CE OF TERMINA77ON (NOT) SHALL BE FILED SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK). OF LEGALLY. STORMWATER AT A LOW VELOCITY, PROM077NG NATURAL TREATMENT AND INFILTRATION. 0 M Respect The Marks - MTH NYSDEC CENTRAL OFFICE. 0 ANY STOCKPILES OF FILL, TOPSOIL OR EXCAVATED MATERIAL SHALL BE VEGETATION REQUIREMENTS EM Dig With Care 0 ISSUED FOR SITE PLAN REVIEW & AREA VARIANCE COVERED OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT AMEND SOIL AS NEEDED W`7H FERTILIZER AND LIME 800-962-7962 — 1/15/2020 • THE MS4 ACCEPTANCE STATEMENT ON THE NOT MUST BE SIGNED BY THE MS4 EROSION. PROWDE 4-INCHES OF TOPSOIL www.digsafelynewyork.com No. Revisions ADMINISTRATOR SO THAT THE NOT CAN THEN BE SUBMITTED TO NYSDEC CENTRAL OFFICE. REMOVE ALL STONES AND DEBRIS I Date SITE STABIL12ATION VEGETATION SEEDING SCHEDULE APPLY SEED MIX AT 75 LBSIACRE EROSION & SEDIMENT CONTROL PLAN MAINTENANCE REQUIREMENTS • THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE e FERTILIZE AND LIME AS NEEDED TO MAINTAIN DENSE VEGETARON. prepared for. IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ARE4 OF SEEDING RECOMMENDED APPLICATION * MOW AS REQUIRED TO MAINTAIN GRASS HEIGHTS OF 4-6 INCHES. CEASED, BUT IN NO CASE MORE THAN 7-DAYS. SPECIESIMIX RA TE a REMOVE SEDIMENT AND DEBRIS BUILD-UP ANNUALLY. Meghan & Daniel Frazier • STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACKIFIER ON SLOPES KENTUCKY BLUEGRASS,, e INSPECT FOR POOLS OF STANDING WATER, REGRADE AND REVEGETATE AS NEEDED. 12 Shore Acres Road OVER DETENTION AREA& CREEPING RED FESCUE, 75 LBSIACRE e REPAIR EROSION IN CHANNEL BOTTOM AS NEEDED; RE-TOPSOIL, SEED AND INSTALL Town of Queensbury, Warren County, NY 1:5 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW MULCH LAWN ARE4S TOTAL EROSION CONTROL BLANKETS. WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL EROSION CONTROL BLANKETS OR PERENNIAL RYEGRASS @ USE OF HEAVY EQUIPMENT FOR MOMNG AND REMOVING DEBRIS TO MINIMIZE SOIL Drawn: LWD Checked: GTH I—Scale: 1"=20'— 1 Date: 12/4/20 WOOD CHIPS IN ACCORDANCE WITH THE DETAILED EROSION CONTROL PLANS AND IN TEMPORARY SEEDING ANNUAL&PERENNIAL 75 LBSIACRE COMPACTION. ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. FOR EROSION 169 Haviland Road CONTROL RYEGRASS MIX TOTAL ALTERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804 BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone 2 91 438A-0 1-%5F 41 IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fox ■ .-. — .... � ® — mee ® ® ® s �® ® � a ® a ® ® ® ® ..... .. . _. , ,, � ® ® ® 68 367I-.__ .-_-_ -...._ _. . . 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PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Meghan & Daniel Frazier 1 4 APPROVAL DRAWINGS 3/6/2020 12 Shore Acres Road 3 ENGINEERING COMMENTS 2/26/2020 Town Of Queensbury, Warren County, NY 2 ENGINEERING COMMENTS 2/10/2020 Drawn: LWD Checked: GTH Scale: 1/4"=1' Date: 9/4/19 1 .ENGINEERING COMMENTS & RESUBMISSION TO PLANNING BOARD 1/15/2020 169 Haviland Road 0 ISSUED FOR SITE PLAN REVIEW & AREA VARIANCE 11/15/2019 Queensbury, NY 12804 Z9.�438(518) 745—0307 Ph on e N o. Revisions Date Hutchins Engineering PLLC 518) 745-0308 Fax