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HomeMy WebLinkAboutAbandoned Application 570 Taxter Road, Suite 300 Dolph Rodeld Engineering Elmsford, NY 10523 (914)631-8600 phone (914)631-5769 fax An Engineers Company www.drepc.com www.aiengineers.com TO: Mr. Michal Nowak — Village of Rye Brook 1410 FROM: James Natarelli, P.E. DATE: March 26, 2021 SUBJECT: 14 Boxwood Place O"��/v• Site Plan Application In reference to the above-mentioned project, this office has received (on March 23, 2021) and reviewed the following: 1. Proposed Site Plan prepared by Ahneman Kirby Engineers Surveyors Planners dated February 18, 2021 revised March 5, 2021; 2. Stormwater Management Report prepared by Ahneman Kirby Engineers Surveyors Planners dated February 18,2021 revised March 5, 2021. With respect to the proposed stormwater management design demonstrated on the submitted plans and report our comments are as follows but are not limited to: • The current design does not appear to meet the Village's requirement of"total volume storage" for minor land development activities. o The stormwater design shows that stormwater from all impervious surfaces (existing and proposed) will be directed into open-bottom Cultec units. However,the information that has been provided indicates that the soil will not support an infiltration design (i.e., percolation rates of zero inches per hour). o The outlet of the control structure for the Cultec system in the front yard is set 2.54' above the bottom of the Cultec units'gravel bed. The outlet of the control structure for the Cultec system in the back yard is set 2.24' above the bottom of the Cultec units' gravel bed. Based on this piping configuration and the lack of a percolation rate, it is unclear how a significant volume of the systems will empty after being filled by the first storm event that they experience. Upon receipt of amended plans addressing these comments, this office is prepared to continue its review. Improving life. By Design. Michal Nowak From: Michal Nowak Sent: Wednesday, February 24, 2021 2:22 PM To: Keith Werner Cc: Tramontano Rowe;Ali Brown (alibrownny@yahoo.com) Subject: 14 Boxwood Place Stormwater Review Comments Mr. Werner, Plans for the proposed work at 14 Boxwood Place have been reviewed and the following comments need to be addressed prior to this project moving forward: 1. Storm water management system shall be designed for a 25 year storm with a rainfall of 6.2" of rainfall. 2. System shall be designed for TOTAL VOLUME STORAGE to capture runoff from ALL impervious surfaces onsite including proposed work, existing house, driveway, shed, patios, decks, etc. provide for full capture onsite and management onsite. 3. A credit between pre and post coefficients of runoff is not permitted by code. Utilize a Cn of 98 for all impervious surfaces. Credit is not allowed for grass area pre construction. 4. Revise Calculations to address above comments 5. Percolation test is required with deep test hole, notify Village to witness 6. Stormwater system shall not be closer then 10 feet to any property line and within 10 feet of house 7. Provide tree removal permit for any trees that are being removed and or impacted within 35 feet of construction. 8. Cultec units shall be interconnected on bottom. 9. Provide construction entrance on plan, tree protection for trees within 30 feet of work. 10. Level spreader in is current location is not acceptable. Superintendent of Public Works And Engineering 1SA Arborist Village of Rye Brook 938 King Street Rye Brook,NY 10573 P: 914-939-0753 x 2965 F: 914-939-5801 "Jab&2Uwdb —J h,kw&tBecct of Wd Ma ye" 1 Building Permit Check List&Zoning Analysis .Address: 1 0 CsD L-- SBL 2`7 Zone��I Use: ?��J Const Type: Other. Submittal Date: 2. 