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Cerrone SUB (F) 18-2022 Final Approved PlansZONING BOARD APPROVAL RESOLUTIONS Zoning Board of Appeals —Record of Resolution Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 Taira r>fQucpt, ury Area Variance Resolution To: Approve Applicant Name: Cerrone Land Holdings File Number: AV 5-2022 Location: Sherman Avenue Tax Map Number: 301.18-2-1 ZBA Meeting Date: April 20, 2022 The Zoning Board of Appeals of the Town of Queensbury has received an application from Cerrone Land Holdings. Applicant proposes a 45 residential subdivision of a 49.5 acre parcel. The lots range in size from 0.47 ac. to 1.57 acres. The project includes a homeowners association property. There are to be two access points to Sherman Avenue. The sites would have on -site septic and be connected to municipal water supply. Project includes a 20 ft. no cut buffer on the north property lines. Planning Board review for a subdivision. Relief requested for lot size and setbacks. Relief Required: The applicant requests relief for lot size and setbacks for a proposed subdivision in the Moderate Density Residential zone. MDR. Parcel is 49.5 acres. Section 179-3-040 Dimensional The applicant proposes 45 residential lots ranging in size from 0.47 ac to 1.57 ac where a two acre lot minimum is required where lots do not have access to both sewer and water. The project has access to municipal water but will have on -site septic systems. In addition, relief is requested for the setbacks for Moderate Density Zone - Rear setback required is 30 ft. proposed is 20 ft., Side setback required is 25 ft. and 15 ft. is proposed, the front setback of 30 ft. is not proposed to change. SEQR Type I Coordinated; A public hearing was advertised and held on January 26, 2022, February 23, 2022, March 16, 2022, & April 20, 2022. Upon review of the application materials, information supplied during the public hearing, and upon consideration of the criteria specified in Section 179-14-080(A) of the Queensbury Town Code and Chapter 267 of NYS Town Law and after discussion and deliberation, we find as follows: I. There is not an undesirable change in the character of the neighborhood nor a detriment to nearby properties. We did talk about the buffer zone being part of this project. 2. Feasible alternatives have been considered. 3. The requested variance, while it could be considered substantial, I believe due to the discussions and the deliberations we've had here, that it is not because of the discussions we've had here relative to lot sizes in the area, and contiguous streets and properties. Town of Queensbury Community Development Office 742 Ba y Road ueen sbu Y NY 12804 Queensbury, ry CERRONE LAND HOLDINGS, LLC 4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district 5. The alleged difficulty, while it could be suggested that it is self-created, I believe, again, due to the discussions we've had here today that it is not. 6. In addition, the Board finds that the benefit to the applicant from granting the requested variance would outweigh (approval) the resulting detriment to the health, safety and welfare of the neighborhood or community; 7. The Board also finds that the variance request under consideration is the minimum necessary; 8. The Board also proposes the following conditions: a) Adherence to the items outlined in the follow-up letter sent with this resolution. BASED ON THE ABOVE FINDINGS I MAKE A MOTION TO APPROVE AREA VARIANCE NO. 5- 2022, Introduced by Brent McDevitt, who moved for its adoption, seconded by Ronald Kuhl: Duty adopted this 20th Day of April 2022 by the following vote: AYES: Mr. Stark, Mr. Urrico, Mr. Kuhl, Mr. McDevitt NOES: Mrs. Hamlin, Mr. Underwood, Mr, McCabe ABSENT: Mr. Henkel SUBDIVISION FINAL STAGE APPROVAL Town of Queensbury Planning Board RESOLUTION —APPROVE SUBDIVISION FINAL STAGE 18-2022 CERRONE LAND HOLDINGS Tax Map ID: 301.18-2-1 / Property address: Upper Sherman Avenue /Zoning: MDR A subdivision application has been made to the Queensbury Planning Board for the following: Applicant proposes a subdivision with 45 residential lots and 3 HOA lots on a 49.5 acre parcel for final stage. The residential lots range in size from 0.47 acre to 1.57 acres. The project includes a homeowner's association property of 12.2 acres, 1.7 acres and 1.54 acres. There will be two access points to Sherman Avenue. The lots would have onsite septic and be connected to municipal water supply. The project also includes a 20 ft no cut buffer on the North Property line. The parcels will have a rear setback of 20 ft, side setbacks of 15 ft and front setback of 30 ft. Variances have been granted for lot size and setbacks. The project site was once used as the leaf dump area for the City of Glens Falls. Pursuant to Chapter 183, subdivision final stage shall be subject to Planning Board review and approval. Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter A- 183, the Planning Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; This application is supported with all documentation, public comment, and application material in the file of record; MOTION TO APPROVE SUBDIVISION FINAL STAGE 18-2022 CERRONE LAND HOLDINGS Introduced by Michael Dixon who moved for its adoption. The requirements of the State Environmental Quality Review Act have been considered and the Planning Board has adopted a SEQRA Ne alive Declaration; and if the application is a modification, the requirements of the State Environmental Quality Review Act have been considered, and the proposed modification[s] do not result in any new or significantly different environmental impacts, and, therefore, no further SEQRA review is necessary; 2. Waiver requests ranted: 3. The approval is valid for one (1) year from the date of approval. Applicant is responsible for requesting an extension of approval before the one (1) year time frame has expired if you have not yet applied for a building permit of commenced significant site work. 4. The limits of clearing will constitute a no -cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff 5. Engineering sign -off required prior to signature of Planning Board Chairman. 6. The applicant must submit a copy of the following to the Town: a) The project NOI (Notice of Intent) for coverage under the current NYSDEC SPDES General Permit or for coverage under an individual SPDES prior to the start of any site work. b) The project NOT (Notice of Termination) upon completion of the project; and Page t of2 Phone: K18.761.8220 I Fax: Sa8.74S.44171742 8av Road, Queensbury, NY 128041 www.queensbury.net 7. The applicant must maintain on their project site, for review by staff: a) The approved final that have been stamped by the Town Zoning Administrator. These plans must include the project SWPPP (Storm Water Pollution Prevention Plan) when such a plan was prepared and approved; and b) The project NOI and proof of coverage under the current NYSDEC SPDES General Permit, or an individual SPDES permit issued for the project. 8. Final approved plans, in compliance with the Subdivision, must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building and Codes personnel. 9. The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work. 10. Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution; 11. As -built plans to certify that the subdivision is developed according to the approved plans to be provided ro for to issuance of the certificate of occupancy; 12. Resolutions must be included on Final Subdivision Mylar; 13. The HOA parcels identified as areas 1, 2 and 3, will be combined and shown on the subdivision plans. Motion seconded by Warren Longacker. Duly adopted this 13' day of December 2022 by the following vote: AYES: Mr. Dixon, Mr. Longacker, Mr. Stark, Mr. Magowan, Mr. Etu, Mr. Deeb, Mr. Traver NOES: NONE Page 2 of 2 Phone: S38.761.8220 I Fax: s18.741;.4417174213av Road, Queensbury, NY 128041 www.queensbury.net SHERMAN AVENUE SUBD, I VISION UPPER SHERMAN AVENUE TOWN OF QUEENSBURY WARREN COUNTY NEW YORK STATE TAX MAP # 301.18m2ml SUBDIVISION SUBMISSION: DECEMBER 15, 2021 REVISED JULY 13, 2022 11111 1� �� .► dWA bf► the Pyres �MtM «MN►'�,� B Nil REVISED NOVEMBER 141 2022 NYS DOH FINAL - APRIL 24, 2CI23 SUBDIVISION PRELIMINARY STAGE APPROVAL Town ol`QueensWi7v Community Development Otllce 742 Bay Roast, Queenshuryv, NA 12804 Town of Queensbury Planning Board RESOLUTION —Approve Subdivision Preliminary Stage 2-2022 CERRONE BUILDERS, INC. Subdivision Tax Map ID: 301.18-2-1 / Property Address: Upper Sherman Avenue ;' Zoning: MDR A subdivision application has been made to the Queensbury Planning Board for the following: Applicant proposes a 45 lot subdivision of a 49.5 acre parcel The lots range in size from 0.47 acre to 1.57 acres. The project inc ludes a ho maow ner's association property. 'There is to be two access points to Sherman .�venu i The sites S would w t ld have o - n Slte Set ' septic and " ,1 b� connected tomunicipal P water s .0 lv. The project o ct includes t�ludes a 2 PP _ 0 P 1 ft no cut buffer on the North property lines. The project site was at one time the leaf dump area for the City of Glens Falls. Pursuant to Chapter 183, review for a subdivision shall be subject to Planning Board review and approval. Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter A- 183, the planning Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; The requirements of the State Environmental Quality Review Act have been considered and the Planning Board has adopted a SEQRA Negative Declaration A public hearing was scheduled and held on 9/2T2022; This application is supported with all documentation, public comment, and application material in the file of record; MOTION TO APPROVE SUBDIVISION PRELIMINARY STAGE 2-2022 CERRONE BUILDERS INC, Introduced by Michael Dixon who moved for its adoption. Motion seconded by Warren Longacker. Duly adopted this 27" day of September 2022 by the following vote: AYES: Mr. Deeb, Mr. Dixon, Mr. Longacker, Mr. Magowan, Mr. Elu, Mr. Traver NOES: NONE ABSENT: Mr. Stark F'hc�c' slri rs182201 Fax 5;8.7d5_443- 174' iiv lzmd, Queensbury, N I_�L9 tv :vwquee+ts6urq net -ATE OF NEW YORK j )UNTY OF WARREN ssl I. Alftc! 6Swxa.'c\Treasurer of the Count Warren. ate of New York, DO HEREBY CERTIFY +hat, accordin to th records My office, the taxes on the property shown t m h re been Id for the years leevied to 20�:Jto 20:, warren County reasurer DRAWING LIST: SURVEYS Si— SUBDIVISION PLAT ENGINEERING PLANS S2 — S3 — S4 — S5 — S6 — S7 — S8— S9— S10 S11 S12— S13— S14— NEW YORK STATE DEPARTMEN r " l'HE;ML T}l Glens Falls. New York Date This is to _,edits, that the Proposes r ana� a sewage disposal for this RAN uh(ylt LAYOUT PLAN apon file in the office of Ih� ,tart. La r,, hr J r whicr. proved. Consent s norPhy �WP tc U in, Prk .r :ordace this endorsement appears in the )ffl( p tiealtYi aw and GRADING PLAN l Conservation yawPE a UTILITY PLAN SEPTIC DETAILS STORMWATER POLLUTION PREVENTION PLAN ROAD PROFILES ROAD & UTILITY DETAILS SW GRADING PLAN NW GRADING PLAN NE GRADING PLAN SE GRADING PLAN EROSION & SEDIMENT CONTROL PLAN ES&C PARK AREA & POCKET PARK PLAN OWNER & APPLICANT: CERRONE LAND HOLDINGS, LLC 589 SARATOGA ROAD ,FORT EDWARD, NY 12828 SUBDIVISION DENSITY CALCULATIONS QUEENSBURY ZONING MDR (2-ACRE W/ON-SITE WASTEWATER) TOTAL AREA 49.5 - ACRES RIGHT OF WAY AREA 3.96 - ACRES USABLE DENSITY ACREAGE 45.54 - ACRES TOTAL NUMBER OF ALLOWABLE LOTS 22 - LOTS TOTAL PROPOSED NUMBER OF LOTS 45 - LOTS PROPOSED LOT SIZES 0.47 - 1,57 - ACRES ZONING SUMMARY ZONE - MDR (MODERATE DENSITY RESIDENTIAL) MINIMUM LOT SIZE - 2-ACRE PER DWELLING FRONT SETBACK - 30' SIDE SETBACKS - 25' REAR SETBACK - 30' SHORELINE/STREAM/WETLAND SETBACK - 75, AVERAGE LOT WIDTH - 100' ROAD FRONTAGE - 100' MAXIMUM BUILDING HEIGHT - 40` MINIMUM PERCENT PERMEABLE - 50% AREA VARIANCES APPROVED ON 4-20-2022 § 179-4-010 MDR: MINIMUM LOT SIZE: 2 ACRES REQUIRED PROPOSED: LOT SIZES 0, 47 - 1.57 - RELIEF REQUESTED FOR LOTS LESS THAN 2 ACRES a § 179-4-010 MINIMUM REAR SETBACKS: CD o ro W — MINIMUM REAR SETBACK: 30 FT REQUIRED O PROPOSED: 20 FT V 10 FT OF RELIEF REQUESTED FROM REAR SETBACKS n n m ^' § 179-4-010 MINIMUM SIDE SETBACKS: MINIMUM SIDE SETBACK: 25 FT REQUIRED PROPOSED: 15 FT m , o o > `�' tCt 10 FT OF RELIEF REQUESTED FROM SIDE SETBACKS N N N N N N W W o wo rn o 0 coo 00 NYSDOH CONDITIONS OF APPROVAL A. THAT THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR TREATMENT SHALL BE INSTALLED IN CONFORMITY WITH SAID PLANS. B. THAT NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISION BEING SUBMITTED TO AND APPROVED BY THE NEW YORK STATE DEPARTMENT OF HEALTH (NYSDOH). C. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH WATER SUPPLY AND/OR SEWAGE TREATMENT FACILITIES WERE INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS AND AN ACCURATE AS —BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIES, D. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE WAS NO WATER SUPPLY ANDIOR SEWAGE TREATMENT FACILITIES INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS AND SHALL NOTIFY THE PURCHASER OF THE NECESSITY OF INSTALLING SUCH FACILITIES IN ACCORDANCE WITH THE APPROVED PLANS. E. THAT THE SANITARY FACILITIES ON THESE LOTS SHALL BE INSPECTED FOR COMPLIANCE WITH THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A P.E„ R.A., OR EXEMPT L.L.S. AND WRITTEN CERTIFICATION TO THAT EFFECT SHALL BE SUBM ITTED TO THE NYSDOH AND THE TOWN OF QUEENSBURY BUILDING CODE ENFORCEMENT OFFICER WITHIN 30—DA YS AND PRIOR TO OCCUPANCY, F. THAT INDIVIDUAL WELLS AND SEWAGE TREATMENT SYSTEMS SHALL NO LONGER BE CONSTRUCTED OR USED FOR HOUSEHOLD DOMESTIC PURPOSES WHEN PUBLIC FACILITIES BECOME AVAILABLE. CONNECTION TO THE PUBLIC SEWERAGE SYSTEM IS REQUIRED WITHIN ONE YEAR OF THE SYSTEM(S) BECOMING AVAILA LE. G. THAT PLAN APPROVAL IS LIMITED TO 5—YEARS AND SHALL EXPIRE ON TIME EXTENSION S FOR PLAN APPROVAL MAY BE GRANTED BY THE NYSDOH BASED UPON DEVELOPMENT FACTS AND THE REALTY SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME. A NEW PLAN SUBMISSION MAY BE REQUIRED TO OBTAIN A TIME EXTENSION. H. THAT THE APPROVED PLANS MUST BE FILED WITH THE WARREN COUNTY CLERK PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 62—DAYS OF THE DATE OF PLAN APPROVAL. !. THAT ALL LOCAL AND STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH. C •r'i1, C114.� {\A li 1 id/,Cll1 V,i L11g pSafely. New York 11 Call Before You Dig I] Wait The Required Time 0 Confirm Utility Response El Respect The Marks El Dig With Care 800-962.7962 www.digsafelynewyork.com - D S -T, e"v e s La rid SiA r -vey®rs 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Lie. No. 50135 t ;vle I =Abhh, Hutchins Engineering PLLC G. Thomcs Hutchins, P.E. 169 HAVILAND ROAD QUEENSBURY, NEW YORK Phone: 518 745-0307 Fax: 518 745-0308 thutchins@hutchinsengineering.com © 2000 nl 1 \ Lands N/F of Lands NIF of \ T) ' Kragen S. & Nicole R. Richard & Nancy McEch"roll Orleman \ \ Wilson Lands NIF of 8:1202 Lands NIF of B:5281 P:83 \ 301I4-I-7 Gary & Deborah Bennett .\ Eric & Lisa 301.14-1-10 B:726 P:309 Piesnikowski ' Lands NIF o 301 . 14-1 -1 � '�� B:1458 P:212 Michael Davis Lands NIF of Lands NIF of 301.14-2-23 Lands NIF of Lisa Smith S3 Frank R. & Carol A. Crowley Robert & Daneen B:4427 P:167 \ham\ Dale M. Tracy Scotto-Lavino B:930 P:86 301.14-1-6 8:1494 P:182 Lands NIF of �. 301.14-2-G \ 6:1316 P:61 301.14-I-9 82°2 38 8„ E I Lands NIF of Lands NIF of John & Tina Bureau \ 301 . 14-2-10 N if NIF of Peter &Jac Jacqueline Keith &Connie 8:1264 P:69 82°28 38' E fi4� v� Lands Madia q 301.14-2-9 N 18_31_- o & plane Bolton Ferraro 2°�5,38" E 1RF SN o Frank 705 P• •15 jB: 1243 P: 51 B: 1264 P: 76 \ 1 , E N 80° 51 ' 31 ° 219 16� % ca B 01 . 1 8-2.1 3 i 301 . 14-2-7 301 . 14-2-8 N 80'51 ' 31 " E = 31, N 80o" ' g5 1� g7, 28 / ItD N ) 20.06''' 31 E N g0°51' E 110.03 �I 60 brad !A IWF N g0°51 --i-- � _,��.. 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Feet .4 S Fe t ( S IV01, / 225�00 -+ 2" Iw w Lands rell q• 7 N 18°10'00" W cn Bur \ �, \ 0. 72 Acres `� , 0.64 Acres/ �O `e w - w Adam • 163 Y o ti� 0 ` �j Total Parcel Area 97.35' 33 w z2 B;4795 P' G P 5 �, / �20360.8 Sq. Fee Q, 301. Z „ �, s / IV \ 2154714. 2 Sq. Feet rn 18-2 o ,% �,�� 1 hti 49.5 Acres 26307,5 Sq. Feet a, N 28829.4 Sq. Fee o / O° J/ 44 0.60 Acres 0 V 0.47 Acres �y rnI 0.6E Acres \ °o \ =ay ° �° % VD /> ry 31979.7 Sq. Feete # ® o f 9 / /cL�h `� 0. 73 Acres N 07°44 ° 15" W L- N 85° 10' 19" E o 1 43 07 E PPF o Lands NIF Of ate Lands NIF i ��. o° / / 1o7.3s' 226.78' _ _ O N EO°167.05' &Toni McQu Tol Ball I ew /ao -- Edward p• Matthew 261 /3a 11 f'a °°. S2',�' t�2 4" g p� 32 o o w g:968 8. 203 g;1469 P:2G y� 02. \ .,� R2 c ti° HOA AREA #1 N 2°16'59° E o rn //`, h 22264.5 S Feet r� 23 301.17 2 \ 930 5®•OOR350 l \ �O�% 529978.6 Sq. Feet 74.48 0.51 Ages ^ o o ^ 24363.1 Sq. Feet _ / 4 O.00 , 00, 1�0 12.2 Acres � (0 u� o 0.56 Acres F = _ 34695.9 Sq. Feet `91 48 , Res° �s w S 3.21 'o4' EE -- � e - �N Lands NIF Of law \ 0.80 Acres k, \ ® 2_8_57 L-_ & Leah Holsc °F TOTAL HOA AREA N �,� --- C 0 0o N s 82 59,3 o Richard 8:5045 p:2�65 NIF Of \ ;14 o/ / 9� 671, 428. 8 Sq. Feet 22so5, s3s Feet o w 1ss•39, E w 301 . I g-2- Lands ��\ ,� o /� o c i Linda Ball & Fes° �� /�.ryaa• 3 /� ° 15.4 Acres o °j� 0.53 Acres f v o y f W \ `� _ 1 Tr°mb25 Y°9 �� \ �`� / 3os8s. s sq. Feet ,�° \ s� ® 9 �a 7g °4 ` Ov 4 v f 24 rn Gary P• 4 ro �, w ® 24352.7 Sq. Feet $ 86.8 Acres I� B:50217-2-27 z V f t 30 I . • ! o cO 0 w ti `V°ti� 2 0 0 Dp� 0.5E Acres CO y rn �F \ 28654.2 Sq. Feet ®- W o� 24750.0 S Feet - S °41 1g� ne all 4i o / Lands NIF Of 0.66 Acres - ^ ^ q• ° = I� 2pg E I 30 4 55` <r ,, w Lee & Molly Baker 39,. 0.57 Acres o +� � 01 2 Ra /\ N 76° p0, / CO S 25 o c^', B:5907 P: 190 Lands NIF Of s� g1 o3"p0 .� i 2� ti n 78°4r 19 E 22991.5 S . Feet 301 .18 2 3 e g 2 / I 22 4 ° rn 4- Annabel �, �s�' N W o = °p` CO 0.53 Acres o He HOA AREA #2 a, / o o �-` 'o ° _ to B:1235 P' 86 74249.9 Sq. Feet ' z 1 `o o a 6 45 o r �' 24750.029 44 Feet 8�4 79- - y 3o I .17-2-2 j rn 9v o 31979. 7 Sq. Feet c, ^ q• ,E 1.70 Acres ° -4 28273.7 Sq. Feet Q, o o w o ^ �2Os•0 $ w 0.65 Acres - o 0.73 Acres 0.57 Acres ' ° a _ �� IRF F8.18' 93.82, � 1 o o o rn '� ° �, ° U.P. NM I I I M P8fi =n 7 j 2s W S 80 _` i. ^ 8" Pine painted N 89°42'16 200-00 - _� _ l� 22 1s E ^ 22991.5 Sq. Feet o g N 78°41' 225.00' ^ _� 00, 0.53 Acres ¢ U.P. F H _-- u P 365 23 , �� 9 „ W N 84 ° W O ` '0 2" Fine painted 59'25" N 11°18'41" E 0 S 11°18'41" IN o o� 28 13.20' 0 a 00 11.89' '� '� q. l� 20 41 1g E 14" Pme %.P• 25 GO +. ^ 24750.0 $ Feet O 1 _ 9• 01, painted ;39 0.57 Acres ' o _ (� o I 141. 22 , ,CA Sign "Curve Ahead" � _® 27 NOTES: 1.) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. 2.) THE FIELD SURVEY WAS CONDUCTED DURING WINTER WEATHER CONDITIONS WITH SIGNIFICANT SNOW AND ICE COVER. 3.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD. 4.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 5.) THIS MAP IS COPYRIGHT © 2021 VAN DUSEN * STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. G.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. 7.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE TOWN OF QUEENSBUKY AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS, 6.) EDGE OF WOODS LOCATION WAS TRACED FROM ORTHOIMAGERY. 9.) HOA LAND TO BE OWNED * MAINTAINED BY THE HOA DEED * COVENANTS. 10.) HOA LAND TO BE MERGED AS ONE (1) SINGLE TAX PARCEL. s � 462- 6' FH .W V WV Glo 7 VZB,+ 5 _=No N N O ^` z Q ' C.) `V n•d 22991.5 Sq. Feet p w -° I, Lands NIF of .Posts N 78°4119" W 3 0.53 Acres �o N o, Ruth Colchester O" Pine w/Wire ^, w B: 5083 P: 237 ^ II psl�n No r 20g 01, �� ^ cn 301 . 18-2-2 D e$F'ass,n9/Dumping,: ^ sj. /I/ 7.9 41 , 19 " CO W 11 ()0HOA AREA #3 10, Pine panted y 2y0 92 6„ 67200.3 Sq. Feet Sign "Left IntN 7 3." � D P NM I L �3 D P 51, 79 , 1.54 Acres 10" Pine painted NGI 1 M 77®� 6" W 216-24' r N 79 o U P Nyj103 G" Pine painted fi06, W Post Box D.P. NM102 N1T79_5 0 2 0 z a CIRF Map References Map of Section #3 of Land O'Pines Subdivision Dated: December 08, 1970 By: Coulter & McCormack The Grove 20 Lot Subdivision Dated: November 06, 2000 Last Revised: March 03, 2001 By: Van Dusen & Steves Land Surveyors Map of a Survey of lands North of Sherman Avenue owned by Sarah Bailey & Mary Jennejahn Dated: October 06, 1972 Last Revised: December 18, 1972 By: John B. Van Dusen w J ctCI- O O _ > z � ctCl- Q m m o`er }- 2 O (n � z W Cn Q o Q Q z w o Z_ O Q Lli cj:� CL CN Map of a Subdivision of lands of Sarah Bailey & Mary Jennejahn F� Dated: September 05, 1973 04 Last Revised: March 14, 1974 0 By: John B. Van Dusen Map of a Survey made for N Z Sarah L. McEchron Dated: June 04, 2000 w +' By: Van Dusen & Steves Land Surveyors C U O Deed Reference 1-rl a � i� Ruth Colchester ;> To r/] Anette R. Bramer and 0 Christine A. Schierloh 0 Dated: December 02, 2014 4-4 Q Recorded on: December 11, 2014 9 B:5083 P:237 `� v cr 0 O ^^ F ^� W 2023576301 -D-5� nc� ) 5- Pamela J. Vogel, Warren Co Clerk Instr # 2023-3000028 05/17/2023 10:46:08 AM 1 Pages MAP FILED NEW YORK STATE DEPARTMENT OF HEALTI-' Glens Falls District Office Refer to first sheet for approved date and signat - Legend IRF = Iron Rod Found CIRF = Capped Iron Rod Found IPF = Iron Pipe Found PPF = Pinched Pipe Found '-O- U•P. = Utility Pole = Overhead Utility Wire SHEET 1 OF 14 CERRONE BDI�oER.s. LNG. D-2626 nW(,_N(i C.-i!l: _FC'.i InnAry �wooaoo=�FaUooa H Q w a w o 3 p o o� M0_ �N win boa 0.4 Uj O 3� 1)> CO iJ1 � � Fr 0 Cf) O 0 03 I W Date: February 19, 2021 Scale 1'-100' N 00 0 ds NIF of Lan David & Stephanie Mahoney g;g60 p-20 30I .I3 2 51 Lands NIF Of Andrew S. & Carolyn Martin g;5556 p:274 301.17-2-22 Lands NIF of Frank R. & Carol A. Crowley B:1494 P:182 301 . 1 4-2-G Lands NIF of Peter & Jacqueline Bolton B:1243 P:51 301 . 14-2-7 8 35421.5 Sq. Feet 0.81 Acres t 7 40136.7 Sq. Feet Lands NIF 0.92 Acres Elisha & KrHamiltoP g;106 230 I Lands NIF of Fiore Family d� ! irrevocable rr.l s I 6 l/ / 0g:5385P;155 28685.7 Sq. 24 Feet307 0.6E Acres I sz P F Lands NIF ODaVis Dennis & Lisa ° 301 . 17-2-25 f ��4DT531� 689.00 9 21695.5 Sq. F 0.50 Acres \ Robert & Daneen Scotto-Lavino Lands NIF of B:1316 P:61 \ Lands NIF of John & Tina Bureau \ 301.14-2-10 Keith & Connie 8:7264 P:69 \ 30 I . 14-2-9 Ferraro \ B:1264 P:76 30 I . 1 4-2-8 \ DIFFER 50(2. 0o t RF PPF - 20 1 _-N0� C T� i 1 16 14 5 35725,4 12 13 Sq. Peet 10 11 8887,E 0.82 Acres 24508.9 286254-11 q, Feet 20425,E S Fe q- 2 587.E � Sq, Feet 30869.5 S Feet q� 0,6E 0.47 Acres Sc,- Feet 0.56 Acres Sq. Feet 0.66 Acres / 0.47 Acres 0.71 Acres Acres j 0 N 40 28933.6 Sq. Feet 0.66 Acres 41 \ 26976.3 Sq. Feet 0.62 Acres 421 31476.3 �q, Feet 0.72 cres 28829,4 Sq. Fee \ 0.66 Acres o� Lands NIF of Matthew P 26 B:1469 0 30 I . 17-2-26 _= -�- IPF ^ 34695.9FNSq. Feet Z 0.80 cres F Of Lands Ball & rn cn N °' 3 LindaTrombley °i Q Gary , 254 g; 5028 rn _ _ 30986. 8 Sq. Feet 0.71 Acres -2 301.17-2-27 \\ � 1 ' --- _ F OA AREA #2 7� 49.9 Sq. Feet F o Lands NIFAnnabelle & Na ry 1.70 Acres (Herbold \ N 89°42'16" W g;1235 P'96 301 .17-2-28 68.18' I N 470_� 83- 1 ' 40" ' 93 . $2 IPF i / Y 4(PH, \ Dig OSafely. New York F1 Call Before You Dig 0 Wait The Required Time I Confirm Utility Response E) Respect The Marks 0 Dig With Care 800-962.7962 www.digsafelynevifyork.com 39 27172.5 38 Sq. Feet 0.62 Acres 26936.8 Sq. Feet 0 62 Acres �47C 43 30.4 Sq. Fee 0.64 Acres 44 :31979.7 Sq. Feet 0.73 Acres \ 2 28654.2 Sq. F 0.66 Acres t 1 4� 28273.7 Sq. Feet 0.65 Acres i 606- 46 , 0 s 36 37 1 27343.5 q, Feet 24750.0 0, 3 Acres Sq. Feet O.S7 Acres / i u� 4S Total Parce rea �\ 21 714.2 Sq. Fe _ 9 cres OA AREA #1 C�29,978.6 Sq. Feet A� 12.2 Acres g6 0 T TAL HOA AREA 671,428.8 Sq. Feet 4' �> 15.4 Acres �A n 45 \ 31979.7 Sq. Feet 0.73 Acres o SCALE: 1 "=100' - 22134 SCALE: 1 "= 50' - 11117 GRAPHIC SCALE 25 0 12.5 25 50 100 ( IN FEE' ; a Dale M. Tracy Michael Davis & B:930 P:86 Lisa Smith \ 301 .14- 1 -0 B: 4427 P: 167 - 301 . 