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HomeMy WebLinkAboutSWP24-002 t4 woo o`v c ctt V r �9 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0753 Christopher J.Bradbury www.ryebrookny.gov TRUSTEES SUPERINTENDENT Susan R. Epstein OF PUBLIC WORKS Stephanie J. Fischer Michal Nowak David M.Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE December 30,2024 Anne Rossmann 17 Pine Ridge Road Rye Brook,New York 10573 Re: 17 Pine Ridge Road,Rye Brook,New York 10573 Parcel ID#: 135.41-1-41 Storm Water Permit#24-002 issued on 10/9/2024 to Install Drainage This certifies that the drainage,installed under the above captioned permit has been satisfactorily completed. Sincerely, ^04V/&W4' Michal J.Nowak Superintendent of Public Works /to � BUILDING DEPARTMENT For office use only: �L', I;C� I [�_' I PERMIT#�L p ���v - VILLAGE OF RYE BROOK ISSUED: J DEC 2 0 2024 938 KING STREET,RYE BROOK,NEW YORK 10573 DATE: (914)939-0668 FEE: IPAID W VILI_;G . C.r r Of< wwwxyebrookn�.gov APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION ratrrtrsrassssasasaatsssrrssasarattasraanarssrs1rsarrrarsstrssas+srrrrrrrrsrs+s*srrsrsssrrssrstsrss+ttssrtssssrsrsrsrrssasrst+t Address: } yaie Occupancy/Use: I_FCilYl I I Parcel ID#: 1�5 , y — Zone: Owner: ANNC- 9,6S&MftM() Address: Qi Lo P.E./R.A. or Contractor: E Q� �r(y�kww cy, Address: ' Person in responsible charge: Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate ofCompliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK, COUNTY OF WESTCHESTER as: A nn a 905ma being duly swom,deposes and says that he/she resides at _V0 Q �L (Print Name of Applicant) (No a d Street) in grlOp� ,in the County of w04L in the State of— AAthat (CnciTowa�Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was: $ 0CC) for the construction or alteration of: 5UMQtn U OF Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A. of the Code of the Village of Rye Brook. Sworn to before me this Sworn to before me this day of Se , 20�_ da f Signature of m Owner Signature of Applicant S 1 r s .S. Print Name of Property Own Print am e o pplicant Notary P is NQ3a+ Ali¢ LILLIAN TERRA C mudWO ILA0025681 Notat Public -State of New York Notary Public,State of New York NO. 01 SI6280398 Qualified in:Nestchester ounty MY Commission Expires:June 07,2028 i My Commission Expires BR,(>uk Village of Rye Brook ° tim Public Works and Engineering Department ajJ �O� 938 KING STREET•RYE BROOK,NY 10573 1982,� (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: /ice' / Date: Name:T `l /`'/�/Y Location: �i �� 1.1.01t4.1l7 Permit#: Phone: Email: Work being Inspected: Work Inspected is: �te Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water s Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk ass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: (/ /• �� /r f�vim" .� Diagram: Signatur -Z BRC�v� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1982 •� (914)939-0753 Fax(914)939-0242 INSPECTION REPORT Address: �ff�/ - Date: Name: �G / // Location: Permit#�'� OZPhone• Email: Work being Inspected: �� `1 ��� Work Inspected is: Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water 419� Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Fail Violation Notes: Diagram: i Signature,/, BRC�v� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1982'� (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: j/ /` /` Date: Name: Location: Permit#: Phone: ,Q Email: Work being Inspected: Work Inspected is: Accepted Rejected W- equired Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: f 4- 1l Diagram: Signature s e N Oi N N N N N cn O D w F A W u o a� '� 'a A. : P-4 W 3 Ow o 0 N o ,� w f..