2 21 Revisions Submittal Dates: Applicant W Nature of Work: U w N ^7 :EB4 2021 Reviews:ZBA E 6 2 5 2021 PB: BOT: Other. OK ( ( ) FEES:Filing._7; BP: C/O: Legalization: ( ) (,),- APP: Dated: ✓ Notarized: ✓ SBL: %-�ss I.D. Cross Connection: ✓H.O.A.: Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( )�SIMPT opo:�r Si Protection: S/jAr mt: Tree Plan: Other. ( ) ( SURVEY:Dated `1 l Current(, PLANS:Date Sed: ealed: `� Copies: Electronic: ✓ Other (•� ( ) License: Workers Comp: Liability Comp.Waiver. Other. CODE 753#: Dated: N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. (� ( ) PLUMBING Plans: Permit Nat Gas: LP Gas: N/A/: Other: ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other ( ) ( ) 2020 NY State ECCC: N/A: Other. (Jf ( ) Final Survey Final Topo: RA/PE Sign-off Lett< ther. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: ( ) ( ) Other. w GARB rntg.date: 7 17 Z 1 approval: notes: C/ ( )ZBA mtg.date: approval;- notes: . PB mt . date: a rovaL notes: �/� / r ( ) g PP REQUIRED EXISTING PROPOSED NOTES Area: t S �S oyj — �y .Z •l� z Circle: ��04 r Fromm: Front Front: Sides: Rear. Main Cov: Accs.Cov: Ft H Sb: Sd.H Sb: GFA To�Imp: S3 0� ti b I Z �SZ S •1n1 .1,� 'TZ� (� �y of FL ImD: ParlunQ Height/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= sq. ft. x $65.00 = $ x$I5.00/$I,000.00 = $ I'Fl. = sq. ft. x $225.00 = $ x$I5.00/$I,000.00 = $ 2"d Fl. = sq. ft. x $225.00 = $ x$15.001$I,000.00 = $ Attic = sq. ft. x $225.00 = $ x$I5.00/$I,000.00 = $ + Total Sq.Ft. = sq.ft. Total Cost= $ Total B.P.Fee= $ ° Includes Attached Garage if Applicable. Total Amount Paid = $ Total Amount Due= $ Date: Signed: BUILDING DEPARTMENT D E C EN E VILLAGE OF RYE BROOK 938 KING STREET RYE BRooik,NY 10573 FEB 2 II 2�2� (914)939-0668 FAx(914)939-5801 www.11-yebrook.or2 VILLAGE OF RYE BROOK BUILDING DEPARTMENT *************************************************************************** * ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: 14 R�QgWo6O 'PILAC P— Date of Submission: Parcel ID#: 1.7 q, (pl-- j ^•E\ Zone: (2-I rj_ Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT �'.Dll�i )G��� �� The following items must be submitted to the Building n-:Z 1�-A-M I Ron L Department by the applicant-no exceptions. 1. (✓j Completed Application 2. (v'Two(2)sets of sealed plans. (one full size{maximum Property Owner:0AtA Z 1, £3 u600fvzow VA allowable plan size=36"x 42"; and one 1 1"x 17") 3. (v)Two(2)copies of the property survey. Address: I � �/.��� P ( �EULL 4. (VrTwo(2)copies of the proposed site plan. Phone# 9 0-Gp -760 5. ( \,r One electronic/disc copy of the complete application materials. Applicant appearing before the Board: 6. (+/ Filing Fee. Rr7 CZT TP=AbAOE- T A3�A�Q 7. (1-jAny supporting documentation. 8. ( ) HOA approval letter. (fapplicable) Address: �L��= 'P��[��f�- i E C�Rfv 9. ( VjPhotographs. \Phone#�� ��(ol- �c�2 c.�T Oho 10.(1/�Samp4es of finishes/color chart. (a sample board or meet/Engineer: model may be presented the night of the meeting) ���(��� �i��Y Phone# 2.c�3 - 7-7D-7 By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any a_1pplication not meeting the requirements contained herein. Sworn to before me this 2Z y)p� Sworn to before me this I day of r l!b V' , 20 2 day of �Ior a 20 62 4 Signatu ope O - er Signature of plicant 0l� A v CSMA ► T � P a of Prop ty Ow r to SOCK Print Name of Applicant T �7 l Not Publi Notary Public CATHERINE M. BRENNAN NOTARYPUBLIC STATE OF CONNECTICUT LIC#132012 MY COMMISSION EXPIRES MAY 31,RQ c7&, 3/21/19 AK, AHNEMANKIRE3Y ENGINEERS 0 SUWEY'ORS s PLANNERS -TRANSMITTAL YO: Bob Tramontano GATE: 02/18/2021 J 0 is NO.: 1PRt3.jEcT: Brown Residence 14 Boxwood Ln ATTENTION: WE ARE SENDING:( 0 ) HEREWITH, [3 UNDER SEPARATE: COVER PRINTS Q SHOP DRAWINGS C) MESSENGER EXPRESS MAIL