1 4- 1 -8 IRF F _ 82 �2838 E Lands NIF of g;705 P'Madia N iRF y Frank & Diane15 498.08 301.I8-2-13 IPF I Lands NIF Of Thomas & Anne Rascoe 1275 p;193 17 18 B.301 .1 8-2-1 2 83.2 Sq, Feet 68213.4 Sq. Feet c 1.10 Acres 1.57 Acres N PF Lands NIF of ChristopBher sgU P: 978 0 30 � A 0 IF NIF of Lands mbardo •f'� 9 ichael & Suzanne Lo 42789.3 Sq. Feet g; 5631 P:163 T 0.9 Acres 301, 1 8-2-10 \ O F of �o Lands N 1 Frank Antos $..� 13:690 p:730 301 20 35 lo�0 26110.1 Sq. Feet 0.60 Acres IPF Lands NIF Of Belden 1443.4 Sq. Feet Patricia ct 0.79 Acres imothy B 934 P:115 30 I .18-2-6 9 Fp0 � 1 21 PF Lands NIF of 33009.934 Feet 21892.8 Sq. Feet Susan Carpenter q 0.50 Acres toB.799 P• 0.76 Acres 72 301 qGv 1 45 FFF Lands N 1 F of Adam Burrell 33 2 450 g;4795 26307.5 Sq. Feet P:163 20 , 8 Sq. Fee 30 I . 18-2-G 0.60 Acres , 0.47 Ac - 7 . FFF IF Of I �0 1^ o Lan&sToni McQuate Edward :968 p:203 32 � 30 I . 18-2'S 22264.5 Sq. Feet � �?3 1 k3� _ 0.51 Acres 6 0 2 6� 1 Sq, Feet A es 1 F F Of M. HOISclaw Lands NI Richard V® & Leah 265 31 + I w g:5045 P: 22905.8 Sq. Feet 301.16-2-A 0.53 Acres O N / s 0 24 qG 24�2.7 Sq Feet �7 0.56 Acr s C I 30 w cn 247 .0 Sq. Feet RRO Lands NIF of 0 57 Acres 4 o Lee & Molly Baker 2\5 445 B:5907 P:190 22991.5 Si Feet (> 30I .I8-2-3 0.53 Acres u� �. 2s 24750.19Sq. Feet 0.57 Acres 3 24750.0 0.57 I Kr 26 22991.5 Sq. eet 0.53 Acres N cat O 27 0o Cw) 22991.5 Sq. Beet 0.53 Acre - O v1 0 00 0 HOA A EA #3 s 67200.3 q. Feet 1.54 A res RS 216e 79.06'23 Lands NIF of Ruth Colchester B:5083 P:237 301 . 18-2-2 SUBDIVISION DENSITY CALCULATIONS QUEENSBURY ZONING MDR (2-ACRE W/ON-SITE WASTEWATER) TOTAL AREA 49.5 - ACRES RIGHT OF WAY AREA 3.96 - ACRES I USABLE DENSITY ACREAGE 45.54 - ACRES TOTAL NUMBER OF ALLOWABLE LOTS 22 - LOTS TOTAL PROPOSED NUMBER OF LOTS 45 - LOTS PROPOSED LOT SIZES 0.47 - 1.57 - ACRES ZONING SUMMARY ZONE - MDR (MODERATE DENSITY RESIDENTIAL) MINIMUM LOT SIZE - 2-ACRE PER DWELLING FRONT SETBACK - 30' SIDE SETBACKS - 25' REAR SETBACK - 30' SHORELINE/STREAM/WETLAND SETBACK - 75' AVERAGE LOT WIDTH - 100' ROAD FRONTAGE - 100' MAXIMUM BUILDING HEIGHT - 40' MINIMUM PERCENT PERMEABLE - 50% AREA VARIANCES APPROVED ON 4-20-2022 § 179-4-010 MDR: MINIMUM LOT SIZE: 2 ACRES REQUIRED PROPOSED: LOT SIZES 0,47 - 1.57 RELIEF REQUESTED FOR LOTS LESS THAN 2 ACRES § 179-4-010 MINIMUM REAR SETBACKS: MINIMUM REAR SETBACK: 30 FT REQUIRED PROPOSED: 20 FT 10 FT OF RELIEF REQUESTED FROM REAR SETBACKS § 179-4-010 MINIMUM SIDE SETBACKS: MINIMUM SIDE SETBACK: 25 FT REQUIRED PROPOSED: 15 FT 10 FT OF RELIEF REQUESTED FROM SIDE SETBACKS SITE DEVELOPMENT DATA TOTAL PARCEL AREA 49.5-AC = 2,154,714.2 SF EXISTING ADDITIONS TOTAL HOUSES 0 SF 107,910 SF 107,910 SF TOWN ROAD & DRIVEWAYS 0 SF 141,151 SF 141,151 SF I TOTAL IMPERVIOUS 0 SF 249,061 SF 249,061 SF PERCENT IMPERVIOUS 0% 11.6% 11.6% PERMEABILITY 100% (11.6%) 88.4% 2023576301 - Instr # 2023-3000028 05/17/2023 10:46:08 AM C 1 Pages MAP Pamela J. Vogel, Warren Co Clerk FILED NEW YORK STATE DEPARTMENT OF HEALTF: Glens Falls District Office Refer to first sheet for approved date and signatu- TALC MAP # 301.18-2-1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. prepareo Tor: cF Cerrone Land Holdings, LLC Upper Sherman Avenue MAP REFERENCE Town of Queensbury, Warren County, NY �� 'j "MAP OF SURVEY MADE FOR CERRONE Drawn: TRC Checked: GTH I Scale: 1"=100' Date: 05/05/21 BUILDERS, INC" WITH THE LATEST REVISION 169 Havilond Road ION UMENT EXCEPT QueensburY NY 12804 DATE OF 3118121, BY VANDUSEN & STEVES � � QQ LAND SURVEYING. BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone 2..ee .- 7_®1 _S2 IS A VIOLATION OF NYS EDUCATION (LAW. Hutchins Engineering PLLC 0518) 7,45-0308 JE-nY SUBDIVISION GRADING PLAN SCALE: 1 "=100' - 22134 SCALE: 1 "=50' - 11117 GRAPHIC SCALE 25 012.525 50 100 OIL -M ( IN FEET ) OILS DATA SITE SOILS DATA TEST PITS: INFILTRATION TEST BY T. CENTER, P.E. IT-1 AT TP #4 : 10/15/2021 BY HUTCHINS ENGINEERING BY: KEVIN KENYON, NYS DOH STABILIZED RATE: 24—INCHES IN 4.5 MINUTES = 320 INCHES PER HOUR TOPSOIL LOAMY FINE SAND FINE SAND NO MOTTLING NO EVIDENCE OF GROUNDWATER TOPSOIL LOAMY FINE SAND FINE SAND NO EVIDENCE OF GROUNDWATER TOPSOIL _OAMY FINE SAND TINE SAND NO EVIDENCE OF GROUNDWATER TOPSOIL -GAMY FINE SAND TINE SAND NO EVIDENCE OF GROUNDWATER SITE SOILS DATA DEEP HOLE TEST PITS: PERCOLATION TEST AT 24" IN A 30" HOLE PT-1 AT TP#1 : 10/15/2021 BY HUTCHINS ENGINEERING STABILIZED PERCOLATION RATE: 1 MINUTE 16 SECONDS PER INCH PT-2 AT TP#2 : 10/15/2021 BY HUTCHINS ENGINEERING STABILIZED PERCOLATION RATE: 1 MINUTE 04 SECONDS PER INCH PT-3 AT TP#3 : 10/15/2021 BY HUTCHINS ENGINEERING STABILIZED PERCOLATION RATE: 1 MINUTE 05 SECONDS PER INCH PT-4 AT TP#4 : 10/15/2021 BY HUTCHINS ENGINEERING STABILIZED PERCOLATION RATE: 1 MINUTE 10 SECONDS PER INCH SITE SOILS DATA DEEP HOLE TEST PITS: 10/14/2022 BY T. CENTER, P.E. 10/14/2022 BY T. CENTER, P.E. TP-IA: TP-7A : 0-7" TOPSOIL 0-8" TOPSOIL 7"-45" LOAMY FINE SAND 8"-34" LOAMY FINE SAND 45-168" MEDIUM FINE FINE SAND 34-45" MEDIUM FINE FINE SAND NO MOTTLING NO GROUNDWATER 45-186" FINE SAND INFILTRATION RATE @ 11 FT = 240 IN/HR NO MOTTLING NO GROUNDWATER INFILTRATION RATE ® 12 FT = 103 IN/HR TP-2A : 0-9" TOPSOIL TP-8A : 9"-32" LOAMY FINE SAND 0-6" TOPSOIL 32-84" MEDIUM FINE FINE SAND 6"-28" LOAMY FINE SAND 84-168" FINE SAND 28-50" MEDIUM FINE FINE SAND NO MOTTLING NO GROUNDWATER 50-162" FINE SAND INFILTRATION RATE ® 11 FT = 240 IN/HR NO MOTTLING NO GROUNDWATER INFILTRATION RATE @ 10 FT = 90 IN/HR TP-3A 0-8" TOPSOIL TP-9A 8"-34" LOAMY FINE SAND 0-6" TOPSOIL 42-156" MEDIUM FINE FINE SAND 6"-28" LOAMY FINE SAND NO MOTTLING NO GROUNDWATER 28-48" MEDIUM FINE FINE SAND INFILTRATION RATE ® 10 FT = 240 IN/HR 48-156" FINE SAND NO MOTTLING NO GROUNDWATER TP-4A : INFILTRATION RATE ® 10 FT = 90 IN/HR 0-9" TOPSOIL 9"-46" LOAMY FINE SAND TP-10A 46-96" MEDIUM FINE FINE SAND 0-8" TOPSOIL 96-186" FINE SAND 8"-28" LOAMY FINE SAND NO MOTTLING NO GROUNDWATER 28-51" MEDIUM FINE FINE SAND INFILTRATION RATE ® 12 FT = 120 IN/HR 51-156" FINE SAND NO MOTTLING NO GROUNDWATER TP-5A : INFILTRATION RATE ® 10 FT = 288 IN/HR 0-9" TOPSOIL 9"-40" LOAMY FINE SAND TP-11A : 40-45" MEDIUM FINE FINE SAND 0-6" TOPSOIL 45-156" FINE SAND 6"-31" LOAMY FINE SAND NO MOTTLING NO GROUNDWATER 31-120" MEDIUM FINE FINE SAND INFILTRATION RATE ® 10 FT = 110 IN/HR 120-156" FINE SAND NO MOTTLING NO GROUNDWATER TP-6A ; INFILTRATION RATE ® 10 FT = 288 IN/HR 0-6" TOPSOIL 6"-38" LOAMY FINE SAND 38-47" MEDIUM FINE FINE SAND 47-162" FINE SAND 2023576301 NO MOTTLING NO GROUNDWATER �— Instr # 2023-3000028 5 I 05/17/2023 10:46:08 AM INFILTRATION RATE Q 11 FT = 110 IN/HR L� 1 Pages c MAP Pamela J. Vogel, Warren Co Clerk FILED TAX MAP # 301.18-2-1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 3 FINAL NYSDOH APPROVAL 04/24/23 2 ISSUED TO PLANNING BOARD - FINAL SUBDIVISION APPLICATION 11/14/22 1 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 7/13/22 0 ISSUED TO PLANNING BOARD - SKETCH SUBDIVISION APPLICATION 12/15/21 No. Revisions Date SUBDIVISION GRADING PLAN 7]iQIMASR . prepared for. Cerrone Land Holdings, LLC Upper Sherman Avenue MAP REFERENCE � s Town of Queensbury, Warren County, NY "MAP OF SURVEY MADE FOR CERRONE Drawn: TRC Checked: GTH Scale: 1"=100° Date: 05/05/21 BUILDERS, INC" WITH THE LATEST REVISION 169 Naviland Road DATE OF 3118121, BY VANDUSEN & STEVES ALTERATION ` MENT EXCEPT Queensbury, NY 12804 LAND SURVEYING. BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone 291397-01-S3 IS A VIOLATION OF NYS DUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax I 25 0 12.525 5O 100 ( IN FEET � MAP REFERENCE "MAP OF SURVEY MADE FOR CERRONE BUILDERS, INC" WITH THE LATEST REVISION DATE OF 3118121, BY VANDUSEN & STEVES LAND SURVEYING. 2023576301 Pamela J. Vogel, Warren Co Clerk Instr # 2023-3000028 05/17/2023 10:46:08 AM 1 Pages MAP FILED NEW YORK STATE DEPARTMENT OF HEALT�-. Glens Falls District Office Refer to first sheet for approves; date and signature. TAX MAP # 301.18-2-1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 5 FINAL NYSDOH APPROVAL 04/24/23 4 REVISED PER NYS DOH REVIEW CMNTS 03/29/23 3 ISSUED TO PLANNING BOARD - FINAL SUBDIVISION APPLICATION 10/17/22 2 REVISED PER WATER DEPT. COMMENTS 9/20/22 1 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 7/13/22 CIRF - 0 ISSUED TO PLANNING BOARD - SKETCH SUBDIVISION APPLICATION 12/15/21 No. Revisions Date ............SUBDIVISION UTILITY PLAN ?�fGnAAi i3.� prepared for 'i Cerrone Land Holdings, LLC a+M Upper Sherman Avenue r,. z Town of Queensbury, Warren County, NY e� y Drawn: TRC Checked: GTH Scale: 1"=100' Date: 05/05/21 169 Hoviland Road ALTERATION MENT EXCEPT Queensbury, NY 12804 291397-01-5� BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineerina PLLC C-, 0 -7r--- n?n0 r--. MOW_:: ,.. a:°_:. .� .. s - �. _::.:: �, ; .,.... �.W.-_ �. ._ Grp ,.,j.—, 1;-*: w Z z_ Q O� �G cw� Q < Lij W M w 4o i GARAGE HOUSE TIGHT JOINT 4" PIPE 10'-0" ON SLOPE OF 1 /4" /FT. MIN. 'I 20'-0" FROM BASEMENT WALL TIGHT JOINT 4" PIPE MIN. ON SLOPE OF 1 /8" /FT. SEPTIC TANK DISTRIBUTION BOX ABSORPTION TRENCH 10' MIN. 50% EXPANSION AREA PROPERTY 10' MIN. LINE SEWAGE DISPOSAL LAYOUT TRENCH BACKFILL SHALL CONTAIN NO SOLIDS LARGER THAN 3 INCHES IN DIAMETER 1. TILE FIELD TO BE 100' OR MORE FROM ANY LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' OR MORE FROM ANY WATER LINE UNDER PRESSURE. 2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION BOX, USE RIGID COPPER, DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 PVC WITH CEMENTED JOINTS. 3. HOUSE DRAINS SHALL BE FOUR -INCH MINIMUM DIAMETER CAST IRON OR RIGID COPPER, TIGHT -JOINT PIPE AND SHALL EXTEND AT LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. 4. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE AWAY FROM SEWERAGE SYSTEM. 5. DISPOSAL FIELD SHALL BE CONSTRUCTED WITH TRENCHES PARALLEL WITH EXISTING SITE CONTOUR LINES. 6. SYSTEMS TO BE LOCATED IN FILL MATERIAL SHALL BE MECHANICAL STABILIZED IN 6 INCH LIFTS WITH GRANULAR SAND AND SANDY LOAM. MECHANICAL COMPACTION SHALL BE ACCOMPLISHED WITH BULLDOZER OR FRONT END LOADER WITH BUCKET PRESSURE. 7. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FILL. 8. WATER SERVICE MUST MAINTAIN 10' MIN. SEPARATION FROM ANY COMPONENT OF THE SEPTIC SYSTEM 9. CONTRACTOR SHALL NOTIFY ENGINEER BEFORE INSTALLING WATER SERVICE AND PRIOR TO BACKFILLING THE SEPTIC SYSTEM. NOT TO SCALE SITE MODIFICATION FILL NOTES: FOR USE ON SEPTIC SYSTEMS WHERE THE SITE IS MODIFIED BY GREATER THAN 2 FT OF FILL. CAREFULLY SELECTED FILL MATERIAL, WELL GRADED LOAMY SAND, OR WELL GRADEDLOAMY SAND GRAVELS, CONTAINING A MINIMUM OF 10% SILTS OR CLAYS, NO ORGANIC DEBRIS, AND NO SOLID OBJECTS LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION RATE OF 1 TO 5 MINUTES. COMPACT FILL IN 6" LIFTS WITH LOW GROUND PRESSURE TRACK MOUNTED DOZER. IN -PLACE PERCOLATION RATE SHALL BE VERIFIED BY ENGINEER AFTER PLACEMENT OF FILL AND BEFORE SYSTEM IS INSTALLED. SUGGESTED: POLYETHYLENE APPROXIMATE FINISH EXTENSION TO GRADE WITH TAMPER GRADE RESISTANT ACCESS COVER 12 "f 1" MIN. 4" PVC SCH 40 2" INLET MIN. SLOPE LIQUID LEVEL 0 TLET } 4" PVC SCH 40 OR SDR 35 EFFLUENT 1/4" PER FDOT 16 SEWER, 4 18"MIN. 1/8" PER FOOT MIN SLOPE WATERTIGHT SLEEVE Li J AND SEAL (TYP.) _ o Q SANITARY TEE (TYP.) moo 1000 GALLON PRECAST / o "� CD - 3" MIN, CONCRETE SEPTIC TANK MINIMUM 2X WIDTH MAXIMUM 4X WIDTH 00O00000000000000000000000000o0o00008000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_0_0_0_0_0_0_0_0_0_0_0_0_0_0_0_0_0_0_0_0_0_0_ SEPTIC TANK NOTES 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT 2. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE .BASE. ALL JOINTS MUST BE SEALED. 