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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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N 0 0 L � J p o 1p 3 0 Y O o J c � O Q U0 ° E E o > > o O U a)o O O C >> N T O } m r(P� II Z c 2 .NCN O IDO m m cc) rn w E a o h m ro p w N N C d �N — ud II o 3 �i(y n u n I- 3 N 0 O `U Q m m � a�a ooE E c c c c � � N� O Q.m � N � m C N � c m a` O O J X o v � N U N � U j a � v C � a o m U m O (L d vo)n.-m o)nmMn.-u;mMrovmN ay M )n u�mmmrrmmmrnm000� Q V o Ua a O U o T a O = m fn m c o o M �n m�m�m�m mom.-Iq cq�m d ��N N M V 0� m r r m m rn } O d N N N N N N N N N N N N N N N N N N N Z N Q j n n n n n n n n n n n n n n n r r r n Y Q y N N N N N N N N N N N N N N N N N N N OW m_ �0 m O N O V m N m O M n 0 rQ N o r N 0 r<N 0 r O N 0 m M m I n N O n[f m LL]N 0 m N 0 N m N n M 0 O h mi0 .-'-N N N M M M V)O O m n 0 0 0 N N M C m N m r m m 0 0 N M M V m n n m 0 0 0 N N 10 oy - ------ -.-.--'-N NNNN N N NN NNN N NNMMMMM N (n d U d U 0�O Oa® Ka)Q (0 1 m 0 0)0 0��N N M M�c a n�n m m r r m m rn m o o��N N M M�l R�O�O m 1 0 -0 J 0 0 O f6 U .�w 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 N CO a2 > m<ommmmmmmm<orrrrnnnnnnrnnnnnrnnrnnrnrrrrrrrrrrrrrrnnn N a y N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N a= W N ID Of N N zza _ v d E Q: m w o a`0i a w d O J � o L O O v' C N � � Q o d n° 0 o 3 0 N Y O 0 J � O w II II � y W W L a U p w O E E O O W U O O R o m a» N _ E o L L O O Z N �CN m Q. Y O N O m o�@) y m o o t, E %C) �,w o cr NO fV fV C �N d d u o o n n u r- 3 0 0 d 'o Q mad o o E E SIABiuzE WRE PILE Mans General Notes: WITH VEGETATION OR COVER' t.SPACING MAY VARY PER M1fAFACTIIIrER3 RECgi0EtM710tS.YAXYUY SPACING S 8'-a':. Z JCIN WANCINN RsIW SE14 OS BY avol APPRKi END SrAKES 1p PPEYBNr SR.T FW I BrPASSING- �t SCOPE OR LESS 3,Ir✓OW UPE1WWALY AM KVM a lT"m MARE n"1/21HE HIM S R M '---� - All information pertaining to existing grades,utilities,metes and bounds,and other existing conditions is based on a survey prepared by Spinelli Surveying, Z Qp9 located in Mamaroneck,NY and drawn on January 9,2016 and topography 2`SgUARE STWAKa00 -M��� Rn F added on January 17,20�1. Y-0` qR MEfAi E STAPoE qa F T._.m FosT �Y 4 • FXWNG GRADE °• A It is the responsibility of the contractor to check and verify all grades,dimensions t]-D YIRAn and other existing conditions,any discrepancies noted shall be reported to the yam eAa a Ex1rnFAMx Landscape Architect before proceeding with the work.Any work started before or Offr am acceptance by the landscape Architect shall be the sole responsibility of the ngFR FASM / \ MIN.SLOPE ygygpL�OR SILT FENCE MIN.SLOPE i s INCHES BEwW GRY,E Contractor�and shall be subject to corrections by him without additional / . . Silt Fence Anti Tracking Pad compensation. It is the responsibility of the various contractors to insure that all the local NPJIJ Q GI cIN.Llhl� ty.