COLOR PLOTS 13 Electronic ORIGINALS E3 FIRST CLASS MAIL COURIER Submission SF-EcwicATioNs a OTHER G FACSIMILE # Enclosed: - Pages from Exterior Building Permit Application - "Proposed Site Plan" SP-1 dated 2/18/21 - Stormwater Management Report dated 2/18/21 SiGNED: 1171 East Putnam Avenue,Suite 1 A,Riverside,ConnecticutO6878 TEL203 869 7707 FAx 203 869 4606 wEm www.ahnemankirby.com BUIL R MENT D E C EM VI D Y OK 938 KING Y NY 10573 FEB 2 4 2021 (914)93 39-5801 e VILLAGE OF RYE BROOK BUILDING DEPARTMENT *********************************************************************************************************** FOR OFFICE USE ONLY: Approval Date: Permit# Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Dom: BOT Approval Date: Case# Chairman: PB Approval Date: Case# ; Secretary: ZBA Approval Date: Case# Other: Application Fee: Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: ?bq (E( is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,stnictures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 14 bC7y V(©p f(.�� 2. Parcel ID# 12q . �7 I - 21 Zone: -E 3. Proposed Improvement(Describe in detail): CO IJ E2-jjZ(qj::� ! 0 p r 16 POl1�_ A, Ir-lRIz�1 4. Property Owner: OAH I V�L Jtl A 1—I l�t�l �j(ZdV.f Address: i + 10�X W6>00 P Ar' M Phone#u IL I ' Cell# 17 - y-6-T e-mail A_�L 1 Q)(-py f N RY _ List All Other Properties Owned in Rye Brook: CVY" Applicant: f2,O be fT -1p,4M00T/N V3 0 Address: :3 4 SA—SIT T-UTOAY&A Phone# 03- 60[p I - Cell# 203 y I Z 4q iv e-mail I-AI-ICS[-,ae r►'lA I L-•-moo M Architect: -MA M O OTA B 40 Address: A 1—P LJ,-,- Z"T Phone# - Cell# - e-mail _ Engineer: V_1(Z ja>'}r Address: i 1 -71 0. PVIO PrM C;&E 76 Phone# ''203-P C4-•1'707 Cell# 91 L�--�(�(• 3113 e-mail kAWQ A A{,1✓M1A 4 V_j Zt3Y. General Contractor: CO r , Address: 35 f 012TLAt40 FL-4V,._ i Y0PtLe-iZS '4'f (0-7 0 3 Phone# Cell# q 1-i- 434 -�7-23 e-mail N_ME,AVA VCnLe616)C, &MAiL . 60 AA cn 3/21/19 5. Occupancy,(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: Post-construction: 6. Area of lot: Square feet: 5. COS ��"T Acres: O . 3 4 4 _ � u I u 7. Dimensions from proposed building or structure to lot lines: front yard: 1 t� 7-o rear yard: 15 O right side yard: _1-7kl-Coil left side yard: ��--4 0-J� other: 8. If building is located on a corner lot,which street does it front on: AA 9. Area ofproposed building in square feet: Basement: P,fl: __2 nd fl: 3rd fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added:Basement: IS,fl: 2°d fl: 3`d fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y.State Construction Classification: N.Y.State Use Classification: 14. Number of stories: Overall Height: Median Height: 15. Basement to be full,or partial: finished or unfinished: 16. What material is the exterior finish: 17. Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: f (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stonmwater Management Control Permit as per§217 of Village Code? Yes: ✓ No: Area: 22. Will the pro osed project require a Site Plan Review by the.Village Planning Board as per§209 of Village Code? Yes: No: (fyes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (tfyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (f yes,the area and elevations of theflood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes:_/No: (fyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER 1: TIER II: TIER III: (fyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property. 29. What is the total estimated cost of construction: $ Note.The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the C/O. 30. Estimated date of completion: }/- 3 rYl S (Z2��(-G��4U1 } (2) 3/21/19 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 Fax (914) 939-5801 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 14 Boxwood PI Section: 129.67 Block: 1 Lot: 21 Zone: R-15 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools, patios, sidewalks, ramps, terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE N FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area (sq.ft.)