� i cn cs a a 41 W : x - �'b � O F 3 v `., O 0 �, V z � ° Q b ° a0 O o Er 4-4 o C _ W M a .y z o N. ^O 1-� z N N N W U a W p M 1-1 uz .n �o � p _ W Z F cn p c z oQwa � o cn41 Q = CN W = . , Z M w z H 4. Z dw E 2 v z ? b V L, _ WO O F 04 PLO Z 0 p U N H8wN U U 01, o x ZF A W A 0 � - �-" A W z O o C = u W W E x p„� a �I 1-4W (W xvdia a3 _ BUILDING DEPARTMENT D IE C E � V VILLAGE OF RYE BROOK ED 938 KING STREET RYE BROOK,NY 10573 OCT - 4 2024 (914)939-0668 . www.rvebrook.oriz VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: - v +� mit#: BP Approval Signature: Permit Fee: (A Disapproved: Other: Attached Resolutions: ( ) B.O.T.; ( ) P.B.; ( ) Other: STORMWATER MANAGEMENT CONTROL PERMIT APPLICATION Application dated: 10/02/2024 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Stormwater Management Control Permit for work,as per detailed statement described below. I. Job Address:17 Pine Ridge Road 2. Parcel I.D.#; 135.41-1-41 zone: R-15 3. Proposed Work(Describe in detail): Proposed drainage improvements to a 15,128sf single-family dwelling lot with no addition to impervious coverage 4. Property Owner:Anne Rossman Address: 17 Pine Ridge Road, Rye Brook, NY 10573 Phone# Cell# email: anne2nw@gmail.eom Applicant:Same as Property Owner Address: Phone# Cell# email: Architect/Engineer: Hudson Engineering & Consulting, P.C. Address:45 Knollwood Road, Suite 201, Elmsford, NY 10523 Phone A14) 909-042n0 Cell# email: nick@hudsonec.com 6/�_General Contractor: 7- ny'a '6'C G Address: /9/ 17/4&2 T AV,,- 6e�1W Gy/C/4 G 1 Phone#,203,2.23 Cell# ) 21�tC) email: 4EICcw5T,e°y/--T/GWCTiV&Iiak.ci 5. Estimated cost of site work S 15,000.00 (NOTE:The estimated cost shall include all labor,material,scaffolding,fixed equipment,professional fees,backfill,grading,site restoration,carting/tipping fees and material&labor which may be donated gratis.) 1 8/12/2021 STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: Anne Rossman , being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)hc is the Self for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Swom to before me this Sworn to before me this day of Jib , 20Z1__ day of , 20 Sign it operty Owner Signature of Applicant e Ross Mrs NN t a e of Property Owner Print Name of Applicant Notary Pu he Notary Public RAYSA LAPAIX OTARY PUBLIC STATE NEW YORK REGISTRATION No.01LA6140445 UALIFIED IN NEW YORK COUNTY COMMISSION EXPIRES JAN 30,2026 2 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 1914)939-0668 www.rvebrook.org AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 31 Anne Rossmann , residing at, 17 Pine Ridge Road (Print name) (Address where you live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 17 Pine Ridge Road Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (�i nuwrcu �pert) Owner(,)) Anne Rossman A (Print Name of Property Owner(s)) Sworn to before me this ay iCOMMISSION 6 he_, 20 Z� t'�uta,ryRAYSA LAPAIX TARY PUBLIC STATE NEWYORK EGISTRATION No.01LA6140445 UALIFIED IN NEW YORK COUNTY EXPIRES JAN 30,2026 3 8/12/2021 2 � ' €s3mas ' If �qc ,c: a damn 49aasattsa �' �'; � }ta r,i:r�cert s.,.?' �izc�irlttig i>sret3a•r•,tHla4etmerl"t=«KiIs�Eaa r", Department of Consnmcr Protection Home Improvement License ,�aMC e1hh:, I" 191 riC.