� INWIIARON NOTEs and state codes are met with regard to their work. 1 bP l.i 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE CRY AND STABLE. O 4- 2 MAXIMUM S LOPE OF STOCKPILE SHALL BE 2:1. All paved areas.adjacent to buildings shall pitch away from the building. �' 02 4 4) g) ®-it0 o IL-.W.PItJ G ('L W•4) 12�A 3.UPON COMPIkPON OF S014 STOCKPILING,EACH RILE SEwLL BE All paved areas or walks sh SURROUNDED WAR EMER SILT OR, all have a minimum pitch or cross slope of 1%. - 51;71- WRH VEGEIIIAM OR COVERED. - / CNa6FlY All grass areas shall have a minimum pitch of 2%. Tem ore Soil Stockpile Area �,. � p The user of.these drawings is cautioned that underground utilities and x N (5 v" Tl'GK foundations as shown are not guaranteed nor is there an� 9 y guarantee that all (UP�IL N 31�u �� �yfjl;'y 2°5/4!0WL W'Itic.�$A7t Br jy gx(� existing utiities and foundations,whether abarldoned or functional are shown on ( ywn yp these drawings. All necessary precautions shall be taken for the protection of Client and Public's 5PlA-- -, y IQUl3s 10'o aG'MAY. welfare. x 8-x 6 f-D p L T^^^ -?4 .� .E ll�t g'" Prior to any excavations)on this site,the Contractor shall notify"Call Before You. ` Dig,Inc.at 1-800-962-7962 in New York.. 1;1-..2'14.2h - � Pool Notes Please refer to 2020 New York State Building Code Section•R326 u (r> 2.4,1�y./ ) N'4 GA VIIOVI!�RWltiC_:1NtffF C(GiT• 2 Irl ll _ _ -_ 9 All windows in the house that open into the enclosed pool area shall be equipped hi�R U C - Ot with latches at least 48"above the floor.Openings in the operable windows shall A W�-3. iPif have less than a 4"opening when in its largest open position.All doors that open _ / _ into the of area will be self-closingand latchingwith the latch beinga minimum of W aboov'e the floor.See(NY)R326.4.2.8 of the 2020 Residential Code of New 3•3 t - p� ,I York State for akemate means ofprotection. pAD try 3 `2�i� I' I �_l�it:.: x 3(4 K4"veHTunt.meow(atTvo) All pool fending and gates shall be 4`-0"high or greater and measured outside of the pool enclosure and shall have a grade clearance no greater than 2".All gates oq - .shalt be at least 48"high and open outward from the oat All gates shall be self , G � 6 On Wood Screen Fence � closing and self latching with the latch handle within the pool enclosure at least 1)=:213.2 I � - t...;l; 40°above grade.The latch handle shall be minimum of 3"below the to of The ate Chain Link Fence Detail i P s and shall not have an opening greater than'/"within 18"of the release mechanism. 7l All gates shalt open out from the pool area.See(NY)R326.4.2.4.1,R326.4.2.7.2& 2X2 51'�P 9704FGh '20';t1 ( R 26.4.2.7.3 �r (III, �tiR70 which shall comply with ASTM F2208 and - +2.A O �7•.p { I t is-capable of equipped entry an o the P Y - the I pable of detecting en into the pool at an point and shall be audible both DR I'd d' d the h S Y ry.273,I oo sl a an inside e house.See(NY)326.7 of 2020 Residential Cade of NYS. R J 570NE.I-AVER I L?Ai�ml)�{(A)i 4W1,AR n exception to the pool alarm would be if the swimming pool is equipped with an F31RLN ( (44) ���1 Isat1 /�/ _I'�CYE�+E�,[�;{��'fil lT�:. �= vrr� automatic powersa ty cover which complies with ASTM F1346 p A 1 Y / ! I12 Zj[ 2 Brij 1;.I a.K�RY CBI�t}j[p pry M 5 1�'D E OPotK 12 g I r� Pool Contractor to strip and stockpile topsoil in areas to be disturbed b pool and- AfcY� -TaG'. Y � �(RGN �i� i-1 1 1 p. -"�1�1�=��-`��1'3QtN"t�g - _ =Pvnp•.