* Over Base R-35 15 Lot Area (%) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R 15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area" is the minimum end of the lot size R2-F 30 range in the"Lot Area" column Area of lot: 15,000 sq.ft. Existing Allowed Proposed Total impervious coverage = 4,612 g .ft. 5,300 S , ft. 5,255 g . Front impervious coverage = 5.3 % 35 % 5.3 % Cry 3 Lk 01 I attest to the best of my knowledge and belief, the above information is correct. XX4-4 Al Architect's Signature (4) 3/21/19 BUILDING DEPARTMENT VILLAGE OF RYE BROOK L� V 938 KING STREET RYE BROOK,NY 10573 FEB 242021 (914)939-0668 FAx(914)939-5801 www.ryebrook.org VILLAGE OF RYE BROOK BUILDING DEPARTMENT ******************************************************************************** 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: A 11 W ���V� , residing at, �y vro� pk it � � �"� ►'� tj 57 .;:;�,;:��:,:•� i:1J((rv����licru you i�e 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; Rye Brook, NY. 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 subjectproperty in accordance with all State, County and Village Codes. 61r: t i;\a41w of'Prolaert: Sworn to before me this 21 AdayoftvMq , 20_� a��1N �oCK „ALL �e of New 002L you�xP``es My (6) 3/21/19 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. Co-n•vL-hc.rt STATE OF NEWALORK,COUNTY OF ) as: Fc-,�r+ , 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)he is the 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. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this 12-✓)J Sworn to before me this day of r e O N 1 , 20 2. 1 day of c b ry , 20_j2�1 Signature o P y Owner Signature of Aprlicint 1��1nllz�t�T'1�t�1d Print Name perty er Print Name of Applicant MA ary c NotaryPublic, State o V jP Notary Public CATHERINE M. BRENNAN No. 02BR6 w York ac.talif Pd in e 0"6336 NOTARYPUBLIC Con, �� Eat^/ k,Ec� ty STATE OF CONNECTICUT LIC#132012 any . p'rosor C/ _ Z MY COMMISSION EXPIRES MAY 31, (g) 3/21/19 � ~��•��`. .' � `_- -� � - .. -` .._�� �'_.� ��_.� `��-� �` .pry �' E�A. c J- Pool Terrace Paving �.. _. .� �• Vial � �. _ _ •-- MP- ' I it r i #* fcL9 1 uz It M ' � dui' 1iC'•p;' „� .,,) g�:.. y ' s J j 'f; �`�yyt l r "�' �t�- -e•� - .<� ter. �,����' � �'.r7� l;• � _, F. ti ry4 -xv Al _ :imp d'ii's .- ,, ♦,=. x x � M, . . a ,�$y.. s ;• . f F ..t ` '� ' .9c Kea;; }�#n�•S>�`rL�d�*� ,:X� 3r .:.d. 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Y�'� ;� A� �. /-.( A` `• �� R IECEEWE FEB 2 4 2021 0 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Stormwater Management Report Prepared for: Alison Brown 14 Boxwood PI Rye Brook, NY 10573 February 18, 2021 Prepared by: '40A rftk� Almeman Kirby, LLC 1171 East Putnam Avenue Riverside, Connecticut Copyright 2021 OAhneman Kirby, LLC Proiect Narrative Property of Alison Brown 14 Boxwood PI, Rye Brook,NY 10573 February 18, 2021 A. GEOGRAPHICAL LOCATION AND DESCRIPTION The subject parcel is located on the South side of Boxwood Place, South of Lawridge Dr, and North of Dorchester Dr and has a lot area of 0.34 Acres. The topographic nature of the lot is sloped from East to West. The property contains an existing dwelling, patio, driveway, slate walkway, with trees. There is also a fence along the perimeter in the backyard. B. PURPOSE AND DESCRIPTION This application package proposes a new in ground pool, surrounding walkway, and reconstructed patio in the backyard on the parcel. The pool footprint is 648 ft(See Appendix A). The regrading of the lot keeps the topography