}$,tkRTAd UR E E i VVIt,H.CT-668 Counl;Consur er P-lection ode and is'1''�61 p"LvL t"il I'm ig.rat ion,ftatu,is not te#"[uired for is'-win4e*, NOT F Vat H D3 P,}6 PT •,t f SI cons,,,�� )=[fit£ t� Pi"E3ttL1EE _'z5514-H2 C, o' 1rt'U 1 CS i ter s14 �+� a K�$' 4 '1Rl AN fi ® si r y"a $ 3`.. a w' a CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) �l...w 10/02/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Sharp Insurance Services Inc CONTACT Moises Rosales 128 N Main St PHONE 2032479524 FAX c No 2036638200 a/ Port Chester NY 10673 AIL ADDRESS: mrosales@sharpsvcs.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Obsidian Specialty Insurance Company 16871 INSURED E&I Construction LLC INSURER B: 191 Hobart Avenue INSURER C Greenwich CT 06831 INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 ✓ CLAIMS-MADE ❑ OCCUR DAMAGE TO RENTED 50 000 PREMISES Ea occurrence $ A SCB-GL-000043178 03/09/2024 03/09/2026 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 q PRO ❑ LOC POLICY❑ PRODUCTS-COMP/OP AGG $ 1,000,000 PRO- OTHER I $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR Li EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? ❑ N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Additional Insured: Village of Rye Brook CERTIFICATE HOLDER CANCELLATION Village of Rye Brook 938 King St SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Rye Brook NY 10573 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Moises Rosales Producer ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE a1.�m ^^^^^ 371954820 SHARP INSURANCE SERVICES, INC 120 N. MAIN ST-2ND FL ❑ PORT CHESTER NY 10573 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER E&I CONSTRUCTION LLC VILLAGE OF RYE BROOK 191 HOBART AVE 938 KING STREET GREENWICH CT 06831 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE X2566 360-0 276786 03/10/2024 TO 03/10/2025 10/2/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2566 360-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT ZCE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 270594256 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, October 31, 2024 1:06 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/31/2024 13:06 To: VIL RYE BROOK PRIMARY Transmitted: 10/31/2024 13:06 00006 Ticket: 10314-001-187-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 17 To: Name: PINE RIDGE RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT OF HOUSE NearSt: HUNTER DR Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: DRAINAGE Estimated Work Complete Date: 11/26/2024 Depth of excavation: 4 FEET Site dimensions: Length 25 FEET Width 6 FEET Start Date and Time: 11/05/2024 07:00 Must Start By: 11/20/2024 ------------------------------------------------------------------------------ Contact Name: SABASTIAN NETO Company: E&I CONSTRUCTION Addrl: 191 HOBART AVE Addr2: City: GREENWICH State: CT Zip: 06831 Phone: 203-223-2170 Fax: Email: eiconstructionct@gmail.com Field Contact: SABASTIAN NETO Alt Phone: 203-223-2170 Working for: ANNE ROSSMANN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 1 APPROXIMATE LOCATION OF EXISTING CATCH BASIN ON PINE RIDGE ROAD RIM=152.5t INVERT TO BE VERIFIED IN THE FIELD 36 L.F. 12"0 HOPE (N-12) PIPE 0 1.0% PROPOSED 18"X18 PRECAST DRAIN INLET RIM=153.60t INV.