-ts�ts� _ _ terrace coverage. The Pool Contractor shall remove all unsuitable and/or unused excavated material from the pool area from the site. Pool/} €atarstT> e r ..:.., ':;:,....••, Y 3 aapprovals,ctor shall filedrawings,p dorm p procedures,obtain permits and ..3=.HFw re. tt / I% r•+ e all ra es o all e' }' Q (� Cj IO I J o, oa, °' °' d y!' A-MH For compliance with 2020 New York State Residential Building Code Swimming :gpn Pool Construction see engineered construction drawin s provided b the Pool zoo US Included shall beanti-entrapment Yi;l., . NYM Contractor. an system as defined in R328.5 of the 5 X t o Poo `".; zohs CJ O L 2020 Code. l nc r-4L)V,-PAo L R W,tilt All I 1 necessary precautions shall be taken for the protection of Client and Public's PADTerrace Paving Detail welfare durirngconstruction. No Scale E Ft5T.etY rJ; ��tVEWAY -0mIAIN ow, Plant List .. >� L-GEN-D KEY QUANT.BOTANICAL NAME COMMON NAME SIZE Tors C W ` (274}i Existing Contour 1 �->�twrY. g TREES CU4� AC' 1 AmelanchlerCanadensis Shadblow 2"-21/2'Cal e rLB -�r� proposed Contour - TOG 5 Ttiuja occ.Green Giant Green Giant Arborvitae 7'-8' -8•Z - P .I SHRUBS >WQeMay1•"!5 G Fd - CRS 4 Clethera alnifolia Ruby Spice Pink Summersweet 4'-5' p)^tYMVy HAS 7. Hydrangea macro.All Summer Beauty All Summer Hydrangea-blue 4'5' OOFTII �r _! •�(2�4.3) Existing Spot Grade HYL 5 Hydrangea paniculata Limelight White Flower Hydrangea 4'-5' - 18P 3 Ilex merseraea Blue Princess Blue Princess Holly 5'-6' - �� POL 5 Prunus lauroc.Otto Luyken Otto Luyken Cherrylaurel 24"-30" PLS- 8 Prunus lauroc.schipkanensls - Schipke Chenylaurel 4'•5' I-I •I'2-TAi+Ci Proposed Spot Grade RM 4 Rhododendron maximum Rosebay Rhododenron 5'S' vv t VCA 1 Viburnum carlcephalum Fragrant Viburnum V-8 G?... . - Vc 1 Viburnum carlesl Korean Spicebush PERENNIALS&GRASSES B.p6L Property Line ASR 6 Astilbe rheinland Pink astilbe 5 pL pot HH 6 Hemerocallis hyperion Yelow Daylily - gal.Cont. HFW 3 Hosta Francis Williams Variegated Hosta gal.cont X X Existing Chain Link Fence LSW 3 Leucanthemum Switzerland Shasta Dailey Gat.Cont LMV 15 Linopemu,"''nvariegate VanegatedLilyturf 5 pt.pot - Planting-Plan _ MSG 3 Miscanthus sinensi gracilimus Maiden Grass 39al.cunt - New Chain Link Fence MSZ 1� Miscanthus sinensis zebrinus Zebra Grass 3 gal,cunt ' NWL 3 Nepela Walkers Low Catmint gal.Cont. RFG 7 Rudbeckia fulgida Goldsturm Black-eyed Susan - 5 pt.pot Replacement Tree Dfa;nage&Earthwork Notes: ra 6'-0"Wood Fence V VW M For all information regarding the drainage M J k0 t Existing Tree;Calipher System see Engineers Drawing. Approximately 160 cu.yds.of soil from the Existing Tree to be Removed pool construction area will be removed from the site. 9' Temporary Silt Fence Drain;Top of Frame �d� `w�4•�a rePsrco , TRgM q•Pch�� UxW Dop i—/'�G 02 Swimming Pool Development Plan D D z Mr.