of the site going from East to West at a rate of approximately 5% in the front and rear yards with shallower slopes around the dwelling. Drainage design was performed in accordance with the Village of Rye Brook Code Chapter 217, with a net zero increase in the rate of runoff for all events up to the 25 year storm. We proposed collecting runoff from the pool and surrounding walkway and treating it with Rye Brook's Stormwater Best Management Practices (BMP). The area of the site being collected is in the backyard. Due to the existing topography of the site and the nature of the pool installation the backyard needed to be lowered slightly around the proposed pool and flattened to meet the existing contours. The stormwater will be collected by one (1) trench drain. The trench drain conveys the stormwater to four (4) Cultec 330XLHD Recharger basins. The Cultecs will be placed underneath the lawn area to the North of the proposed pool, between the pool and perimeter fence. The outlet from the Cultecs will then be routed to a control outlet structure to control the discharge rate. From the controlled outlet the runoff is directed to a level spreader located along the Western boundary of the property(See Plans). C. SOIL EVALUATION The soils within the site below the surface are 100% Type D per the USDA Natural Resource Conservation Service and are depicted on the soils map located in Appendix B of this report as follows: • Urban land-Paxton complex, 3 to 8 percent slopes (map unit symbol UpB) • Urban land-Paxton complex, 8 to 15 percent slopes(map unit symbol UpQ Refer to Appendix B for USDA Soils Engineering Properties. AKII., D. PRE & POST DEVELOPMENT SITE HYDROLOGY COMPARISON The proposed development increases the impervious coverage for the watershed but will decrease peak flows to all points of concern. The trench drain will pick up the runoff from the newly introduced impervious surfaces. The proposed grades slope towards the same location as the existing grades making for a straight forward comparison of pre and post development hydrology at a common Point of Interest. Refer to Table 1 for a comparison of peak flow rates for the existing and proposed site conditions at point of interest A. The peak runoff to all points of concern has a zero increase for the 1, 2, 5, 10, 25, 50, and 100 year storms. Upon completion of the construction depicted on the proposed developments plans, there will be no drainage impacts to any of the adjoining properties. Table I:Comparison of Existing and Proposed Peak Flow Rates for Point of Interest A 14 Boxwood PI, Rye Brook, NY- P.O.I "A" Existing/ Proposed Stormwater Runoff Data Comparison Chart STORM EVENT POINT OF INTEREST Flow/Volume EXISTING PROPOSED Q Q 1 YEAR ft3 s 0.64 0.57 -0.07 -10.94% 2 YEAR ft3/s) 0.81 0.73 -0.08 -9.88% 5 YEAR ft3/s) 1.13 1.03 -0.10 -8.85% 10YEAR TOTAL FLOW ft3/s) 1.42 1.29 -0.13 -9.15% 25 YEAR P.O.I.A q(ft3/s) 1.89 1.73 -0.16 -8.47% 50 YEAR q(ft3/s) 2.32 2.16 -0.16 -6.90% 100 YEAR q(ft3/s) 2.85 2.76 -0.09 -3.16% E. ALTERNATIVES CONSIDERED The alternatives considered included drywells collecting runoff from catch basins in the driveway and a trench drain installed along the existing driveway. The drywells were discarded due to limiting the area of disturbance to the backyard rather than removing and replacing the existing driveway. The trench drain collection, storage, and discharge option in the existing driveway was eliminated again due to limiting the area of disturbance to the backyard where the other work will be taking place. Appendix A Impervious Coverage Pre & Post Development 1 2 3 4 13 14 15 16 ZONE: R-15 A A SITE R c LOCUS SCALE:N.T.S. m E d 3 L Y B E B Lot 0 ro N O a O W 3 a V N L d W 3 rn y ILu c 3 0 m` 0. ma e S. rn 0 Q a T O) C N c Dale: w February 9,2021 'c 3 Scale: Q m 1"=20' Drawn/Checked By: o KW!TGA dBook#: a 1 N!A Job#: D DReference: e m 0 J Y 5 m 3 o5) QQ?