=150.55t SUMP=148.55t 5 L.F. 12'0 HOPE (N-12) PIPE Q 1.0% PROPOSED ACCESS PORT / ✓� RIM=153.75t 20 LF 24"0 SOLID WALLED HOPE (N-12) ATTENUATION GALLERY WITH WATER.. TIGHT JOINTS 0 0.0% IN V.(GALLERY)=150.60t INV.(IN)=150.60t INV.(OU7)=150.60t APPROXIMATE LIMITS \ OF DISTURBANCE 4,113 S.F. - I t! INSTALL TEMPORARY SILT` Cfl z �• / - - ���� / FENCE DOWN SLOPE OF ALL DISTURBED AREA) - SF YA TYP. A x _ �".. / i \\\ r 1 � TEMPORARY SOIL STOCKPILE AREA A� (AS NECESSARY) /" �iP, 2 INSTALL ORANGE SAFETY ' CONSTRUCTION FENCE AS i NECESSARY TO LIMIT ; / \, V /F ACCESS TO SITE (TYP.) v 62 LF. 6"0 HOPE 1 1 \\\ (N-12) OR 6" SDR-35 PVC PIPE 0 1.0% -- --- /TP-1 / / I (MIN.) /r r�/' \ 42 LF. 2"0 SCH. 40 PVC PIPE 56 156 \\ \ Rt7ANLrQ CT �e \ Ui `fit 0�\}i PROPOSED FOOTING DRAIN PUMP SYSTEM. PROVIDE �� I? - INTERIOR SUMP PUMP SYSTEM INSTALLED IN THE � � D BASEMENT SLAB TO TREAT FOOTING DRAIN WATER. \\ NO, l �Lfl1IG _4 DISCHARGE PUMPS DIRECTLY TO PROPOSED 24" - ATTENUATION GALLERY. (PUMP SHALL BE ZOELLER �- MODEL 507-0011 SUMP PUMPS W/ BATTERY BACK-UP SYSTEMS, 1/2-HP (PACKAGE UNITS) OR --_ APPROVED EQUAL PUMP DISCHARGE PIPING MALL - - \ ( I+� _ 1 ,4=;t BE 2'0 SCH. 40 PVC PIPE OR APPROVED EQUAL SUMP PUMP AND ASSOCIATED PIPING SHALL BE l = ' / SIZED INSTALLED PER PUMP MANUFACTURERS RECOMMENDATIONS) r rr EXISTING YARD DRAIN; \ { � ,� INVERT TO BE VERIFIED IN \ I I \ - -\_ r• �, i rp FIELD IF OPTIONAL CURTAIN \ \ "-/ / --- -- 44.6' DRAIN IS INSTALLED. IF NECESSARY YARD DRAIN SHOULD BE REPLACED \! -\ �\ j 10 m� Q INV. 154.90t Q' i Cf \ \ \ UTILIZE EXISTING ASPHALT DRIVEWAY / a J A O �z V \ AS STABILIZED CONSTRUCTION / j� z ENTRANCE DURING CONSTRUCTION. \ rn \ \ \ THE PAVED STREET ADJACENT TO THE SITE ENTRANCE SHALL BE SWEPT DAILY TO / ®®:EC GnLE? . \ ! MUD, DIRT OR ROCKETR TRACKED FROTHE M /// //^ ., ? ELT / 1 ��Ll- L- t 0T. \ z� USE ONLY CLE N \ 0 �o .:�C� /, T WASHED STONE \ r m � O 2 INC14 DIAMETER 0 \ i LEGEND l l 3 p 1 T - ETE� aL WALL PROPERTY LINE 3.2' N0K l 1 \ PROPOSED 1w CONTOUR p \ PROPOSED CURTAIN / L PROPOSED SPOT DRAINS (2) W/ 60 L.F. .I GRADE +156.25 \ \ \ ' _ _ 6"0 PERF. PVC SDR-35 / \ \ \ PIPE i t1.0% (TYP.) PROPOSED STORM PIPE \ \ \ \ \ \ \ -- --- - - - - ------- - -------" PTEMPORARY ROTECTION INLET r 'k Dic�►Vlf'tNG RREVIEWIP \ \ n*$ RtMEW Its FOR cioaRl1l Cw COINK w&-E �M V% ,Q 1 TEMPORARY SILT !)