3. SEPTIC TANK & DISTRIBUTION BOX DETAIL NOT TO SCALE BAFFLE' ALL OUTLET INVERTS TO BE SET AT EXACTLY THE SAME ELEVATION, USE SPEED LEVELERS 4" PVC SCH-40 SOLID HEADER TO PERFORATED TRENCH PIPING, 1/8" PER FOOT MIN SLOPE z I- w - Q 0 :2 :2 1 _j _ < oo 0 2" MINA C) re) i Z 1 0 2'-0'0 4'—O„ 2'-0" 15% MAXIMUM CROSS SLOPE OVERFILL TO ALLOW ON SLOPED SITES FOR SETTLEMENT BARRIER MATERIAL TO BE 6" RTH — 12$1 EARTH - PERMEABLE GEOTEXTILE MIRAFI 135N OR EQUAL 4" PERFORATED 12" MIN. LATERAL ,Coro 18" MAX. 3/4" TO 1 1 /2" Tx6°-0,r WASHED CRUSHED STONE 24" MIN. -- MAXIMUM SEASONAL HIGH GROUNDWATER,A IMPERVIOUS SOIL OR BEDROCK - STANDARD PIPE ABSORPTION TRENCH SECTION NOT TO SCALE TOPSOIL (6" min.), SEED AND MULCH SEPTIC SYSTEM AND ALL BARRIER MATERIAL i� DISTURBED AREAS IMMEDIATELY / AFTER INSTALLING SYSTEM 12" MAX. - - - 2" MIN. O00D D 6" MIN. Oo SLOPE Oho 00 �O��o _ n 6 00 MIN. —4" PERFORATED PVC LATERAL, �\ SLOPE 1 /16"-1 /32" PER FT. - LEVEL TRENCH BOTTOM NOTES, 1. END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH. 3. MAXIMUM TRENCH LENGTH IS 60 FEET. STANDARD PIPE ABSORPTION TRENCH PROFILE NOT TO SCALE NOTES_ 1 • DO NOT INSTALL TRENCHES IN WET SOIL. 2, INSTALL TRENCHES AS PARALLEL TO CONTOURS AS POSSIBLE, 3. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING STONE 4. CAP ENDS OF DISTRIBUTION LATERALS. 2023576301 2023-3000028 05/17/2023 10:46:08 AM 05/1 1 Pages MAP Pamela J. Vogel, Warren Co Clerk FILED # BEDROOMS (SEE NOTE 1) WASTE FLOW G. P. D. SEPTIC TANK (MIN. CAPACITY GAL.) (SEE NOTE 3 & 4) SEPTIC TANK MINIMUM LIQUID SURFACE AREAS. F.) DISPOSAL FIELD TRENCH LENGTH PERCOLATION RATE (MINUTES) 1-5 6-7 8-10 11-15 16-20 21-30 2 220 1 000 27 92 110 123 1 138 158 184 3 330 1000 27 138 165 184 207 236 275 4 440 1250 34 184 220 245 275 315 367 5 550 1500 40 230 275 306 344 393 459 6 660 1750 47 275 330 367 413 472 542 ABSORPTION SYSTEM NOTES: EACH LOT SHALL HAVE AN INDIVIDUAL ONSITE WASTEWATER TREATMENT SYSTEM DESIGNED & CONSTRUCTED IN ACCORDANCE WITH 10 NYCRR PART 75, APPENDIX 75A, TITLED "WASTEWATER TREATMENT STANDARDS — RESIDENTIAL ONSITE SYSTEMS" ALL SEPTIC SYSTEMS SHOWN ON THE PLANS ARE SCHEMATIC IN NATURE. PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR ANY SINGLE LOT, A PLAN PREPARED BY A DESIGN PROFESSIONAL SHOWING THE PROPOSED ONSITE WASTEWATER TREATMENT SYSTEM, PERCOLATION RATES, SOIL TEST RESULTS AND SYSTEM DETAILS SHALL BE SUBMITTED TO THE LOCAL CODE ENFORCEMENT OFFICE. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY THE DESIGN PROFESSIONAL MUST CERTIFY CONSTRUCTION OF THE ONSITE WASTEWATER TREATMENT SYSTEM IN ACCORDANCE WITH THE APPROVED PLANS TO THE LOCAL CODE ENFORCEMENT OFFICE. INSPECTION, TESTING & CERTIFICATION NOTES: IN ACCORDANCE WITH APPENDIX 75—A: THE ENGINEER SHALL PERFORM A PERCOLATION TESTS & DEEP SOIL TEST PIT IN THE LOCATION OF THE PROPOSED ABSORPTION AREA PRIOR TO INSTALLATION OF THE ABSORPTION SYSTEM. IF THE STABILIZED PERCOLATION RATE IS FASTER THAN 1 MINUTE PER INCH THEN THE ABSORPTION SYSTEM SHALL BE CONSTRUCTED AS A MODIFIED SOIL SYSTEM AS SHOWN IN THE DETAILS ON THIS DRAWING. THE LOCATION OF THE PROPOSED ABSORPTION AREA SHALL BE STAKED OUT PRIOR AND AND WITNESSED BY THE ENGINEER AT THE TIME OF TEST PIT & PERCOLATION TEST. THE ENGINEER SHALL CERTIFY THAT THE ABSORPTION SYSTEM WAS COMPLETED AS PER THE APPROVED PLANS. 5' MIN. ENDS & SIDES j NOTE: NOTIFY ENGINEER PRIOR TO INSTALLATION OF WATER SERVICE AND BEFORE BACKFILLING SEPTIC SYSTEM. ABSORPTION TRENCH (SEE TYPICAL DETAIL) TOPSOIL (6" min.), SEED AND MULCH SEPTIC SYSTEM AND ALL DISTURBED AREAS IMMEDIATELY AFTER INSTALLING SYSTEM SPACE FOR FUTURE TRENCH IF REQD, (50% REPLACEMENT) MAXIMUM SEASONAL HIG- - NEW YORK STATE DEPARTMENT OF HEALTI- GROUNDWATER ELEVATION Glens Falls District Office CAREFULLY SELECTED FILL MATERIAL WELL GRADED LOAMY SAND Refer to first sheet for approved date andslr OR WELL GRADEDLOAMY SAND GRAVELS, CONTAINING A MINIMUM OF 10% SILTS OR CLAYS, NO ORGANIC DEBRIS, AND NO SOLID OBJECTS LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION SHALL COMPLY WITH NYS DOH APPENDIX 75A. COMPACT FILL IN 6" LIFTS WITH LOW GROUND PRESSURE TRACK MOUNTED DOZER. IN -PLACE PERCOLATION RATE SHALL BE VERIFIED BY ENGINEER AFTER PLACEMENT OF FILL AND BEFORE SYSTEM IS INSTALLED. IN -PLACE PERCOLATION RATE SHALL BE GREATER THAN 1 MIN/IN. MODIFIED SOIL SYSTEM DETAIL NOT TO SCALE FOR USE ON SEPTIC SYSTEMS WITH PERCOLATION TESTS ARE LESS THAN 1 MINUTE PER INCH, NOTES 1 ON SLOPED SITES, A DIVERSION DITCH SHALL BE CONSTRUCTED UPHILL FROM THE FILL AND TRENCH AREA TO PREVENT SURFACE RUNOFF FROM ENTERING THE ABSORPTION AREA. 2 A MINIMUM OF 4' OF UNSATURATED SOIL SHALL BE AVAILABLE ABOVE THE BOUNDARY CONDITIONS. 3. THE REQUIRED LENGTH OF ABSORPTION TRENCH IS BASED ON THE PERCOLATION RATE OF THE FILL MATERIAL. TAX MAP # .301.18-2-1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Dig Safely, New0Mork 3 FINAL NYSDOH APPROVAL 04/24/23 0 Call Before You Dig 0 Wait The Required Time 2 ISSUED TO PLANNING BOARD - FINAL SUBDIVISION APPLICATION 10/17/22 El Confirm Utility Response • Respect The Marks 1 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 7/13/22 0 Dig With Care - NOTES: 1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS. 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. 800■962■7962 www.digsafelynewyork.com 0 ISSUED TO PLANNING BOARD -PRELIMINARY SUBDIVISION APPLICATION _-_-_ -_- 12/15/21 N O R e V i s l 0 f"1 �Date - 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES 4. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL BE INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE !`i~y` SEPTIC DETAILS PLAN WITH 1.6 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND SHOWER HEADS. FEET. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND A DUAL COMPARTMENT TANK (OR TWO TANKS IN SERIES) WILL ALSO BE REQUIRED. TSfi. prepared for: 5. ONSITE WASTEWATER SYSTEMS WERE NOT DESIGNED TO ACCOMMODATE EXTREME WATER �` `'�' Cerrone Land Holdings, LLC USE FIXTURES SUCH AS jACUZZI/SPA TUBS AND WATER TREATMENT EQUIPMENT. F _ Upper Sherman Avenue THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR EXTREME WATER` Town Of QUeeCISbLIry, Warren County, NY USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS REALTY SUBDIVISION. w �a� � Drawn: TRC Checked: GTH Scale: 1"=100' Date: 09/15/21 SEWAGE DISPOSAL SYSTEM SIZING �. 169 Hovilond Rood ALTERATION , OCUMENT EXCEPT Queensbury, NY 12804 ���7�-V� _� BY A LICENSED PROFESSIONAL ENGINEER T /��� ,R) 7_n,7ny 7 Phc. v. EROSION / CONTROL MATTING SEPTIC ON ALL SLOPES 1 V. 5H OR STEEPER \ HOUSE b \- GUTTER I I \ DOWNSPOUT W/ SPLASH BLOCK l r� 1 a w CONCRETE WASHOUT AREA - SHALL BE A MIN. OF 8 FT WADE BY 8 LONG o 2 FT DEEP WITH SIDE SLOPES 2H:1V WILL BE LINED WITH A MIN. OF A 10 MIL POLY SILT FENCE TYPICAL LOT GRADING DETAIL NOT TO SCALE NOTES: 1. REAR ROOF GUTTER SHALL BE DIRECTED AWAY FROM THE ABSORPTION SYSTEM AREA. AND FRONT ROOF GUTTERS SHALL BE DIRECTED TOWARD THE SUBDIVISION ROAD. SWALE TO DIRECT OVERLAND FLOW AROUND ABSORPTION SYSTEM CLEARED LAWN AREA LOTS 15 - 27 - REAR ROOF GUTTERS TO BE CONNECTED TO 5 FT (W) X 10 FT (L) X 3 FT (D) STONE INFILTRATION TRENCH W/ 1 - STORM TECH 310 INFILTRATOR AS PER DETAIL ON S-8 - USE 12 X 12 POLY YARD BASIN FOR SEDIMENT REMOVAL IN -LINE BETWEEN GUTTER DOWNSPOUT & PIPING TO INFILTRATOR. ALL REAR HOUSE ROOFS EXCEPT LOTS 15 - 27 SHALL HAVE GUTTER DOWNSPOUTS W/ SPLASH BLOCK GUTTER DOWNSPOUT W/ SPLASH BLOCK 2. REAR LAWN AREA SHALL BE GRADED TO DIRECT OVERLAND FLOW BETWEEN THE HOUSE AND THE ABSORPTION SYSTEM AWAY FROM THE ABSORPTION TRENCHES ACROSS LAWN AREAS AND INTO THE UNDISTURBED WOODED AREAS. 3. DRIVEWAYS SHALL BE DIRECTED TO THE SUBDIVISION ROAD TO BE TREATED BY THE DRYWELL SYSTEM. EVERGREEN PLANTING DETAIL NOT TO SCALE "')SE FRICTION GUARD dia. CEDAR STAKES ft LONG SHREDDED BARK MULCH HIGH SAUCER (ENDED PLANTING SOIL HOSE FRICTION GUARD tE CEDAR STAKES NG MDED BARK MULCH I SAUCER D PLANTING SOIL ..._. ALL IKLLb 3- UALJYGK ANU LESS SHALL BE STAKED AS SHOWN USING THREE STAKES TREE PLANTING DETAIL NOT TO SCALE PLANTING NOTES 1. PROTECT EXISTING TREES INDICATED TO REMAIN FROM SKINNING AND FILLING AROUND BASE. 2. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND FINE GRADE, THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SOIL AMENDMENTS. 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFTS TRIPLEX GENERAL MIX, OR APPROVED MIX, AT A RATE OF 5lbs PER 1000 of, STARTER FERTILIZER (5-1G-5) AT 40 Ibs. PER 1,000 of AND MULCHED WITH STRAW OR HYDROSEEDED. 4. PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART COMPOSTED MANURE, 1 PART PEAT MOSS AND 5-10-5 FER71UZER AT 1 lb per 20 of. 5. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL LANDSCAPE BUFFER & TREE PLANTING NOT TO SCALE 1. TWELVE (12) - 5-6 FT ARBORVITAE SHALL BE PLACED ALONG THE TOP SLOPE OF THE FINISHED GRADED LOTS 23 & 24. THESE TREES SHALL BE INSTALLED NO LATER THAN AT THE COMPLETION OF PHASE 2 DISTURBANCE. 2. THREE (3) - 3 INCH CALIPER DECIDUOUS TREES SHALL BE PROVIDED IN THE HOA AREA TO THE EAST OF LOTS 24 & 25. THESE TREES SHALL BE INSTALLED NO LATER THAN AT THE COMPLETION OF PHASE 2 DISTURBANCE. 3. ONE (1) TREE PER LOT SHALL BE PROVIDED BETWEEN THE FRONT PROPERTY LINE AND THE 30 FT FRONT SETBACK LINE. THE TREES SHALL BE INSTALLED PRIOR TO ISSUANCE OF CO. 4. FRONT LOT PROPERTY TREE PLANTINGS - DECIDUOUS TREES SHALL BE A MIN. OF 3 INCH CALIPER AND EVERGREEN TREES SHALL BE A MIN. OF 10 FT 1N HEIGHT, 5. ANY TREE LISTED IN THE TOWN OF QUEENSBURY ZONING CODE SECTION 179-8-030 TREE LIST MAY BE CHOSEN. Dig PSafely. New�York 0 Call Before You Dig 0 Wait The Required Time El Confirm Utility Response Respect The .Marks Dig With Care 800.962-7962 www.digsafelyneviyork.com 12' min. 50' min. o 10" min. CRUSHED STONE OVER COMPACTED SUBGRADE AND FILTER FABRIC Z L a a Z - EXISTING � GROUND w a CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE NO. 4 STONE 2. LENGTH AS REQUIRED BUT NOT LESS THAN 50'. 3. THICKNESS: NOT LESS THAN 10". 4. WIDTH: 24' MINIMUM, BUT NOT LESS THAT THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. GEOTEXTILE FABRIC: WILL BE PLACED OVER THE EN11RE AREA PRIOR TO PLACING STONE. 6. SURFACE WATER: MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. 7. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. B. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. CONSTRUCTION ROAD ENTRANCE NOT TO SCALE 2"X4" WOOD FRAME 1,5' MA _ _ STAKE FABRIC - ""Z.� 1' MIN, J DROP M °I INLET WITH GATE FRAME BURIED FABRIC M MIN. GATHER EXCESS AT CORNERS CONSTRUCTION SPECIFICATIONS 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT, 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED.IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA 1 ACRE DRYWELL INLET PROTECTION DETAIL NOT TO SCALE 36" FENCE POST, 10' oc MAX DRIVEN 16" MIN INTO GROUND WOVEN WIRE FENCE W/ FILTER CLOTH OVER (MIN 14 1/2 GAUGE, MAX. 6 MESH SPACING) E%BED IN GROUND 8" MIN. UNDISTURBED GROUND -- 10'-0" O.C. MAX. RECLAIMED SILT FENCE TOPSOIL SOIL STOCKPILE DETAIL 3 MAXIMUM SLOPE UNDISTURBED EXISTING SOIL OR FILL COMPACTED IN 8" LEVEL LIFTS 36" FENCE POST CONSTRUCTION SPECIFICATION DRIVEN MINIMUM 16" INTO GROUND 1. WOVEN WIRE FENCE TO BE FASTENED TO FENCE WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL -WOVEN WIRE FENCE W/ FILTER CLOTH OVER EITHER "T' OR "U" TYPE OR HARDWOOD {MIN 14 1/2 GAUGE, MAX. 6 MESH SPACING) EMBED IN GROUND 8" MIN. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, z 6" MAXIMUM MESH OPENING. '..i"-:r�'..�. � 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X STABILINKA T140N OR APPROVED EQUAL -- -SOIL BACKFILL 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUAL. FLO/ 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. PERSPECTIVE SEDIMENT CONTROL FENCE NOI to SCALE s OUI GRASS OUTLET STRIP. \� MUST REMAIN UNDISTURBED, LEVEL & WELL VEGETATED. PLAN VIEW EARTH BERM AS REQUIRED TO DIRECT NOTES: 1. REQUIRED VOLUME OF SEDIMENT TRAPS SHALL BE 3,600 CF OF STORAGE PER ACRE OF DRAINAGE AREA. AVAILABLE VOLUME SHALL BE CALCULATED BY: V = .4 x SURFACE AREA OF EXCAVATED PORTION BELOW ELEVATION OF OUTLET STRIP x MAX. DEPTH. 2. MIN. CREST WIDTH (ft) SHALL BE 4 x DRAINAGE AREA (acres). 3. ALL CUT SLOPES SHALL BE 1:1 OR FLATTER. 4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO 1/2 DESIGN DEPTH. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND STABILIZED. 