* Y 5,0 2 E E Lot Area = 15,000 Sq. Ft. (0.34 Ac.) N K I R B Y P�� oo ��+\—��� � E (O RSVP CANNERS GRAPHIC SCALE : A\Q. 00 SINCE 1 B71 v 0 $ 3ide,CT 06878 20 0 20 1.869.4606 �/ FEET om 1 2 3 4 13 14 15 16 1 2 3 4 13 14 15 16 ZONE: R-15 A s A SITE I-id 2e Street SC-iool LOCUS SCALE:N.T.S. E E W 3 ra �a B Lot B N N O W 3 a v W L W W 3 a W 0 O O a c 3 m a C O 1C 0 to O O O T W C 41 W C Date: to February 18,2021 Scale: 2 1"=20' m DrawNChecked By: v� KW/TGA 0 Book#: a N/A a 8 Job#: D x m D Reference: e v W 0 J Y 3 W t � O� O 3 O G� o Y Q\a Gem '0 V O o �� a ^tip E Lot Area = 15,000 Sq. Ft. (0.34 Ac.) N K I R B Y �a��+moo o E (ORS*PLANNERS ^ GRAPHIC SCALE : E SINCE 1 B71 V" �j t ;ide,CT 06878 20 0 20 ;.869.4606 Q FEET DM U 1 2 3 4 13 14 15 16 Appendix B USDA Soils Engineering Properties 3 Hydrologic Soil Group—Westchester County,New York a (14 Boxwood PI) 610750 610760 610770 610780 610790 610900 610810 41°25N 41'25N o_ o Soil MaU m 1101070r. scale. 41°2'2 N 41'2 2"N 610750 610760 610770 610780 MAX 610800 610810 3 3 Nlap Scale:1:463 if printed on A portrait(8.5 x 11")sheet N 0 5 10 ME4ers 0 20 40 80 120 A Map pro)ecbon:Web Mercator Comer coordinates:WGS84 Edge bcs:UTM Zone 18N WGS84 USDA Natural Resources Web Soil Survey 2/9/2021 Conservation Service National Cooperative Soil Survey Page 1 of 4 � � N O O N m Q1 N -p a) m a) N c) 7 N m E N Nm m (f) i 3 u m p a) a) a) r a) a) C O cD V T O n U 0 U -o � mwa) m 2 ° � E aw- m o c0E O_ V 7 N p E COa) "6 N „— N n N — N E m a _ Z m Q n m00 n L a Q Cn O E N N Q E m na m m as m n N 3 a) U } o � w a Cl) L =c U m C N C L Cp L j> - 0 Z a) (ON N N m N E m 3 v a) CDL Q 3 N o o) o n c U) m V) a) a m Q z N 3 L o > w C L d 1 N O N U o3 N E U w m@ °) p - O c m _[_- a 3 m m n C L N n n/ p L N C N m 7 LL � Evi � m u °� � `° co a� U � o a, nam Q mvol>+ > L O O a) 7 U T N C C U O N CO N O E >, m E Z �0C O N 'oO -p ON �V')) a) Z m om i' cuu' n ma m E O o U O -0 (D U) Z ' 0- E O 2 D U n L ) V) C m O m E n o a) m m Q o c ° N m aNi o N co rn N E C N .LO• Z T L N N (6 0)(6 (L1 N @ 0 E O T 7 >, a) L m m O N '6 N Q Y O "p m n O C m a) O C m 7 Cn U .� Q m m O "O a m m � cmi m 0 � o n m .N E m a`� u '� ° a) O .a c o o 0 ate) a 0 o Z Q 0-0 M y L o O C) C 01"O m@ a) 7 a) C0 ._ w p U N > 7 T m 0 N ,Q N O C d N N ` N c n y fn N E O O O O a) D m m > -fl p n.a? () U . ' o N a) E m c 0 v a a) p o p m o r n U t o o m 3 H � W E — U u E cn � U 2i n � Q m 1- o N N cn � ON H � . a� z C a) 7 O � U !n Q a p a) Y O U) ,> v) 3 — m 0 a) N n m p o > m > > U p m c m L m 3 o m C� C N y O U) m a) O O m L Z O U ° E m o m a m m N N o as 0 O ❑ 0 N C m N (n A UO a) 2 U U ❑ z fn 0 2 Z) J Q = Q L p Z 0 M 0 ® a 0 3 m w a a m m Q O > > C Q m m C w o 0 � c c N O O C C O 0 a H w Q 0 > m d @ c c w d° ❑ o ❑ 0 ❑ ❑ ❑ 0 a° ❑ ❑ i Q rn Q a m m U U ❑ z c) Q ¢ m m U U ❑ z rn Q Q m m d d L) Q y O c V) d m � a) 7 N C m O z U a� Hydrologic Soil Group—Westchester County, New York 14 Boxwood PI Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI UpB Urban land-Paxton D 0.3 69.2% complex, 3 to 8 percent slopes UPC Urban land-Paxton D 0.1 30.8% complex, 8 to 15 percent slopes Totals for Area of Interest 0.4 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. USDA Natural Resources Web Soil Survey 2/9/2021 r Conservation Service National Cooperative Soil Survey Page 3 of 4 Appendix C HydroCAD Pre & Post Development Calculations N O � N � ma N a N C a` U (n J O J N O � � o O � � C � N N N � 0 C N �O ui N u N a N m CD Z,v(� U o O p O . > m m m a 0 0 � d c u 3 = x > o w 0 2 y a y H H N o a H O � ..., n wwwwa° a � 0 O m m m o z o m m m m m m m U m m m m rn rn m m o N w� O N a id m m �o o o v o ,O o Q q rn a r c� o m o