(� X e O AND r11AICTlC>Es. ■ �7G >r74a1/�{� {� FENCE RESPONSIEILM FOR CORIIEC'I OF DM ENSIONS, TEMPORARY CF DETAILS, FIELD CONDIT0M. OESM PROFESSIONAL CONSTRUCTION FENCE TEST HOLE DATA: / ` 1 TEST HOLE #1 TEMPORARY SOIL DEPTH - 54" STOCKPILE AREA O 0-12" TOPSOIL 12-54" FILL/SILTY LOAM `r GROUNDWATER ® 54" TP-1 TEST HOLE $2 TEST PIT ® DEPTH - 30" LOCATION 0-12" TOPSOIL 12-30" FILL/SILTY LOAM PROPOSED LIMIT GROUNDWATER ® 30" OF DISTURBANCE RP�I t OCT - 4 2024 VILLAGE OF RYEtBROOK BUILDING DEPART MiENT REJECTED - REFER TO REM RKS EXISTING INFORMATION SHOWN HEREON PROVIDED BY LALSA LAND SURVEYING, RYE BROOK ENGINEERING DEPT PLLC. DATED JUNE 3RD, 2022. CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO TOPOGRAPHY SUPPLEMENTED WITH SCHEDULE A SITE INSPECTION PRIOR TO BACKFILLING 938 KING STREET WESTCHESTER GIS. INFILTRATION/ATTENUATION SYSTEM(S). ALL M BROW MY 10573 CONNECTIONS SHALL WITH MANUFACTURER'SESPECIFICATIO SD IN ACCORDANCE ( AND VISIBLE P 914) 9�V' F (9114 GRAPHIC SCALE AT TIME OF INSPECTION. SHOULD THE CONTRACTOR 1 BACKFILL PRIOR TO INSPECTION, THE CONTRACTOR DAM10 0 5 10 20 40 SHALL EXPOSE THE SYSTEM AT THEIR OWN EXPENSE. m Eli— ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER ( IN FEET } THAT PARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. 1 inch = 10 ft. SLOPE ANALYSIS (ENTIRE SITE) NO. MIN. SLOPE MAX. SLOPE AREA COLOR 1 0% 15% 13726 2 15% 25% 857 3 25% 35% 475 4 357. Vertical 70 SwP*�a�+-cow SITE LOCATION LOCATION MAP SCALE: 1"=250° GENERAL NOTES: 1. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SUPERVISION OF THE CONSTRUCTION. 2. NO CHANGES SHALL BE MADE TO THESE PLANS EXCEPT AS PER NYS LAW CHAPTER 987. 3. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE CODES, INCLUDING BUT NOT LIMITED TO ACI, AISC, ZONING, AND THE NEW YORK STATE BUILDING CODE. 4. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES. 5. ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER AND ANY SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE ORIGINAL BUILDING PERMIT. 6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MrANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTACT WITH THE CONTRACTOR. 8. SAFETY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL AGENCIES IN EFFECT DURING THE PERIOD OF CONSTRUCTION. 9. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL MAKE APPLICATION TO RECEIVE ALL NECESSARY PERMITS TO PERFORM THE WORK UNDER CONTRACT. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL BE LICENSED TO DO ALL WORK AS REQUIRED BY THE LOCAL, COUNTY, AND STATE AGENCIES WHICH MAY HAVE JURISDICTION OVER THOSE TRADES, AND SHALL PRESENT THE OWNER WITH COPIES OF ALL LICENSES AND INSURANCE CERTIFICATES. 10. FINAL GRADING AROUND THE BUILDING AREA SHALL SLOPE AWAY FROM THE STRUCTURE. 11. ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 12. ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION WORK. PROTECTION MUST BE PROVIDED FOR FOOTINGS, FOUNDATIONS, PARTY WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION DURING CONSTRUCTION OR DEMOLITION ACTIVITIES. THE PERSON MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS OF ADJOINING BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE MADE AND THAT THE ADJOINING BUILDING SHOULD BE PROTECTED. SAID NOTIFICATION SHALL BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE OF THE EXCAVATION. 