5. SEDIMENT TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 6. THE SEDIMENT TRAP SHALL BE REMOVED AND AREA STABILIZED WHEN THE UPSTREAM DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 7. THE SEDIMENT TRAP DRAINAGE AREA SHALL NOT EXCEED 10 ACRES. GRASS OUTLET SEDIMENT TRAP NOT TO SCALE 4" TOPSOIL SEED SLOPES WITH 5 LBS/1,000 SF PERENNIAL RYEGRASS MIX -INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET S-75 do OVERLAP JOINTS AND FASTEN WITH METAL STAPLES PER MANUFACTURER REPLACE DAMAGED AREAS AS REQUIRED UNTIL GRASS COVER IS ESTABLISHED SLOPE STABILIZATION NOT GALE STANDARD SPECIFICATIONS FOR SILT FENCE DEFINITION A TEMPORARY BARRIER OF GEOTEX71LE FABRIC INSTALLED ON THE CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS. PURPOSE TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD. APPLICATION - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE PLACED ON A SLOPE: 1:2 SLOPE (50%) 25 FT 1:3 SLOPE (33%) 50 FT 1:4 SLOPE (25X) 75 FT 1:5 SLOPE OR LESS 100 FT - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 114 ACRE PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET. - EROSION WALL OCCUR AS SHEET EROSION. - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. DESIGN CRITERIA - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS POSSIBLE, WITH A LMII�NII/MSUnM�pOEF�1p0RFgEEETRIFLIRZOEMp� THE TOE OF A SLOPE. THE AREA BEYOND THE FENCE MUST BE - SENS7IVEB.4REAS TOABE PROTECTED BY SILT FENCE MAYBE NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS. FABRIC MATERIAL CRITERIA GRAB TENSILE STRENGTH: 90 LBS ASTM D7682 ELONGATION AT FAILURE: 50,E ASTM D1682 CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE O T BE FASTENED SECURELY TO FENCE POSTS {NTH WIRE TIES OR STAPLES POST SHALL BE STEEL EITHER "T" OR "U' TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WARE, 6" MAX. MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADON EACH OTHER THEY SHALL BE OVER -LAPPED BY 6-INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 1OOX, STABWNKA T140N OR APPROVED EQUIVALENT. A. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES' DEVELOP IN THE SILT FENCE. 36" FENCE POST, 10' cc 6 DRIVEN 16" MIN INTO GROI Site Areas SOILS. OAKVILE LOAMY SAND, SHGW GREATER THAN 6' (USDA SOIL SURVEY) BUILDING AREA: 2.5 ACRES (107,910 SF) LIMITS OF PAVEMENT. 3.2 ACRES (141,151 SF) TOTAL POTENTIAL AREA OF DISTURBANCE: 26.8 ACRES (1,168,907 SF) PROJECT NARRATIVE CONSTRUCTION OF A 45 LOT CONSERVATION SUBDIVISION & SUBDIVISION ROAD 45 RESIDENTIAL LOTS & 1 - 12.2 ACRE LOT TO BE OWNED BY HOA, NAME OF RECEIVING WATERS - UNNAMED TRIBUTARY TO HUDSON RIVER EROSION & SEDIMENT CONTROL NOTES 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM SWALES AND DITCHES AND AS INDICATED ON THE PLAN. 2. SEDIMENT TRAPS SHALL CONSIST OF PREFABRICATED DAMS OR CRUSHED STONE PLACED TO FORM A PERVIOUS BARRIER IN THE SWALE OR DITCH. 3. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. 4. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS POSSIBLE TO PREVENT EROSION, AND EVERY BARE EARTH AREA SHALL BE SEEDED AND MULCHED BY OCTOBER 1st. tEMPORARY RAPID GROWTH COVER CROPSS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE STABILIZATION. 5. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. 6. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2%. ALL SWALES AND UNLINED DITCHES SHALL BE SEEDED WITH REED -CANARY GRASS FOR FOUR(4) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 POUNDS per ACRE AFTER JUNE, ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW IMMEDIATELY. 7. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY, S.W.P.P.P. REQUIREMENTS 1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH ALL REQUIREMENTS OF THE SWPPP AND REQUIREMENTS OF THE NYS DEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-0-20-001. 2. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH THE TERMS OF THE NYS DEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-0-20-001. COPIES OF THE GENERAL PERMIT ARE AVAILABLE BY CALLING DEC (518) 402-8109. 3. A NOTICE OF INTENT (NOI) MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. 4. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS COVER TO 291397-01-S13 AND THE STORMWATER MANAGEMENT REPORT. 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE THE ENGINEER CONDUCT AN ASSESSMENT OF THE SITE AND CERTIFY IN AN INSPECTION REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION, THE ENGINEER SHALL MAKE WEEKLY SITE INSPECTIONS AND INSPECTIONS WITHIN 24 HOURS OF A STORM EVENT OF 0.5 INCHES OR GREATER AND SHALL PREPARE A REPORT AS REQUIRED BY THE GP-0-20-001. 6. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE LOG BOOK, MAINTAINED ON SITE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. 7. AT COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PERFORM A FINAL INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. UPON CERTIFICATION OF COMPLETION A NOTICE OF TERMINATION (NOT) SHALL BE FILED WITH NYS DEC. MAINTENANCE 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY HAS BEEN REDUCED BY 50%. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE GOOD WORKABLE CONDITION. 3. THE CONTRACTORDU SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. 4. ANY STOCKPILES OF FILL, TOPSOIL, EXCAVATED MATERIAL SHALL BE COVERED OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. STABILIZATION 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS. 2. STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACKIFIER ON SLOPES OVER 5:1 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. ON SLOPES OVER 4:1 INSTALL EROSION CONTROL BLANKET - NORTH AMERICAN GREEN S-75 OR EQUAL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. CONSTRUCTION SEQUENCING 1. ALL ROAD AND INFRASTRUCTURE SHALL BE CONSTRUCTED WHEN GROUND IS NOT FROZEN. EROSION AND SEDIMENT CONTROLS ARE NOT DESIGNED FOR USE WHEN THE GROUND SURFACE IS FROZEN. 2. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL THE SEDIMENT CONTROL FENCING AROUND THE PERIMETER OF THE CONSTRUCTION SITE AT THE EDGE OF EXISTING NATIVE VEGETATION AND AS INDICATED ON THE PLANS AND DETAILS. 3. CONSTRUCTION SHALL BE PHASED TO LIMIT THE AMOUNT OF AREA DISTURBED AT ANY ONE TIME. PHASE 1 WILL BE THE CONSTRUCTION OF THE SUBDIVISION INFRASTRUCTURE FOR THE ROAD (8.4 ACRES OF DISTURBANCE). PHASE 2 WILL BE CLEARING OF THE INDIVIDUAL HOUSE LOTS. NO MORE THAN 6 LOTS OR 5 ACRES SHALL BE CLEARED AT A TIME. OPEN AREAS SHALL BE TEMPORARILY STABILIZED BEFORE ADDITIONAL CLEARING RESTARTS. PHASE 3 SHALL INCLUDE CREATING THE PARK .AREA & INDIVIDUAL LOT CONSTRUCTION. NO MORE THAN 5 ACRES SHALL BE CLEARED AT ANY TIME DURING THIS PHASE. 4. ROADWAY AND UTILITY CONSTRUCTION SHALL BE SUBSTANTIALLY COMPLETED AND STABILIZED PRIOR TO THE CLEARING OR DISTURBANCE OF ANY MORE THAN ONE HOUSE SITE. AT NO TIME DURING THE CONSTRUCTION SHALL THE TOTAL DISTURBED AREA BE MORE THAN 5 ACRES. 5. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS AS DETAILED IN THE LOCATION OF THE PERMANENT ROADWAY ENTRANCE. 6. TEMPORARY SILT BASINS ARE TO BE CONSTRUCTED IN THE LOW POINTS OF THE PROPOSED SUBDIVISION ROAD. THESE BASINS SHALL BE LOCATED ALONG THE PROPOSED ROAD, BUT NOT WITHIN THE AREA OF THE PROPOSED PAVEMENT. THEY SHALL COLLECT STORMWATER RUNOFF FROM ALL AREAS OF PROPOSED ROAD AND UTILITY CONSTRUCTION. BASINS SHALL HAVE A MINIMUM VOLUME OF 3,600 CUBIC FEET FOR EACH ACRE OF TRIBUTARY AREA. BASINS SHALL ALLOW COLLECTED WATER TO FILTER INTO THE EXISTING SANDY SOIL. IF NECESSARY CLEAN SEDIMENT OUT OF BASINS TO MAINTAIN THEIR INFILTRATIVE CAPABILITY. 7. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY ROCK CHECK DAMS BETWEEN TEMPORARY SILT BASINS CHECK DAMS SHALL BE CONSTRUCTED AS PER THE DETAIL ON DWG. S-7. 8. CONSTRUCTION OF THE SUBDIVISION INFRASTRUCTURE CAN THEN PROCEED INCLUDING: GRADING AND PLACEMENT OF FILL, INSTALLATION OF ALL UNDERGROUND UTILITIES, INSTALLATION OF STORM DRYWELLS AND STORM SEWERS, AND ROADWAY CONSTRUCTION. 9. FOLLOWING COMPLETION OF THE STORM DRYWELLS, THE CONTRACTOR SHALL INSTALL SILT FENCE UPSTREAM OF THE DRYWELLS AND INSTALL FILTER FABRIC UNDER THE GRATES TO PREVENT STORMWATER AND SILT FROM ENTERING THE DRYWELLS UNTIL THE ROAD PAVEMENT IS COMPLETE AND ROADSIDE AREAS HAVE BEEN TOPSOILED, SEEDED AND GRASS IS ESTABLISHED. 10. FOLLOWING COMPLETION OF ALL PLANTING AND THE ESTABLISHMENT OF ALL GRASS AREAS, REMOVE ANY COLLECTED SEDIMENT, REMOVE THE SEDIMENT CONTROL FENCING, REMOVE ANY DEBRIS FROM THE PERIMETER OF THE SITE AND DISPOSE OF ALL WASTE MATERIAL IN A LEGAL MANNER. CHANNEL CHECK DAM SLOPE SPACING 1 - 2% 50' 3 - 4% 25' 5 - 6 % 17' 7 - 8% 13' 9 - 10% 10' 11 - 12% 8' EROSION CONTROL IMPLEMENTATION SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE ENIT RE PROJECT (REMOVE SEDIMENT CONTROL PRIOR TO CLEARING AND AFTER FINAL SITE STABILIZATION FENCE SOIL DISTURBANCE AND VEGETATION ESTABLISHMENT) STABILIZED CONSTRUCTION PRIOR TO INITIAL SOIL EN11KE PROJECT (REMOVE PRIOR ENTRANCE DISTURBANCE TO FINAL DRIVEWAY FIN15IFING) DURING INITIAL SITE GRADING UNTIL FINAL SITE GRADING AND SEDIMENT TRAP 4 EXCAVATION CONSTRUCTION OF ROAD 4 DRYWELLS TEMPORARY SEEDING UNTIL FINAL GRADING AND 4 MULCHING AFTER INITIAL SITE GRADING VEGETATION ESTADLIStiMFNT AFTER SEDIMENT REMOVE AFTER FINAL STONE CHECK DAMS TRAPS ARE COMPLETE SITE STABILIZATION AND VEGETATION ESTABLISHMFNI SEEDING 4 OTHER VEGETATION An [Fk FINAL SITE GRADING PERMANENT STABILIZATION NOTE: EROSION AND SEDIMENT CONTROLS DEPICTED HEREON ARE INTENDED TO PROVIDE A GENERAL UNDERSTANDING OF THE REQUIRED WORK. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED DURING CONSTRUCTION AND WILL BE EMPLOYED AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION FROM DISCHARGING THE SITE. N VIEW LOMNG UPSTREM NOTE: KEY STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 18" TO PREVENT OVER FLOW ---- i FLOW AROUND DAM. SECTION A - A ROCK CHECK DAM TAX MAP # 301.18-2-1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 2023576301 Instr # 2023-3000023 05/17/2023 10:46:08 AM 1 Pages MAP Pamela J. Vogel, Warren Co Clerk FILED 3 - FINAL NYSDOH APPROVAL 04/24/23 2 - - - ISSUED TO PLANNING BOARD - FINAL SUBDIVISION APPLICATION 10/17/22 1 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 7/13/22 0 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 12/15/21 No. Revisions Date CONCRETE TRUCK WASHOUT AREA DETAIL STORMWATER POLLUTION PREVENTION PLAN prepared for: r, jw Cerrone Land Holdings, LLC Upper Sherman Avenue NEW YORK STATE DEPARTMENT OF HEALTF: u °� Glens Falls District Office Town of Queensbury, Warren COunt)/, NY RRfnr to first sheet for approved date and signature j Drawn: TRC Checked: GTH Scale: 1 "=100' Date: 09/15/21 169 Haviland Road ALTERATIO MENT EXCEPT A6Queensbury, NY 12804 ��� ��^ 0 � � BY A LICENSED PROFESSIONAL ENGINEER (�18) 7a�_n3n7 Phr,-,, _ADS. III 111 .. ... u�i� oom M viM '00 �n +a +"t Cngin +'? M) a > ¢W ¢w NW hW p> ¢W V~W » » a- L a s » 0- a. 480 75,00Vc -1.50% 391,67S➢ 1.00% 30.00K-Val 475 470 465 00% 460 NEW FIRE HYDRANT / '- — — — — — - --" --- ---------------- __ _ NEW FIRE HYDRANT -1,50% — -- — -- — _ _ _ 1,00% 455 _ -' -- — -� DRYWELL #9 t- # 10 DRYWELL # 1 1 * # 1 2 STA I I +50 STA 14+50 450 NEW VALVE CLUSTER RIM ELEV 46 I. 10 RIM ELEV 464. I O 12 X 6 X 12 TEE WITH 6" DIP WATER LINE DRYWELL #7 t- #8 2 - 1 2" VALVES 16" VALVE STA 8+50 445 RIM ELEV 458. 10 DRYWELL # 1 #2 DRYWELL #3 #4 DRYWELL #3A #4A DRYWELL #5 * #6 STA 2+50 STA 4+00 STA 4+ 15 STA 5+50 440 RIM ELEV 455.85 RIM ELEV 453.83 RIM ELEV 453,83 RIM ELEV 455. 10 2' X 2' STONE TRENCH DETWN DRYWELLS AS PER 5-3 435 DRYWELL DETAIL ON 5-8 430 O U) OO1 0 0 ON O Ln 0 0 O V ON O U1 O01 p 0 ON O Lr1 COO I\ 00 O V- I\I\ I\*-+ *-i U) *-i V 00 U) 1001 �-+ � O U1 M V 0001 N U) O U1 .