O O N a M 00 LngO.1 v N K N Q O c U m a2 � N a �d 2 O J Q J U X ° o v` - M r N fh = off° m r C o n. aaci a °or ;09 m U m ��m O O E`me N d m a`o w c a � U K I J 0 m a Oa in N O C_ p N �pLu m a°1i o m O 0_ Ir (7 CA O7 CA O) CA W C upi J my C C C C O N O > LC) N N N_ q p ° F- C) 0 n 0dSou�SLS CLpa 0 a � a` a n N a 10 co m O O O u Omi O M O G U = O N V N OD m �0�{ A oo O- 0i C r M 0 t7 W N d C O O 5 C 0 to y m 0 Z. M O O O O O On N N q O N 0 c N V pQ U O U 2c C U � o 0 000 0 00 2� � (9 co n Z N Y O coO m m o 0 0 0 0 0 0 0 m p ( c m CD N . _ 0 N a.0 d o�0 o ¢ o 0 0 0 0 0 0 0 o�i U) » 0 O U = COQ2 max N O N m N V u c a` U J J O � _ N � O y G 0 Of co C U Q a O U J d m W 0 K _ N N ¢ 00 Z N NZ u� m0 I Om cx QmUO m — o 0 0 0 c o mrnrnw Gi�c UCH 22Sx0 O N d U N 0 0 0cn 'D 0 Oct G N 0)O O M O�� O cc U m a � Nv max � O d II m a � N N � � L ` C O m a o ? I I �O N O Y A w N V N 3 N r a N a - a) W p o LL II J U m c C ¢ c d 5 N C t E c 3 0 o m U p o O L U LLf7 ;� zm O d O = II U S (D adi INp io INp QN fn o m p to U` m U` o 0 a O ' j� 0 om¢ D_ 2 > N Q N U U m O m T of > mNo a xi c6 c o m m — m c) U E o u o o p d o m ID v N Z O O S O N 7 Y OO fn mm m(Dcy «mo O O U i N Nn2 O mR T, > O W W W A W <D �w o ri d O O aS m m �•o H o Z rnmmrom m �� o 0 o O N O N d U O O H O � Oo S]O II UL N N�V t`O'1� OM u N .-O NO V J x a)< L N m N a O O a N O In OD N N N d N O N N N N O O tD t0 10 tD m cD N �n 11 a0 It m a A O> A N A N a a U a TJ p N d N t U a 7 C Co O C O C iD 0 lO O O O O C a t o 3 u u a 11m a a) o c o c o o m E ? cm ? ?� > > O c E c E 41 E ` olr o ow rn � NU O a� aZ a0 N >N N �v<n E Z EU E Z aM d c_ L a o N v .E o f o 0 o f 65 C � O L U C IU y~ (V r n d N J n O O W O cn OSa O `� 0 0 d 11 n m a II DOj W 0. �f; Go Q Qo d Oa 0 0 L d d r I� � �- I� a o Q p o E E c o c 00 0 U NN a'VJ a' a'(n yn 0 T O F} O O O O x S O(n� N N O Z O N dfn O II d d Ip O m E c-D o o Q O ~ O a _ J o m ' O j N X C N C O p 0 T O y L a a M Q C U W N U m a U_CSN N y Q F O T C C C U Q O OS]® E E E ?. a a L L N Q L U U U a J n T _ a c o c c a S (n u) rn a .J J 0,O1 o d N! N m II m a C N ry L d � ` � O m a? ,u � � O O N t _ d N Q U N O ILL a o Q o o O I> n m Y I- y N N o C C t` N II >_ O p N C C M N E E o `o orci� L U) 0 z v O U II U 2 u�i a�i m Q N E m o m O N(D N(D U Q rn ° t o O U p U` N Q -2�.ry ° w Q ry ry a ry �Ol N (0 O O N 3 (0 f0 0' U N Y > ry i'Z a U _ �._ Z E =m O O�O Y OO Nj a,0)m C) ry o o O N O l7 II H �N a o 0'((0 M � m ° 10 Q) 'X'X I� O` N ai O m o u �� 0 WWW na �(D(h N o 0 a a m m T pin 0E� Z woom0m v> o� o �o mOa o N `m U MM0)MM m N o o N � N O O ry (7 O O)V V m C V OI N O 1]� II UL N.-?V'I�m mr N C (n CO N m (h m? J tt x N Q a N Q _ U M 0 0 m a t O O ? � a E O -- °, o d N N N II w a CN ry m L ` � o (p o o_ n v i� m � N L O N N t o a 0 d N y d 0 o a O r N C C N .0 C ) � � N v> E E L o c d v H o_ W (0 Z u U d Q 7 N N U o N L Q Q D 0 > 2 a 0 U � ° E 0 0 o GO- - L Z N E N =Q7 .� o U 0J '1C C 7 N C O o ry O W cn II U N O y O Q� L/ Q ry O p m O ry L N d° O p U F N (D p H o E ° w O p N ) U m fn N a Ud �} L o � p o ry o o O L o � n ° J x (D N N m a o 0 o N ¢ � � T E max X 0-1� p � o N 11 m m :N 7 a It C N N 0 x @ O O O) a o m c t d o E o e1 LL N t CO N + m U _ U hl L m U R a� N rn m o (U o X O rn h v o 3 0 M n o N = O > U) t ® U x o O IL X p Xt II rn y �n N x o C) f]J Q C �_ M cr N O II r C O O O U M u n `n o a x in itU y (n 'v 0 x ° 3 + U E a o 0 of X � � a v Q a o 7 O= X O + � O� p 41 O O m Mo = =� a E x rn_ o zo it o _ o m to 11 0 + L O m O C O X M II C J t0 L U C V T o m o + N c d X ac a m r t oU 'u II a od U v b � 0 3 �U) xU ni ``' m W L 9 II N V 6 ° - p N m O E O >.Q� O d it Q + a' O M X 'O O 10 Q,l 71 'p L] U) N O) O N �O + In O T N O x a)Q `y m U) c � y x a y u7 U) ii U) O U .0 >— m E m E u a—— E - o E E m m m o o U O a L 4- > O N U Of O U L > > U r r d 2 U W O K N CO N (O V' O U O O a N C) m °, o m CN I I m "mom NE N N a m O 70 N m L O 0 n L > it m 3 > O ` C > o J Q V N O ;O m e x X L N X a) V J V J O Q N ZZ x m Q II h II O X M Q v N#_ X_ a U M N - O F LL 4) p tO 0 ^ o 2 H O o L N O + o 0 O p N v 0 c M p CO 7 aN N w N W a E x M 11 0 O It C) U O O W m X C m O U o N O II o m M U X > 'E' O II 0 a II of u c x�p<o_ E m U mU O am x .0 o — N Q. 