13. OWNER SHALL INSURE THAT THE INSURANCE PROVIDED BY THE CONTRACTOR HIRED TO PERFORM THE WORK SHALL BE ENDORSED TO NAME HUDSON ENGINEERING & CONSULTING, P.C., AND ANY DIRECTORS, OFFICERS, EMPLOYEES, SUBSIDIARIES, AND AFFILIATES, AS ADDITIONAL INSURED ON ALL POLICIES AND HOLD HARMLESS DOCUMENTS, AND SHALL STIPULATE THAT THIS INSURANCE IS PRIMARY, AND THAT ANY OTHER INSURANCE OR SELF-INSURANCE MAINTAINED BY HUDSON ENGINEERING & CONSULTING, P.C., SHALL BE EXCESS ONLY AND SHALL NOT BE CALLED UPON TO CONTRIBUTE WITH THIS INSURANCE. ISO ADDITIONAL INSURED ENDORSEMENT FORM NUMBER CG2010 1185 UNDER GL. COPIES OF THE INSURANCE POLICIES SHALL BE SUBMITTED TO HUDSON ENGINEERING & CONSULTING, P.C., FOR APPROVAL PRIOR TO THE SIGNING OF THE CONTRACT, 14. INDUSTRIAL CODE RULE 75 : THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO THE START OF HIS OPERATIONS AND SHALL COMPLY WITH ALL THE LATEST INDUSTRIAL CODE RULE 753 REGULATIONS. INSTALLATION & MAINTENANQE OF EROSION CONTRO CONSTRUCTION SCHEDULE NOTIFY APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 5 DAYS PRIOR TO START. EROSION CONTROL MEASURES INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. INSPECTION BY MUNICIPALITY MAINTENANCE (TO BE PERFORMED DURING ALL PHASES OF CONSTRUCTION) AFTER ANY RAIN CAUSING RUNOFF. CONTRACTOR TO INSPECT HAYBALES, ETC. AND REMOVE ANY EXCESSIVE SEDIMENT AND INSPECT STOCKPILES AND CORRECT ANY PROBLEMS WITH SEED ESTABLISHMENT. INSPECTIONS SHALL BE DOCUMENTED IN WRITING AND SUBMITTED TO THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION. INSPECTION BY MUNICIPALITY - FINAL GRADING REMOVE UNNEEDED SUBGRADE FROM SITE. CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. INSPECTION BY MUNICIPALITY - LANDSCAPING SPREAD TOPSOIL EVENLY OVER AREAS TO BE SEEDED. HAND RAKE LEVEL. BROADCAST 1.25 LB. BAG OF JONATHAN GREEN "FASTGROW" MIX OR EQUAL OVER AREA TO BE SEEDED. APPLY STRAW MULCH AND WATER WITHIN 2 DAYS OF COMPLETION OF TOPSOILING. CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. INSPECTION BY MUNICIPALITY - FINAL LANDSCAPING GRASS ESTABLISHED. CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. INSPECTION BY MUNICIPALITY - FINAL IN PECTION ALL EROSION CONTROL MEASURES REMOVED AND GRASS ESTABLISHED. CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. PROJECT: o Z PROPOSED DRAINAGE IMPROVEMENTS 3�' N 17 PINE RIDGE ROAD`g s' in 2 VILLAGE OF RYE BROOK �/ tu 0 WESTCHESTER COUNTY - NEW YORK K cow ® 8463� yw w W STORMWATER MANAGEMENT PLAN�'�N� a o a & Z Date: 11 20 23 Sh-t: 0 oz H U D S O N Scale: 1 24 , Z w Designed By. N.S. 2 z Checked By. M.S. ao ENGINEERING Sheet No.. CONSULTING, P.C. 1 45 Kn oliwood Roatl - Suit. 201ms1 Elmsford, New Y.1k 10523 - T: 914-909-0420 F: 914-560-2086 © 2023 u OR CRUSHED STONE ATTENUATION GALLERY SECTION NOTES: 1. ALL REFERENCES TO CLASS I OR 11 MATERIAL ARE PER ASTM D2321 "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION. 2. THE ATTENUATION GALLERY SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. 3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFlLL MATERIAL, WHEN REQUIRED. SEE ASTM D2321. 4. FILTER FABRIC: A GEOTEXTILE FABRIC SHALL BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFlLL MATERIAL. 5. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE E MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 6. BEDDING: SUITABLE MATERIAL SHALL BE 3/4" TO 1Yz" WASHED GRAVEL OR CRUSHED STONE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 12" MINIMUM. 7. INITIAL BACKFlLL SUITABLE MATERIAL SHALL BE 3/4" TO 1Yz" WASHED GRAVEL OR CRUSHED STONE. IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. 