-i Ln Ul V rn U) M U) 1\� O U1 N U1 '0 U) O Ln O U1 O Ln 00 Ln Cp L!1 p U) Lr1 p Lr1 I\ Ln U1 O0 N V- *-i01 O01 00 V- N01 N V O01 O V 1001 f\ V V 01 01Nv tipl ko Nt I\� 01 01 Ln 01 dl Lr1 O1 06 Oi Ln U1 U1 Q1 l6 U7 U> 01 �6 U7 01 L(j Op V I\ U1 I\ V Lr1 �6 V U) 1p Lfj U7 L(i Lr1 V tp tp 1p L+1 U) O rV rYi c0 rV 01 ry Oi H O 14 O i *-i 14 14 ry rN r`M N r'M r`'i Lli C�i l6 V 06 V to Ln O Lf1 to to to U1 O ko to to to �0 l0 to to tp to to to k0 to ko 110 t0 tp to o Ln o LO O n o n O Ln O Lf) o U-) 0 In o U) o In O U-) o n o Ln O LO O Ln o n O o o IRr o CU Ln r\ O (U Ln I\ o (U Ln I\ O CU Ln I\ O CU Ln r- O (U In o Ln O LO o LO Ln o Ln o Ln O Ln o Ln O o Ln O LC7 0 o O o O o +o + + + + I\ (U $ (U r\ + Ln I\ (U Ln I\ O (U pn I\ o In I\ O U7 LO o (U LO o (U � o CU o ® +o ++ + ± $ $ $ + + + + $ + + + + + + + + + $ + + + + + + + + + + + $ + + + + + + $ + + + + + + ($LI (U CU CU M M� M M� �t Ln Ln Ln 1,D �D �D r\ I\ I\ 00 00 (b 0� 0� O1 (P o O o o CU + + + (o In + CU(U CU C, l ('7 LO ROADWAY PROFILE HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=5' V) OD rz� �N o01 oai (ON o� in om BOND v7^ c+i�� aI� +a m nr 5 M'T al > +`a +ID +`a �v v m y NW W NW N i N a! i ~J as as as 0W 0 W NW as Boa aa(La 1.00% 75,OOVC 369,79SD -1,00% 37,50K-Val SO,OOVC -1.00% 1354.15SD -1.50% IOO,OOK-Val �-- — 1,00% ------_— —y NEW FIRE HYDRANT NEW FIRE HYDRANT — -1,50% 00% NEW FIRE HYDRANT - DRYWELL # 1 7, R MAIN 6" DIP WATER LINE STA 24+50 RIM ELEV 47'I . 10 8" DIP VALE DRYWELL # 13 # 14 DRYWELL # 15 �F# 16 DRYWELL # 19 * #20 STA 1 7+00 STA 1 7+50 STA 20+50 STA 27+50 RIM ELEV 467. 10 RIM ELEV 470. 10 RIM ELEV 468. 10 i\ Ln 01 V- U) N U1 O V' r"'1 01 O U1 to V' CO Ln 00 01 V- Ln V- Lr1 O Ln V' V' O 01 N V 1`0 41 M 01 -4 Lrl U1 V N Ln M Ln 10 O1 Co 01 U) p U1 O U1 O Lin O to M V1 00 Lr1 IN Ln N U1 O Ln N U1 to Ln M U) * + Ln O N I\ O r) Lin O O . 00 V' k0 ko O Ln O Ln I\ O f\ O O l6 n O O k6 �\ to �-i ry I\ N 00 I\ 1p I\ I\ N 06 I\ �0 N Oi I\ to V' rN M rV Gi f\ 1`0 I\ Ol 01 O V' O 01 ry cO r�'i -4 P *-i O V M N O I\ r'1 rV ®1 V' N N i� 01 iy •-i V V *-i 01 r�i +y ry O OC V " C1 V' 01 01 V' " Oi O 0) M O1 CO V' V' 0. 01 rN " V` O1 I\ O 00 al CO Oi N 00 I\ o6 � k-6 Ui V V V V V V V V V V O W V V V V V V V V V V n V V V V I\ n N I\ I\ 1\ I\ I\ f\ I\ n I\ I\ I\ I\ I\ I\ I\ I\ N O I\ to ^ O p O ko l0 l0 l0 Cp �0 �0 �o V V V V V V V V V V V V �i V V V V V V V V V V V V V V V V V- V' It V- V' V' V- O U-) O Ln O Ln O Ln O Ln O Ln O Ln O Ln O Ln O Ln O Ln O L() O Ln O O Ln O U) O Ln O Ln O Ln O Ln O In O Lrl O Ln O Ln O O Ln O Ln O O LO n O CU Ln r\ O to Ln � o CU I` o Cd Ln r`` O (U Ln r\ O (U Ln r\ o Ri In r\ o � In r, O Ln r\ o Ln r- o tU Ln r\ o (U Ln O o o n O + $ + $ + $ + $ + $ $ $ + $ + $ $ $ + $ $ + $ $ + $ $ + $ + $ + $ + $ I\ to In LO $ Ln Ln Ln Ln �D ,D ,D !\ I\ r- Co 00 00 CP 01 01 O O o o -' - CU CU $ $ M7 $ $ $ Ln $ $ $ $ $ $ $ + $ $ + + + + + CU R1 (U (U (l1 CU (U (U (U (') (U ('7 d Ln III I'D tD ,D I\ I\ 00 00 00 0� C71 CU CU CU (U (U CU CU CU (U (U (U (U CU (U CU (U CU (U CU (U (U (U M CU CU (U CU CU TAX MAP # 301.18-2-1 ROADWAY PROFILE ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED HORIZONTAL SCALE: 1 "=50' PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. VERTICAL SCALE: 1 "=5' 5 FINAL NYSDOH APPROVAL 04/24/23 4 REVISED PER NYS DOH REVIEW CMNTS 03/29/23 2023576301 Instr#2023-3000028 3 ISSUED TO PLANNING BOARD - FINAL SUBDIVISION APPLICATION 10/17/22 05/17/2023 10:46:08 AM 2 REVISED PER WATER DEPT. COMMENTS 9/20/22 _— 1 Pages MAP 1 ISSUED TO PLANNING BOARD -PRELIMINARY SUBDIVISION APPLICATION 7/13/22 Pamela J. Vogel, Warren Co Clerk FILED 0 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 12/15/21 No. Revisions Date ROAD PROFILE PLAN a .1 HOVAS RL U prepared for: Cerrone Land Holdings, LLC Dig P Safely. upper Sherman Avenue New ®York NEW YORK STATE DEPARTMENT OF HEALTH' .r '= 3;: Town of Queensbury, Warren County, NY 131ens Falls District Office Ell Call Before You DigIM Wait The Required Time Refer to first sheet for approved date and signature ,� 1-1 Drawn. TRC Checked: GTH Scale: 1 "=50' Date: 09/15/21 IIM Confirm Utility Response rr Ej Respect The Marks .: 169 Havilond Rood Dig With Care 962 ALTERATION ':'.1rMENT EXCEPT BY A LICE.NSED PROFESSIONAL Queensbury, NY 12804 Zg1 397-®1-57 ENGINEER one www.digsafelynewyork.com C Hutchins Engineering PLLC518) 745 0308Fax r7. :.r N ,,.;� T _:... w �..._....,. —,--:.�•�_ .,,_ � .� _ ._ <..� ,�_ ._. ,_, ,. <� _. s.. ue.=, _x �_. ,_ _�... .a�, .,., .,1�-,- 50'-0" RIGHT OF WAY 2'-0" 24'-0" TRAVEL LANE 2'-0" 11'-0" 10' UTIL. EASEMENT -3 1/2" ASPHALT CONCRETE -2" COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 4'-0' COMPACTED TO 95% MODIFIED PROCTOR -1 1/2" COMPACTED TOP NYSDOT ITEM 403.16 TYPE 6 COMPACTED TO 95% MODIFIED PROCTOR GRADE 6" TYP. GRADE TO DRAIN SEE GRADING RPLAN 1 /4" /FT. 1 /4" /FT. MIN. ALLOWABLE �- y SLOPE (27.) \ ELECT., CABLE TV O Ox--," TELEPHONE &GAS ,Zi I 00 ZD \ �, \ DRYWELL — LOCATIONS INDIVIDUAL DRIVEWAYS SHALL BE AS SHOWN ON PLAN GRADED TO MEET PAVEMENT ELEVATION ut \ \ �-COMPACTED SUBBASE (SEE DETAIL) COMPACTED TO 95% AT TOP OF WING. IN NO CASE SHALL I PAVED \ MODIFIED PROCTOR DRIVEWAYS BE ALLOWED TO CUT OUT WING —TYPE WING SECTION OF PAVEMENT. 0 SWALE � -- BASE COURSE — MINIMUM DEPTH 12" NYSDOT ITEM 304.05 TYPE 4 TO BE COMPACTED IN TWO LIFTS 6" 0 DIP WATER MAIN COMPACTED TO 95% MODIFIED PROCTOR z TYPICAL ROAD SECTION ml � I NOT TO SCALE o '� I m 00 N m w Q w F J ¢ w H J F J V w Ow N W >> as » as >> as -1.50% 189,29SD 2,00% 21.43K-Vat NEW FIRE HYDRANT — M-- G" DIP WATERLINE NEW 12 X G TAPPING SLEEVE WITH NEW G" VALVE DRYWELL #2 1 #22 DRYWELL #23A #24A DRYWELL #2,3 #24 DRYWELL #25 #2G 5I A .5 I +t55 n I A .SL+UU 5I A 5 +�U' RIM ELEV 4G3.85 RIM'' ELEV 4G I .93' RIM ELEV 46 1.93 RIM ELEV 464.GO 2' X 2' STONE TRENCH DETWN DRYWELLS AS PER 5-3 � DRYWELL DETAIL ON 5-8 480 475 470 465 460 455 450 445 440 435 430 O O rV U) Ln O rV Lf) Ill-O " CO L) Lit Ln `D Ln" 4) rh Lf 01 t\ C1 � ry I\ fit- rV I O r1i Ln 0� r4 01 O 0� 1t' O> 00 01 `D Ln U) -,I- 'tl- V_ M M . rn N rn rV rn ry I- r`' LD d- N Ln h kO l0 to LD %.D k�D k,D CD n CD In CD n CD n p in CD Ln CD Ln CD in CD n CD In p to p Ln I-- CD cU n I` CD cU n i CD (u n I` CD CU in I\ CD CU Ln I` CD m m CD® CDcU CU cU CU M M M 1 n CU (U M M M M(D () C 0 !''') M C' ; C 1 M M M (3 M C) M ROADWAY PROFILE HORIZONTAL SCALE: 1 "=50' SANITARY MAIN/SERVICE LATERAL / STORM DRAIN VERTICAL SCALE: 1 "=5' PLACE JOINTS EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATERMAIN JOINTS. WELL - GRADED GRANULAR BEDDING r- WATER MAIN WATER MAIN 00 ---A- 45- BENDS (TYP.) DUCTILE IRON WATER - FULL LENGTH � OF PIPE WITH ANCHOR FITTINGS MAIN OR COPPER CENTERED ON CROSSING OR THRUST BLOCKS. SERVICE LATERAL (WHERE NORMAL ALIGNMENT ELEVATION DOES NOT PERMIT 18" VERTICAL SEPARATION) SANITARY / STORM DRAIN -- WATER CROSSING DETAIL EXISTING 12' MAIN -- EXIST. GROUND ADJUSTABLE VALVE Box FINISHED 0 o z zl' VARIES m (4' MAX) itl o BOXLOK VALVE BOX CORPORATION ALIGNMENT DEVICE 6" M.J. GATE VALVE EXISTING 12* MAIN `--12' X 6' TEE MATH NEW 12' VALVES ON ETHER SIDE OF TEE ON EX MAIN CONNECTION TO EXISTING WATER MAIN W/ VALVE CLUSTER NOT TO SCALE NOTES: VALVES ARE TO BE RIGHT TURN OPEN AND SHALL HAVE VALVE ALIGNERS ALL CURBOXES ARE TO BE STAINLESS STEEL STEMS NOTIFY ENGINEER OF WATER SERVICE INSTALLATION PRIOR TO BACKFILLING WATER SERVICE EXIST. GROUND 3' — V-0' NEW HYDRANT ASSEMBLY PER QUEENSBURY WATER _ ADJUSTABLE DEPARTMENT STANDARD VALVE BOX SHALL BE MUELLER SUPER CENTURION OR CLOW EDDY 2640 AND MEET THE 10 STATE RECOMMENDED STANDARDS FOR WATER WORKS FINISH GRADE BOXLOK VALVE BOX ALIGNMENT DEVICE 6" M.J. GATE VALVE PLUG HYDRANT DRAIN WHERE SEASONAL HIGH GROUNDWATER IS SHALLOWER THAN 7 FT. HYDRANTS WITH PLUGGED WEEP HOLES SHALL BE DETERMINED BY THE TOWN WATER DEPT. AND SHALL BE TAGGED NEW 12' X B' TAPPING SLEEVE WITH A BRASS TAG INDICATING "WEEP HOLE IS PLUGGED" CONNECTION TO EXISTING WATER MAIN W/ TAPPING SLEEVE NOT TO SCALE NOTES: VALVES ARE TO BE RIGHT TURN OPEN AND SHALL HAVE VALVE ALIGNERS ALL CURBOXES ARE TO BE STAINLESS STEEL STEMS NOTIFY ENGINEER OF WATER SERVICE INSTALLATION PRIOR TO BACKFILLING WATER SERVICE LAWN AREA - I 1r 4W. FILTER FABRIC--____ ABRIC A MIRAR 14ON OR EQUAL 7� STONE FILLED INFILTRATION BED WITH 3/4--3- WASHED CRUSHED STONE NATIVE SOILS—% - STORM TECH 310 - HEAVY DUTY CHAMBER s FT NX BY 20 FT Lowe STME AREA QTY PER PLAN TYPICAL HOUSE ROOF INFILTRATION TRENCH NOT TO SCALE NOTES: INFILTRATION TRENCH FOR GUTTERED REAR ROOFS OF LOTS 15 — 20 HEAVY DUTY PRECAST COVER w/ECCENTRIC HOLE. USE ROTATION OF COVER TO ADJUST fr OF GRATE V TO MATCH r_ OF WING SWALE. ON SIDE OF ROAD ADJACENT TO WATER MAIN _ USE ECCENTRIC COVER TO LOCATE DRYWELL AS FAR AWAY FROM WATER MAIN AS PRACTICAL -COVER do DRYWELL RATED FOR H-20 LOADING HEAVY DUTY MANHOLE FRAME do GRATE MODEL 5419 BY EJCO CASTINGS \ MAX. 6' PRECAST CONC. ADJUSTMENT WING SWALE / 1 1 8' DIA. PRECAST CONCRETE DRYWELL - iv c 0 0 FORT MILLER OR EQUIVALENT E C PRECAST CONCRETE FOOTING 10' DIA. WRAP PIPE & STONE FILTER FABRIC BEFORE DRYWELL DETAIL SEASONAL HIGH GROUNDWATER O�Q i GRADE AT UNPAVED z AREAS RESTORE TURF II,IIIIII IIIII_' o ACCESS PLUG rc I' IN GRASS AREAS FLUSH WITH PAVEMENT III TOP CASTING MACHINE BACKFlLL W/ z SERVICE BOX NATIVE MATERIAL CURB STOP EXCAVATE TRENCH WIDTH o COMPACT MINIMUM WIDTH EQUAL z IN 1'-O" LIFTS o BOXLOK VALVE BOX TO PIPE PLUS 2.0 FT. (4' MAX SIZE) To ALIGNMENT DEVICE 5 TO 95% MODIFIED WATER LINE c0i $ PROCTOR TO HOUSE ALL SERVICES SHALL BE METERED z IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT STANDARDS io \o WATER MAIN SOLID CONC. BLOCK TYPE K COPPER TUBING 314" FOR SERVICE LESS THAN OR EQUAL TO 100' OR REQUIRED FOOT PIECE m �� 1 FOR SERVICE OVER 100' — SELECT GRANULAR MATERIAL (1OOX PASSING 2') TO 16' ABOVE PIPE. CURB STOP WITH BOX -, "AND BAQKFILL, 6• LIFT. NOT TO SCALE PIPE- ^ — BEDDING 6" DEPTH, SAND, GRAVEL OR CRUSHED STONE (TO 1-1/2') NOTES. VALVES ARE TO BE RIGHT TURN OPEN AND SHALL HAVE VALVE ALIGNERS AT CONCRETE WALKS AND CURBS, SAWCUT EDGES AND REPLACE To MATCH EXISTING. ALL CURBOXES ARE TO BE STAINLESS STEEL STEMS NOTIFY ENGINEER OF WATER SERVICE INSTALLATION PRIOR TO BACKFILLING WATER SERVICE WATER PIPE. EXCAVATION & BACKFILL DETAIL NOT TO SCALE 3`0' 6" I VALVE BOX --- /2 CRUSHED STONE BOXLOK VALVE BOX - ALIGNMENT DEVICE 6' M.J. GATE VALVE-NRS Q 5'-6" MIN. COVER M.J. ANCHORING COUPLING M.J. ANCHORING PIPE — TYPICAL HYDRANT INSTALLATION NOT TO SCALE NOTES: HYDRANTS AND VALVES ARE TO BE RIGHT TURN OPEN AND SHALL HAVE VALVE ALIGNERS ALL CURBOXES ARE TO BE STAINLESS STEEL STEMS NOTIFY ENGINEER OF WATER SERVICE INSTALLATION PRIOR TO BACKFILLING WATER SERVICE NOTE WATER MAIN PIPE SHALL BE CLASS 52 DIP & BE WRAPPED OR ZINC COATED LESS THE WRAPPING. MEGA LUGS SHALL BE USED FOR ALL FITTINGS. BLUE BOLTS SHALL BE USED ON ALL FITTINGS. ALL WATER MAIN INSTALLATION TO BE IN CONFORMANCE WITH THE DESIGN & CONSTRUCTION STANDARDS OF THE TOWN OF QUEENSBURY WATER DEPARTMENT. CONTACT THE WATER DEPARTMENT PRIOR TO COMMENCING ANY CONSTRUCTION OF WATER UTILITIES. ALL MATERIALS SHALL HAVE SUBMITTAL PACKETS FOR REVIEW & APPROVAL BY THE TOWN OF QUEENSBURY WATER DEPARTMENT. PIPE LEAKAGE TESTING & DISINFECTING WATER MAINS SHALL BE WATER TESTED IN ACCORDANCE WITH THE MOST CURRENT VERSION OF AWWA C600 -93-SECTION 4, AT 1.5 TIMES DESIGN WORKING PRESSURE FOR A MINIMUM PERIOD OF 4 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY THE MOST CURRENT VERSION OF AWWA C600. WATER MAIN SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE WITH NEW YORK STATE DOH STANDARDS AND THE MOST CURRENT VERSION OF AWWA C651-92 PRIOR TO PRESSURE TESTING. THE TABLET METHOD OF DISINFECTION CONTAINED IN AWWA-C-651 MUST NOT BE USED. PROVIDE SILT FENCE AROUND CATCH BASIN AND FILTER FABRIC UNDER COVER UNTIL PAVEMENT IS PLACED AND GROUNDCOVER CONCRETE HAS BEEN ESTABLISHED IN R.O.W. OUND LE X VE WITH dG STEM NOTE: VALVE BOX IS NOT TO REST ON VALVE OR PIPE LINE. VALVE INSTALLATION DETAIL NOT TO SCALE NOTES: VALVES ARE TO BE RIGHT TURN OPEN AND SHALL HAVE VALVE ALIGNERS ALL CURBOXES ARE TO BE STAINLESS STEEL STEMS NOTIFY ENGINEER OF WATER SERVICE INSTALLATION PRIOR TO BACKFILLING WATER SERVICE HORIZONTAL FITTINGS BEARING AREA (SQ. FT.) FOR SOIL BEARING CAPACITY OF 2000 PSF 45' OR SMALLER 90° BEND TEES, PLUGS, CAPS AND HYDRANTS PIPE SIZE (INCHES) B" AND 3 5.5 a SMALLER BEARING AREA - ON UNDISTURBED BAGKFlLL WITH NATIVE SOIL & TOPSOIL • ❑�r,R�NG AREA NOTES - THIS SCHEDULE IS BASED ON 200 PSIG INTERNAL PRESSURE AND A SOIL BEARING CAPACITY OF 2000 PSF NOTIFY ENGINEER IF DIFFERING SOIL CONDITIONS ARE ENCOUNTERED. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 500 OF NYSDOT STANDARD SPECIFICATIONS, AND SHALL BE CLASS B. MECHANICAL JOINT CAP 0 v 0o j q o a BEND DEAD END TYPICAL THRUST BLOCK DETAILS NOT TO SCALE BEARING AREA TEE CONCRETE PROVIDE 10" PVC SLEEVE 10 FT EITHER SIDE OF DRYWELL TAX MAP # 301.18-2-1 OVER DIP WATERLINE WITH FERNCO 10" TO 6" PIPE SLEEVE /8" ON END OF PVC SLEEVE ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PERFORATED EQUALIZATION PIPE PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. IN A 2 FT X 2 FT STONE INFILTRATION TRENCH TO BE SET LEVEL - USE DETAIL FOR TRENCH BETWEEN DRYWELLS 3/4 & 3A/4A AND 23/24 & 23A/24A 5 FINAL NYSDOH APPROVAL 04/24/23 LINE EXCAVATION WITH - FILTER FABRIC BEFORE 4 REVISED PER NYS DOH REVIEW CMNTS 03/29/23 PLACING STONE STONE FILL SHALL CONFORM TO 2023576301 Instr # 2023-3000028 3 ISSUED TO PLANNING BOARD - FINAL SUBDIVISION APPLICATION 11 14 22 / / NYSDOT STANDARD SPEC. SECTION 703-02, COURSE AGGREGATE TYPE 3 } 05/17/2023 10:46:08 AM 2 REVISED PER WATER DEPT. COMMENTS 9 20 22 / / COMPACT IN 8" LIFTS 1 Pages 1 ( } MAP 1 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 7/13/22 Pamela J. Vogel, Warren Co Clerk FILED 0 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 10/15/21 NOTE NOT TO SCALE INSTALL TRENCH BETWEEN DW 3A & 4A WITH DW 3 & 4 AND DW 23A & 24A WITH DW 23 & 24 AS PER S-3 GRADING PLAN Dig OSafely. � NewrWork NIEW YORK STATE DEPARTMENT �T OF HEAL - E3 Call Before You Dig Glens Falls District Office 0 Wait The Required Time 0 Confirm Utility Response Refer to first sheet for approved date and signaturF Respect The (Narks El Dig With Care 800-962-7962 www.digsafelynewyark.com No. Revisions Date ROAD & UTILITY DETAILS PLAN THOMAS R. prepared for: Cerrone Land Holdings, LLC Upper Sherman Avenue 1 Town of Queensbury, Warren Coun IVY Drawn: TRC Checked: GTH Scale: NOTED Date: 09/15/21 169 Hovilond Road ALTERATIO _� ENT EXCEPT Queensbury, NY 12804 ��� �7��®� —J(� BY A LICENSED "tE SIONAL ENGINEER (518) 745-0307 Phone j-� IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC r91Ri 7A'--n.30R imaY -.;a r _ ,.�*•..:_ :,.,e.,a,.:._ �. __.. _ ;t;dWlEl�lc �Sr,aN-,::,,-.. _. _.:.. .:,,#;::;,: _A IJ FV PHASE 2 - DISTURBANCE NO MORE THAN 6 LOTS OR 5 ACRES ��, NO I SHALL BE CLEARED AND GRADED AT ANY TIME - SHALL BE CLEAT Ono AREA MUST BE TEMPORARILY STABILIZED BEFORE / AREA MUST BE TEMP Now NORTHWEST SHEET NEXT SECTION IS STARTED SOUTHWEST SHEET , logo 9Z Js\\ 42 4G 43 rj PHASE 3 - DISTURBANCE ti °' ��I HY N � ° � `' �I/� POCKET PARK TO BE CONSTRUCTED WHEN PHASE 2 DISTURBANCE HAS BEEN TEMPORARILY �i STABILIZED 44 Y I/ = ' A ® A 10 1► ° �, x I TYP. W ER LINE PIPE SLEEVE yi 2p % SEE DRY ELL DETAIL ON S- 8 °° 0 32 CLUSTER MAIL BOX WIT ROAD SIDE PAR CE PHASE 2 - DISTURBANCE NO MORE THAN 6 LOTS OR 5 ACRES SHALL BE CLEARED AND GRADED AT ANY TIME 4 El I AREA MUST BE TEMPORARILY STABILIZED BEFORE 00045 •dig' NEXT SECTION IS STARTED - ® ° ° woo 000 pw i 4 6 - HYDRAN ���� ♦ 2023576301 -- _ c 1 Instr # 2023-3000028 6" DIP WATER LINE o 05/17/2023 10:46:08 AM 1 Pages b MAP Pamela J. Vogel, Warren Co Clerk FILED w � W NOTE: ALL AD]ACENT PARCELS ARE SERVED BY THE PHASE 1 -TEMPORARY SEDIMENT BASINS] I � �' r H ,�� � NEW PORK STATE DEPARTMENT OF HEALTI' TOWN OF QUEENSBURY CONSOLIDATED WATER DISTRICT 1 , %"/ Glens Falls District office CONSTRUCTION p`� ��'`"'' Defer to first sheet for approved date and signature 7 PHASE 1 - DISTURBANCE i ENTRANCE 8.4 ACRES TOTAL W NEW 6" X 12" TAPPING SLEEVE W1 NEW 6" VALVE TAX MAP # 301.18-2-1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 3 FINAL NYSDOH APPROVAL 04/24/23 2 ISSUED TO PLANNING BOARD - FINAL SUBDIVISION APPLICATION 10/17/22 1 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 7/13/22 SOUTHWEST SECTION PLAN 0 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 12/15/21 SCALE. 1"=50' No, Revisions Date GRAPHIC SCALE{,. SOUTHWEST PARTIAL GRADING PLAN 25 0 12.525 50 100 rrKA" IL prepared for ( IN FEET ,�t. Cerrone Land Holdings, LLG a Dig Safely, Upper Sherman Avenue NeWIYorkTown ofQueensbury, Warren County, NY 0 Call Before You Dig El Wait The Required Time 02M•1 Drawn: TRC Checked: GTH Scale: 1"=50' Date: 09/15/21 E] Confirm Utility Response 0 Respect The marks 169 Havlland Road 0 Dig With Care ALTERATION ( UMENT EXCEPT_fbQueensbury, NY 12804 ��7�� n —�^ R00-962-���i BY A LICENSED PROFESSIONAL ENGINEER /S1R� 7q.�—n3n7 phrZra j 0 j > _ _ —, - -. - ti utw CIF . rsls,:., i�F..:; - _ s ..4. zexx+ Dig Safely. New�York 0 Call Before You Dig 0 Wait The Required Time Ell Confirm Utility Response Il Respect The Marks 0 Dig With Care 800-962.9 , 2 SH AREA A 455� NORTHWEST SECTION PLAN SCALE: 1 "=50' 3 GRAPHIC SCALE 2 25 0 12.525 50 100 1 IN FEET) 0 No. 2023576301 1 )� cr!:� ) Pamela J. Vogel, Warren Co Clerk Instr # 2023-3000028 05/17/2023 10.46:08 AM 1 Pages MAP FILED NEW YORK STATE DEPARTMENT OF HEAL''+ - Glens Falls District Office Refer to first sheet for approved date and signature TAX MAP # 301.18-2-1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. FINAL NYSDOH APPROVAL ISSUED TO PLANNING BOARD - FINAL SUBDIVISION APPLICATION ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION Revisions 04/24/23 10/17/22 7/13/22 12/15/21 Date NORTHWEST PARTIAL GRADING PLAIN prepared for: Corrono Land Holdincgs, LLG Upper Sherman Avenge Town of Queensbury, Warren County, NY Drawn: TRC Checked: GTH I Scale: 1"=50' Date: 09/15/21 169 Hoviland Road Queensbury, NY 12804 91397-01 —Sl 0 �518) 745-0307 Phone Hutchins Engineering PLLC 518 9 9 745 0308 Fax r ) � ALTERATION OOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER ASINS LINE VALVE UDUAL LOT )TURBANCE NORTHEAST SECTION PLAN SCALE: I "=50` GRAPHIC SCALE 25 0 12.525 50 100 ( IN FEET ) Dig Safely. NewOYork El Call Before You Dig E] Wait The Required Time 0 Confirm Utility Response 0 Respect The Marks Dig With Care 800.962-7962 www digsafelynewyork.com 5 ACRES RADED AT ANY TIME SLY STABILIZED BEFORE 2023576301 Pamela J. Vogel, Warren Co Clerk Instr # 2023-3000028 05/17/2023 10:46:08 AM 1 Pages MAP FILED NEW YORK STATE DEPARTMENT OF HEALTF-, Glens Falls District Office Refer to first sheet for approved date and signaturF TAX MAP # 301.18-2-1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 3 FINAL NYSDOH APPROVAL 2 ISSUED TO PLANNING BOARD — FINAL SUBDIVISION APPLICATION 1 ISSUED TO PLANNING BOARD — PRELIMINARY SUBDIVISION APPLICATION 0 ISSUED TO PLANNING BOARD — PRELIMINARY SUBDIVISION APPLICATION No. Revisions 04/24/23 10/17/22 7/13/22 12/15/21 Date NORTHI AST PARTIAL GRADING PLAN TrK3ItAS R prepared for: CENrr_"�,, ffl- Cerrone Land Holdings, LLC Upper Sherman Avenue Town of Queensbury, Warren County, IVY =aw}r Drawn: TRC Checked: GTH Scale: 1"=50' Date: 09/15/21 �i 169 Haviland Road ALTERATION OF T"DOCUMENT EXCEPT �?ueensbury, NY 12804 �• BY A LICENSED PROFESSIONAL_ ENGINEER /�zR1 7A1291397-01l`� �—n7n7 �tinno DL v Enq - -s .: - f big Osateiy. NewWork 0 Call Before You Dig E7 Wait The Required Time 0 Confirm Utility Response [ Respect The (Narks E] Dig With Care 800-962-7962 SCALE: 1---50" GRAPHIC .SCALE 25 0 12.525 50 100 ( IN FEET ) ALTERATION -7wT'KS- DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 2023576301 Pamela J. Vogel, Warren Co Clerk Instr # 2023-3000028 05/17/2023 10:46:08 AM 1 Pages MAP FILED TAX MAP # 301.18-2-1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 3 FINAL NYSDOH APPROVAL 04/24/23 2 ISSUED TO PLANNING BOARD - FINAL SUBDIVISION APPLICATION 11/14/22 1 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 7/13/22 0 ISSUED TO PLANNING BOARD - PRELIMINARY SUBDIVISION APPLICATION 12/15/21 No. Revisions Date SOUTHEAST PARTIAL GRADING PLAN prepared for: Cerrone Land Holdings, LLC Upper Sherman Avenue Town of Queensbury, Warren County, NY Drawn: TRC I Checked: GTH Hutchins Engineering PLLC Scale: 1"=50' 169 Hoviland Road Queensbury, NY 12804 (1518) 745-0307 Phone (518) 745-0308 Fax Date: 09 /15 1397-01-S12 -AF-- :<: ,.; 1�1 w ;.ter, _ _. _, _,,. =z a -ram �w f Dig 'Safely. New York E7 Call Before You Dig E7 Wait The Required Time Confirm Utility Response t ] Respect The Marks E] Dig With Care 800-962-7962 www.digsafelynev.ryork.com EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL NOTES DISTURBANCE PHASES BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE • PHASE 1 — TOTAL DISTURBANCE FOR PHASE 1 IS 8.4 INSTALLED AS SHOWN ON THE PLAN. ACRES. THE AREA TO BE DISTURBED FOR THE NEW AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM SUBDIVISION LOOP ROAD AND GRADED OUT TO THE EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL LOT FRONT SETBACK LINE. PHASE 2 SHALL NOT MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT COMMENCE UNTIL PHASE 1 DISTURBANCE HAS BEEN ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. TEMPORARILY STABILIZED. " TEMPORARY RAPID GROWTH COVER CROPS FOR THE SEDIMENT CONTROL • PHASE 2 — TOTAL DISTURBANCE SHALL NOT EXCEED AREAS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY 6 LOTS OR A TOTAL OF 5 ACRES AT ANY TIME. THE SURFACE STABILIZATION DURING THE CONSTRUCTION PHASES, APPLY AT AREA TO BE DISTURBED SHALL BE LIMITED TO THE A RATE OF 35—LBS PER ACRE. AREA FROM THE LOT FRONT SETBACK LINE TO THE ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN — APPROXIMATE REAR OF THE PROPOSED HOUSE PAD 7—DAYS OF COMPLETION OF WORK 1N THE AREA. ONLY AREAS WHICH LOCATIONS. THE DISTURBED AREAS SHALL BE ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN PHASE 2 - DISTURBANCE NO MORE THAN 6 LOTS O 5 ACRES TEMPORARILY STABILIZED PRIOR TO COMMENCING 7—DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED SHALL BE CLEARED AND DEDATANYTIME ADDITIONAL LOT CLEARING SECTION. AND MULCH SHALL BE INSTALLED. AREA MUST BE TEMPORAR LYSTABILIZED BEFORE" PHASE 3 — TOTAL DISTURBANCE SHALL NOT EXCEED NEXT SECTION IS ST -- 5 ACRES AT ANY TIME. THE AREA TO BE DISTURBED TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT SHALL BE LIMITED TO THE POCKET PARK AREA CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND PPF CONSTRUCTION AND INDIVIDUAL LOT DISTURBANCE. MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 24—HOURS. WINTER STABILIZATION STANDARDS DURING FINAL SITE GRADING, REMOVE ALL ACCUMULATED SEDIMENT, SCARIFY SUBSOILS AND PERFORM SOIL RESTORATION TECHNIQUES OVER SPECIFIED AREAS. IPF STANDARD AND SPECIFICATIONS FOR • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & WINTER STABILIZATION APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED perimeter and sensitive locations. Silt fence and other EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR practices requiring earth disturbance must be installed before the ground freezes. AN EXTRA HEAVY LAYER OF MULCH. 7. Soil stockpiles must be protected by the use of 0 ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM established vegetation, anchored straw mulch, rolled PF stabilization matting, or other durable covering.A OF 80% OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWING barrier must be installed at least 15 feet from the toe of the stockpile to prevent soil migration and to capture REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. l Imse soil. S. In areas where soil disturbance activity has temporarily • THE CON TRA C TOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A or permanently ceased, the application of soil stabilization measures should be initiated by the end of DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND the next business day and completed within three (3) days, Rolled erosion control blankets must be used on DISPOSE OF LEGALLY. all slopes 3 horizontal to I vertical or steeper. I PF Definition & Scope 4. If straw mulch alone is used for temporary stabilization, it shall be applied at double the standard A temporary site specific, enhanced erosion and sediment rate of 2 tons per acre, making the application rate 4 control plan to manage runoff and sediment at the site during tons per acre. Other manufactured mulches should be water resources. activities in the winter months to protect off -site applied at double the manufacturer's recommended STANDARD SPECIFICATIONS FOR SEDIMENT BASIN water resources. rate Conditions Where Practice Applies 10. To ensure adequate stabilization of disturbed soil in DEFINITION advance of a melt event, areas of disturbed soil should This.standard applies to all construction activities involved be stabilized at the end of each work day unless: A TEMPORARY BARRIER OR DAM CONSTRUCTED ACROSS A DRAINAGE WAY OR AT with ongoing land disturbance and exposure between PF November15'tothefollowingAprilla. a work will resume within hours inthe same area and no precipitation is forececast or; OTHER SUITABLE LOCATIONS TO INTERCEPT SEDIMENT LADEN RUNOFF AND TO DesiLm Criteria b. the work is in disturbed areas that collect and TRAP AND RETAIN THE SEDIMENT. retain runoff, such as open utility trenches, SCOPE I. Prepare a snow management plan with adequate storage foundation excavations, or water management for snow and control namannernotwater, rectingong ongoing areas. THIS STANDARD APPLIES TO THE INSTALLATION OF TEMPORARY SEDIMENT BASINS snow to be stored in a manner not affecting ongoing NORTHEAST construction activities. 