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O N 0 Q N C m C O ami a � o } W � } J � � o r p et ° II N c c Q zz co 0 J ro 10 3 O m Y ° ° ; J O ° O m w t Q Np " ° EE o O U W O O O v ° E E» N 3 Lt o nmm II 0 Ci 0 o c Z N �2 d Y © � m p GG a0 � �mm O Q' cn c o N a od n o o p O NU Qm cc CL W c c Iax cS(L a 0 N O1 fV N m II m 13 � Ca � N N� ` C `0 a` � J r X er o N M M � N U � c < 0 a d � c o d d von mou>m o'�n u�m r>no mN omM �mmnnaommmmo�o �r7Mc)o'�Mr>r>avav U Q U o c � ° v O pp �tpp m W O_ O N 0tO mn wm 00D.�W Y ® Q N N N N N N N N N N N N N N N N N N N N O rn rn w L m r m O N 0) O v m N m 0 0 0 n I t 1 0 n aa N m n N W n V N m n V N O m l`) m N N O n 0 m l f)N O m N 0 l°N m N�n 0�W --NNNt7m my Ow 0mO�NNf7 mug mn mmm0� NC)C)V 00mnnmmm0� NN ° in ON Na Oo M �< c m m m m m�m�m cc m m mom m c� 8 ('2 m m m m m m m m Q O"y V ow7mCODnhmmm�00�-'-NMM�V N �omnncomm O �NNP7 c700NNmiO 1�1 001Tm0 O [O U .W Oi Oi m Qi Oi Oi Oi Oi Oi Oi m 0 0 0 0 0 606 0 O o o 0606060 0 N m n2 > mm�cmmmm�ommmnnnnnnnnnnnnnnnnnnn nl�nl=i�i�l�l�l�l�l�l�t�l�nnnr�nnnn max w N U t0 ih'Ci U U 'G u `U N m o y op co rnr o0 0o rn II ao II m � A I1) A N A N N t Of C N d U p N N d y �O C p c O C c) O O c) O O c d � c d a L o 3 3 Z a > y N y = o d E N ' > > > > c E c E rn 8-1 C Z Z rn Z d a` a w N Z E,°D cov Q rNi cn EZ EU EZ d L d Q d E o f opo o f in oM II O II N o d II ' it m li it c, W �O oo adi o m a�0i co 0 d ALL Qo Q a`o d ca L y N L 11 tr: , I� d 7 v Q p E E c a c c a U NN N a�u) u) �tr0 A o O + O O O O S O(n C N N O N c Z J J Y C m E °c�Q o o Q d-.4t c o p p n o ff L a a M O a M W N N U A a U p' N O w O O Ir N 7 Q F O d d d V Q Sao o t E ° a x N Q U U U d J r O N U t0 m t0 Q, t0 m p_O U V U 'D Y Y N a M m c c c o 7 7 7 O r'CL S N tN U7 d J _1 O M � N� p N N d I I m N �a C N c m c E .d d o .E > o N d d > 4) m } J � � o � O O N I I c O x d V Q U Q J Q A N N d O dr r 5 J d L v) � o d Y 3 O O J � O L y II II n a o ° oEE o O U d 0 0 O d» N I E E o = E o L L p OD 3 M m rn O Z N M N N N O � o p"@JUd E O UI N No o O p p C �N d Ud n o o 3 > O o o ° O U Q m 2' o o E E c-E� .` �dx a a` o V N M N N ca C N N ry/my V L oL 21 ` C O @ d o ? I I N � t 7 � O N N L V Q N N N d 0 Q o J N r O C 0 O = N (a U) E E z L o c a U N a W � Z VU vO II a) Q U) E E o 0 U < N s Q >o a 2 a w Eq U O a o E ro u) c a E D E N II o 0 Y OO 7 �C'i ca 0 � O fn - II O U mom a) oo > m 0 CD O Z m O< O N t0 U O ry () d U o F N co L Y Oho LO J V x a)< �N Q CO Q 2 O O a) E > > > T max af 0� c, � N �a C N m L d l .0 O N o d II N O N O 7 n O M N L O 3 O O N 0 W O W 11 O O� > Q U N o m Y C � C C N N C 2 O N U) C U E a) C m C 7L 3 ; U Z U) H ✓O+ O Q 'n (n E a�i o m N(Dcn� U Q w 0 C? m G Y C O` > >O T N y O Q O N U O - > pl D7 N O_ a _ c 3 O 3 O N i E L U � o � .x (D - 4 U } O C. E O N O O p3 d 0 >>� a a) Z Y © fn �� " rnrnrnC� c Lo o Da o ri x fA x ai O W W W W o M N o 0 ar m m N )y E cc � 0� v v M d' oa o N m U MmM�m 5 o o FO- N N o 0 �••- II Ur Nf�V M OMtO c .- 0.0 o x a>Q _ U M D O m a t O O y ~'C N O in E N O m M C .� N E N N O. N C N W L O O 10 L 11 j O a7 al � O O 3 a1 y a f• O CV > c x XL N N C x O t N ;q ; w <O J N J IC V 1�0 7 YO p Lq r- Q ��� 1i ao x ~ J a0+ n 1 D 0 0 L _ N O S} O N N L ID f0 O C I7 0 0 0 p N a3 apO N �O O Nm lap W x�imt rn 11 UaII � o it vd 13 x� In j � 3io3: U x m V aO a oNJ a(N a n to0 iNm0C d ca XUInv 0 a03 v, LN M -. 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