24"e HDPE N-12 MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. SOLID WALL HDPE-_/ 8. MINIMUM COVER: MINIMUM COVER OVER ALL ATTENUATION GALLERIES IN NON -TRAFFIC RISER , APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12" UP TO 36" DIAMETER PIPE AND 24" OF COVER F*R 42" - 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE UNDISTURBED/ PAVEMENT OR TO TOP OF RIGID PAVEMENT. 9. ALL PIPE STUBS, ORIFICE PLATES, FITTINGS, BEND'S,' TEES, ETC. SHALL BE MANUFACTURED EARTH AT THE FACTORY. 6"0 HOPE (N-12) OVERFLOW PIPE FER TO PLAN _ )R INVERTS 3.0" ORIFICE IN ORIFICE PLATE 24"0 SOLID WALL HDPE (N-12) PIPE 6" HDPE OUTLET PIPE OUTLET FROM GALLERY 6'0 SCH. 40 PVC 3.5" ORIFICE IN ORIFICE PLATE 6'X6'X6' TEE ALL STUBS TO BE INSTALLED BY MANUFACTURER. OUTLET DETAIL HIGH WATER 2" SCH, 40 DISCHARGE PIPING AND ALARM FITTINGS. PIPING TO DISCHARGE TO ATTENUATION GALLERY LOCATED IN THE FRONT YARD BASEMENT FLOOR SLAB 24"0 X 36" HICH PREFABRICATED POLYETHYLENE SUMP BASIN AS MANUFACTURED BY ZOELLER (OR APPROVED EQUAL) 4"0 FOOTINDG DRAIN DISCHARGE PIPE ZOELLER MODEL 507-0011 SUMP PUMP W/ BATTERY BACK-UP SYSTEM, 1/2-HP (PACKAGE UNITS) OR APPROVED EQUAL PUMP DISCHARGE PIPING SHALL BE 2'0 SCH. 40 PVC PIPE OR APPROVED EQUAL SUMP PUMP AND ASSOCIATED PIPING SHALL BE SIZED AND INSTALLED PER PUMP MANUFACTURERS RECOMMENDATIONS PUMP ON 1 j. PUMP OFF BASEMENT SUMP PUMP ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. H PVMT.) NOMINAL DIAMETER NOMINAL O.D. TYPICAL SPACING "C" TYPICAL SPACING "S't TYPICAL SIDE WALL "X" H NON -TRAFFIC H TRAFFIC 1211 14.5" 11" 25.4" 811 12" 12" 1511 18" 12" 28.9'1 8" 12" 12" 18" 211. 17" 33.9" 9" 1211 12" r, 24 ❑ 28 [I 13 40.7 " 11 10 it 12 it 12 30 36 18 53.1 18 1211 12 3611 4211 2211 63" 1811 12" 1211 42" 4$" 24' 71.9" 18" 12'I 24" 48" 5411 25" 78.5" 18" 12" 2411 60" 67" 1 24„ 90" 1 18" 1211 1 24" *LOAD BEARING CONCRETE COLLAR 3,500 PSI MIN. 12" SEE PLAN -Y4" TO 1)2" WASHED GRAVEL OR CRUSHED STONE., COMPACTED IN MAX. 8" LOOSE LIFTS TO 95% MIN. OF MAX. SPD CAMPBELL FRAME & COVER NO. 1013 FINAL FIELD 24" y1 \ USE FLEXIBLE JOINT \ FROM PREVENT CONCRETE FROM Q¢NTACTING THE RISER IN ANY WAY 2e N-12 HDPE i 12' MIN. BEDDING (3/4" TO 1 1/2" CRUSHED STONE ACCESS MANHOLE STRUCTURE * LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER. TRENCH BEDDING ED SELECT GRANULAR BACKFILLED IN 9' LIFTS DIA. COMPACTED ANULAR MATERIAL HEAVY DUTY CAST IRON CAMPBELL GR'- 2815 OR EQl #4 REBAR 10" O.C. (TYP) 3,500 P`. CONCRET 6' SUBBASE COURSE TYPE 2 UNDISTURB EARTH /GROUND CL LATERAL STONE & BLOCK DROP INLET PROTECTION DEWATERING - _,_CONCRETE BLOCK WVELRLTER SLOPE STONE & BLOCK PLAN MEW TEMPORARY -WIRE SEDIMENT POOL SCREEN DEWATERING 1' MIN. -- 2 MAX _ �.'fl Yf z ^ur:" 2" WITH GATET SEDIMENT TEMPORARY STONE & BLOCK DETAIL SEDIMENT POOL V MIN. 2:7 SLOPE 3:1 SLOPE WIRE 2' MAX. % 1 SCREEN FINE GRAVEL FACE'„ tsys - 0' MIN. THICKNESS)' -' 3" STONEy.�. "DOUGHNUT" DETAIL CONSTRUCTION SPECIFICATION 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST INLET FOR SUPPORT. 2. HARDWARECLOTH OR 1/2" WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE. 3. USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW TOP OF BLOCK ON A 2:1 SLOPE OR FLATTER. 