1.1. Use stone paths to stabilize access perimeters of ON SITES WHERE: SHEET buildings under construction and areas where 2. Enlarge and stabilize access points to provide £or snow construction vehicle traffic is anticipated. Stone paths — FAILURE OF THE STRUCTURE WOULD NOT RESULT IN LOSS OF LIFE, DAMAGE TO PPF management and stockpiling. Snow management should be a minimum 10 feet in width but wider as activities must not destroy or degrade installed erosion necessary to accommodate equipment. HOMES OR BUILDINGS OR INTERRUPTION OF USE OR SERVICE OF PUBLIC and sediment control practices. Maintenance ROADS OR UTILITIES. 50 3. A minimum 25 foot buffer shall be maintained from all — THE DRAINAGE AREA DOES NOT EXCEED 100—ACRES perimeter controls such as silt fence. Mark silt fence The site shall be inspected frequently to ensure that the with tall stakes tha t are visible above the snow pack. erosio n and sediment contro l plan is performing its win ter THE BASIN IS TO BE REMOVED WITHIN 36—MONTHS AFTER THE BEGINNING OF stabilization function. If the si te to will not have earth 4 disturbing activities Edges of disturbed areas that d t w ongoing Burin the "winter g ram o, aterbody within $ g g g ter season", all CONSTRUCTION. 100 f will h bare exposed sot feet have 2 rows of silt fence, 5 I must be stabilized b established fnc, feet P p y matting PERMANENT SEDIMENT BASINS OR TEMPORARY BASINS EXCEEDING CLASS 1 AND 2 installed vegetation,s w or all don the contour.straw other acceptable mulch matting, ro ck, or other PPF approved material pp a such as rolled erosion control 5. Drainage structures must be kept open and free of snow products. Seeding of areas with mulch cover is preferred REQUIREMENTS OR STRUCTURES THAT TEMPORARILY FUNCTION AS FUNCTION AS A and ice dams. All debris, ice dams, or debris from but seeding alone is not acceptable for proper stabilization. plowing operations, that restrict the flow of runoffand SEDIMENT BASIN BUT ARE INTENDED FOR USE AS A PERMANENT POOL SHALL BE meltwater, shall be removed. Compliance inspections must be performed and reports CLASSIFIED AS PERMANENT STRUCTURES AND SHALL CONFORM TO CRITERIA filed properly in accordance with the SWPPP for all sites 1. Sediment barriers must be installed at all appropriate under a winter shutdown. APPROPRIATE FOR PERMANENT STRUCTURES. THE TOTAL VOLUME OF November 2016 Page 2.38 New York State Standards and Specifications PERMANENT SEDIMENT BASINS SHALL BE EQUAL TO OR EXCEED THE CAPACITY For Erosion and Sediment Control REQUIREMENTS FOR TEMPORARY BASINS. 3 PURPOSE TO INTERCEPT SEDIMENT LADEN RUNOFF AND REDUCE THE AMOUNT OF SEDIMENT LEAVING THE DISTURBED AREA IN ORDER TO PROTECT DRAINAGE WAYS, PROPERTIES AND RIGHTS OF WAY BELOW THE SEDIMENT BASIN. / CONDITIONS WHERE PRACTICE APPLIES A SEDIMENT BASIN IS APPROPRIATE WHERE PHYSICAL SITE CONDITIONS OR LAND OWNERSHIP RESTRICTIONS PRECLUDE THE INSTALLATION OF OTHER EROSION CONTROL MEASURES TO ADEQUATELY CONTROL RUNOFF, EROSION AND PHASE 2 - DISTURBANCE SEDIMENTATION. 1T IS STRONGLY ENCOURAGED TO USE A BASIN IN ADDITION NO MORE THAN 6 LOTS OR 5 ACRES TO OTHER EROSION AND SEDIMENT CONTROL MEASURES IF PRACTICABLE. IT AREA MUST BE TEMPORARILY STABILIZED BEFORE Ao SHALL BE CLEARED AND GRADED ANY TIME MAY BE USED BELOW CONSTRUCTION OPERATIONS WHICH EXPOSE CRITICAL a45 NEXT SECTION IS STARTED AREAS TO SOIL EROSION. THE BASINS SHALL BE MAINTAINED UNTIL THE 4�> DISTURBED AREA 1S PROTECTED AGAINST EROSION BY PERMANENT PHASE 1 -TEMPORARY SEDIMENT BASINS STABILIZATION. DESIGN CRITERIA g COMPLIANCE WITH REGULATIONS — DESIGN AND CONSTRUCTION SHALL COMPLY WITH STATE AND LOCAL LAWS, ORDINANCES, RULES AND IRE REGULATIONS, INCLUDING PERMITS. LOCATION — THE SEDIMENT BASIN SHOULD BE LOCATED TO OBTAIN MAXIMUM STORAGE BENEFIT FROM THE TERRAIN AND FOR EASE OF CLEANOUT OF THE TRAPPED SEDIMENT. 1T SHOULD BE LOCATED TO MINIMIZE INTERFERENCE WITH CONSTRUCTION ACTIVITIES. SIZE AND SHAPE OF THE BASIN / THE MINIMUM SEDIMENT STORAGE VOLUME OF THE BASIN, AS MEASURED FROM THE BOTTOM OF THE BASIN TO THE CREST ELEVATION SHALL BE AT LEAST 3600 CF PER ACRE DRAINING TO THE BASIN. THE LENGTH TO WIDTH RATIO • SHALL BE GREATER THAN 2:1, A WEDGE SHAPE SHALL BE USED WITH THE INLET LOCATED AT THE NARROW END. 2023576301 Instr # 2023-3000028 05/17/2023 10:46:08 AM 1 1 Pages I C MAP \ Pamela J. Vogel, Warren Co Clerk FILED TAX MAP # 30 1. 18_2_ 1 s, \, ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. iq _._ 3 FINAL NYSDOH APPROVAL 04/24/23 2 ISSUED TO PLANNING BOARD — FINAL SUBDIVISION APPLICATION 10/17/22 �® CIRF 1 ISSUED TO PLANNING BOARD — PRELIMINARY SUBDIVISION APPLICATION 7 13 22 0 ISSUED TO PLANNING BOARD — PRELIMINARY SUBDIVISION APPLICATION 06/15/22 No. Revisions Date EROSION & [SEDIMENT CONTROL PLAIN prepared for: -' Cerrone Land Holdings, LLC t Upper Sherman Avenue GRAPHIC SCALE NEW YOR STATE Glens Falls District Office OF HEALTF f Town or Queensbury, Warren County, IVY 50 25 50 100 200 T sir q � f ' Drawn: TRC Checked: GTH Scaie: 1"=100' Date: 06/10/22 Refer to first sheet for approved date and signature "� � � E � - �� 169 Haviland Road IN FEET l ALTERATION MENT EXCEPT Queensbury, NY 12804 �� �7��0� w�� BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone j IS A VIOLATION OF NYS EDUCATION LAW. Htitchins Et'1aiilODr1na PLLC ��,��,.- 0 �4 EWA LA aI?EA-Zo BE 46� DISTURBEa--�_QR LO FLATTENING 1 0 :4C/��E +I ..RAC • EROSION & SEDIMENT CONTROL_ DISTURBANCE FOR SLOPE FLATTENING • CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED PRIOR TO SLOPE FLATTENING OPERATIONS COMMENCEMENT. • SLOPE FLATTENING OPERATIONS FOR MULCHING OF PILED STUMPS AND LAWN DEBRIS WILL BE PERFORMED WITHIN THE OPEN AREA AS DELINEATED ON THE ES&C PLAN THIS PAGE. PILED DEBRIS TO BE REMOVED TO 1 FT BELOW FLAT GRADE LEVEL. • AREAS OF PILED STUMPS AND LAWN DEBRIS WILL BE GROUND AND EITHER REMOVED FROM SITE OF USED AS GROUND COVER WHEN OPERATIONS ARE COMPLETED. • ORGANIC MATERIAL ONLY SHALL BE USED AS SURFACE COVER AND SHALL NOT BE BURIED. • TRASH AND DEBRIS FROM GRINDING OPERATIONS SHALL BE PLACED IN DUMPSTER AND PROPERLY DISPOSED OF OFFS/TE. • EXCESS SOIL MAY BE USED TO FILL SLOPE FLATTENED AREAS. • AREAS DISTURBED SHALL BE COMPACTED PRIOR TO FINAL STABILIZATION. • DISTURBED AREAS SHALL BE REVEGETATED WITH TOPSOIL AND MULCH AT FINAL STABILIZATION. EROSION & SEDIMENT CONTROL NOTES • BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. / • AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. / • TEMPORARY RAPID GROWTH COVER CROPS FOR THE AREA T SEDIMENT CONTROL AREAS, SUCH AS ANNUAL RYEGRASS DISTURBED F MAY BE USED FOR TEMPORARY SURFACE STABILIZATION DURING THE CONSTRUCTION PHASES, APPLY AT A RATE SLOPE FLAT NI G OF 35—LBS PER ACRE. ACRES� \'�-�� • ALL BARE EARTH AREAS SHALL BE SEEDED AND A A MULCHED WITHIN 7—DAYS OF COMPLETION OF WORK IN �Q THE AREA. ONLY AREAS WHICH ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 7—DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE INSTALLED. 00 TEMPORARY EROSION CONTROL MEASURES, INCLUDING LO / SEDIMENT CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE CONSTRUCTIO I THAN 24—HOURS. • DURING FINAL SITE GRADING, REMOVE ALL ACCUMULATED ENTRANCE FOR SEDIMENT, SCARIFY SUBSOILS AND PERFORM SOIL SLOPE FLATTENING RESTORATION TECHNIQUES OVER SPECIFIED AREAS. OPERATION,/ • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN LO TTENING OCTOBER 15 & APRIL 15, IN WHICH VEGETATION CANNOT � SLA BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE 4 SARI S COVERED WITH EITHER A TARP COVER OR AN EXTRA _ N 62. 061 4. CRES MAX. HEAVY LAYER OF MULCH. 79013, 1911• ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL W COIISTRUCTI OF A MINIMUM OF 80% OF THE VEGETATION THROUGHOUT FH V ENTRANCE THE YEAR FOLLOWING REVEGETATION. REVEGETATE AS WV i NEEDED TO MEET THIS REQUIREMENT. �� • rHE CONTRACTOR SHALL CONDUCT AN INSPECTION OF er �' _ THE SITE ON A DAILY BASIS TO COLLECT LITTER AND "'�-_4�Q� CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. SLOPE FLATTENING EROSION &SEDIMENT CONTROL PLAN SCALE: 1 "=60' GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) SCALE: 1 "= 75' 30 0 l c" 0 37 5 75 150 ( IN FEET ) TAX MAP ## 301.18-2-1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 2 FINAL NYSDOH APPROVAL 04/24/23 576301 — Instr#2023-3000028 1 ISSUED TO PLANNING BOARD - FINAL SUBDIVISION APPLICATION 11/14/22 05/17/2023 10:46:08 AM No_ Revisions Date 1 Pages I i]� MAP x E&SC PARK PLAN & POCKET PARK PLAN ;la J. Vogel, Warren Co Clerk FILED prepared for: Cerrona Land Holdings, LLC yV � x Upper Sherman Avenue HEALTH'. NEW YORK 6` A i E tPARTMENT OF Glens Falls District Office Town of Queensbury, Warren County, IVY Refer to first sheet for approved date and signature _ £ r Drawn: Ti Checked: GTH Scale: 1"=100' Date: 06/10/22 169 Hoviland Road ALTERATION BY A. ''CENSED 0 S" 5cleMENT EXCEPT PROFESSONA;_ Queensbury, NY 12804 91397— 1 —S 14 ENGINEER , 7745-030 Phone IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (1 g � (518) 745-0308 Fax MEMO REAL PROPERTY TAX SERVICES AGENCY County Municipal Center 1340 State Route 9 Lake George, New York 12845 Tel. 518-761-6464 Fax 518-761-6559 LEXIE A. DELUREY Director KRISTEN MAC EWAN Deputy Director CERTIFICATION OF COUNTY DIRECTOR OF REAL PROPERTY TAX SERVICES THAT FEE AUTHORIZED BY REAL PROPERTY TAX LAW SECTION '503 SUBD. 7, HAS BEEN PAID The Warren County Board of Supervisors enacted Resolution No. 477 on October 17, 2014 authorizing fees set forth in Real Property Tax Law Section 503 Subd. 7. I have reviewed the attached document and collected the fee as set forth below: No fee, document does not require a change to the tax map [ ] No fee, property survey only, not a subdivision [ ] One through three lot subdivision map Original $25 3 [ ] One through three lot subdivision map Alteration $25 [) One through three lot subdivision map Abandonment $25 [ ] One through three lot Condominium $25 0 [ ] Four through nine lot subdivision map Original $50 [ ] Four through nine lot subdivision map Alteration $50 [ ] Four through nine lot subdivision map Abandonment $50 „ [ ] Four through nine lot Condominium $50 ! o Ten or more lot subdivision map Original $100 I [) Ten or more lot subdivision map Alteration $100 [ ] Ten or more lot subdivision map Abandonment $100 [ ] Ten or more lot Condominium $100 I Map reference is as follows: 30 1 . ) V — z — I W 0 0 A O O O 00 00 D NAME OR TITLE Q� Rg O tJ 5- LA \ O H QQQ 1 t,�GC_� , 0,C REV,ISION DATE "f 2;Z DATE 2 /J 9 /;Z. I TOWN/CITY QU1' ILT�5R-- This certificate only approves the document with respect to compliance with Real Property Tax Law 503 Subd. 7. No other approval as to completeness, legality, compliance with any local or state statues or regulations or any other approval or requirements for processing by this department, shall be deemed satisfi y this certificate. Date Lexie A Delurey Real Property Director or Designee