4. FOR STONE STRUCTURES ONLY, A 1 FOOT THICK LAYER OF THE FILTER STONE WILL BE PLACED AGAINST THE 3 INCH STONE AS SHOWN ON THE DRAWINGS. MAXIMUM DRAINAGE AREA 1 ACRE. 6' DEPRESSION 6" TOP SOIL (SEE NOTE 1.) GEOTEXTILE FILTER FABRIC ALL AROUND 3/4' TO 1 1/2- WASHED GRAVEL OR CRUSHED STONE NOTES 1. SPREAD TOPSOIL EVENLY OVER AREAS TO BE SEEDED, HAND RAKE LEVEL. BROADCAST 1.25 LB. BAG OF JONATHAN GREEN "FASTGROW" MIX OR EQUAL OVER AREA TO BE SEEDED. APPLY STRAW MULCH AND WATER WITHIN 2 DAYS OF COMPLETION OF TOPSOILING. CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. CURTAIN DRAIN �30"!!2!!!!W a i' 18' 3,500 PSI 1t� CONCRETE CLEAR d N I« a • > r Id N SECTION B-B STANDARE CATCH BASIN TRAP BY CAMPBELL FOUNDRY 2564 OR APPROVED EQUAL Now 1. CONCRETE - 3,500 PSI MINIMUM STRENGTH 0 28 DAYS 2. STEEL REINFORCEMENT - ASTM A-615, # 4 REBAR, GRADE 60 3. COVER TO STEEL - 1 }2" MINIMUM 4. DESIGN LOADING - AASHTO HS20-44 5. EARTH COVER - 0 TO 5 FEET s. CONSTRUCTION LAPPED PRECAST 18itX18$1 DRAIN INLET m PROVIDE BOOT OR RING FOR PVC OR DIP PIPE OPENING IN CATCH BASIN SOIL STOCKPILING STABILIZE ENTIRE PILE _ WITH VEGETATION OR COVER 2 SLOPE OR LESS 9 / MIN. SLOPE SILTFENCE MIN, SLOPE INSTALLATION NOTES RWALLAIM NOYM 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. SOILS OR FILL TO BE STOCKPILED ON SITE DURING CUTTING AND FILLING ACTIVITIES SHOULD BE LOCATED ON LEVEL PORTIONS OF THE SITE WITH A MINIMUM OF 50-75 FOOT SETBACKS FROM TEMPORARY DRAINAGE SWALES. 3. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 4. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION OR COVERED. 5. STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD BE SEEDED AND MULCHED OR COVERED WITH GEOTEXTILE FABRIC SURROUNDED BY SILT FENCE. 6. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF SILT FENCE. SILT FENCE POSTS SUPPORT NET .FCnaV 8 POST FILTER FABRIC --d-0 SECTJLW A TOP VIEW -� FLOW BACKFILL 8 A COUPLE SE:^DGW 8 S£C710N A T�NADVEIL TOE -IN METHOD JOINING SECTIONS OF FENCING INSTALLATION NOTES: 1. EXCAVATE A 4 INCH • 4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE. 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM)WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW). 3. DRIVE THE POST INTO THE GROUND UN11L THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFlLL THE TRENCH AND TAMP THE SOIL. STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 5. JOIN SECTIONS AS SHOWN ABOVE. CONSTRUCTION FENCE STABILIZE WITH TOPSOIL, SEED AND MULCH FINISHED GRADE TO BE FLUSH NTH SWALE FINISHED GRADE VARIES (5' MIN.)NO w Z 1. FOR BOUNCE SLOPES EXCEEDING 8% JUTE MESH > SHALL BE UTILIZED TO R kll STABILIZE THE SWALE BASE. 2. AREA ADJACENT TO SWALE TO BE BROUGHT TO FINISHED GRADE IMMEDIATELY AS REQUIRED, TOPSOILED, �2:1 SEEDED AND MAINTAINED SLOPE FOR EROSION CONTROL. 2:1 SLOPE 6" TOPSOIL APPROVED COMPACTED SUBGRADE GRASS LINED SWALE PROPOSED DRAINAGE IMPROVEMENTS o W s 17 PINE RIDGE ROAD` Z VILLAGE OF RYE BROOK r° 0Jd WESTCHESTER COUNTY - NEW YORK m o a N .606 v m DETAILSss'o�'� o a > w Z H U D S O N Date: 11 20 23 ` Scale: N.T.S. z z Designed By* N.S. E N G I N E F2 1 N G . M.S. Sh,eeltc Nrc6 a'o Ni-r rr CONSULTING, P.C. 45 Kn oflw d Rood - Suite 201 Elmsford, New York 10523 C-2 T. 914-909-0420 F. 914-560-2086 Q 2023