&Mrs.Daniel Brown • o- � FEB 2 4 2021 �<ti Jj9T 00063� 14 Boxwood Place Rye Brook,NY VILLAGE OF RYE BROOK 3///4'---- 6�Hyh% BUILDING DEPARTMENT Scale: NA n n=r * Tramontano and Rowe Landscape Architects&Site Planners 1 (203)661-3692 Date.2 q•2<zzl 1 Location Map 34 East Putnam Ave.Greenwich,CT I 1 2 3 4 5 6 7 8 9 10 11 1 12 13 14 15 16 17 18 19 20 21 22 23 1 24 25 26 27 1 28 29 30 31 32 33 34 GENERAL NOTES: 1 FX1.5'WOOD POST 10'o.c.MAX. ,! 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SEQUENCES OF � ZONE:R-15 •� "Subdivision Ma of Section One&Section 2 ORAPF_X"SI APPROVED CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. P OR APPROVED EQUIVALENT `i A 2. THE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE,LOCATION,DEPTH AND INVERTS OF ANY ' " SILT FENCE NOTES f ""A AND ALL EXISTING UTILITIES PRIOR TO COMMENCING OPERATIONS.THE CONTRACTOR SHALL S 49°04 00 W RO Map No. 10913 n //�� 1 O O.U O 1.DIG A 6'DEEP TRENCH ALONG THE INTENDED FENCE LINE. ALSO BE REQUIRED TO CONTACT THE TOLL FREE"CALL-BEFORE-YOU-DIG"PHONE NUMBER AT (8' 1-800-922-4455. __ C.L.F. -'�- 13ACKFILL 2.EXCEPT FOR THE END POST,DRIVE ALL POSTS INTO THE GROUND AT BACK SIDE OF TRENCH 10'O.C.MAX. (/ 3. THE EXISTING DRIVEWAYS WILL SERVE AS THE MACHINERY ACCESS ROUTE AS SHOWN HEREON. + + + EXIST IN 3.LAY OUT FILTER FABRIC ON THE UPHILL SIDE ALONG THE 4. ANY DRIVEWAY AREAS,PLANTINGS,LAWN AREAS AND TREES NOT TO BE REMOVED SHALL BE [?D Chain Link Fence 274.4 GRADE PROTECTED DURING CONSTRUCTION. 2'SW 274.4 274.8 274.4 0.2 NE FENCEUNE. x SIT,E /saulcyde9 5. ANY EXISTING DRAINAGE,SEWER OR OTHER SUBSURFACE STRUCTURES FOUND WITHIN THE I� _TRENCH DRAIN 16"Tree 6"Tree 12"Tree 'I1E l�°� 4.SLIP POCKET I N END OF FILTER FABRIC OVER THE FI RST m PROPOSED CONSTRUCTION AREA THAT INTERFERE WITH THE PROPOSED CONSTRUCTION - - GRATE EL. 74.10 6"Tree 15.00' lEl POST INSURING THAT THE BOTTOM RED GAUGE LINE IS AT GROUND LEVEL. F a al na Brook INDICATED HEREON SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. O _--INV d1 ZT=273.4 O H., 0 6. ANY REQUIRED FILL SECTIONS SHALL BE PLACED ON THE PERIMETER OF THE AREA AND SPREAD O - fn O 5.DRAPE BOTTOM 6'OF FILTER FABRIC BELOW RED GAUGE '�/ ` ` T LINE IN TRENCH,BACK FILL WITH SOIL AND COMPACT. , MIDIS IScn;v1 WITH A SMALL CRAWLER,TRACTOR OR OTHER APPROVED MACHINERY AND COMPACTED TO � � 12 Trek �`� �` B 95-PERCENT OPTIMUM DRY DENSITY. to / 15 FT.POCLWATER'S EDGE O PDrtchesier ® B 7, A NEW YORK REGISTERED PROFESSIONAL ENGINEER ACCEPTABLE TO THE TOWN SHALL INSPECT c 46.00'r ZONING 8xETBACK �' E ROS 10 N CONTROL SILT FENCE DETAIL ® Ar'RS-11,11 .,A56DDIailo!.c CONSTRUCTION OF THE.FACILITATES INDICATED HEREON TO INSURE COMPLIANCE WITH THE i LL_ / .JJ -,�-• -_-_ H k•ycem PROPOSED PLAN. n i N.T.S. orl0 IY,+p .- i P C A',��i• STOCKPtLEl------ = _�... NNen.,,s OJLTECNO.<IDNON-VN✓ENGEOTERILEAROPER aNE.TOPAND t 1 (I I/;- AREq 1 oxwoo�FtOP�SED-P_QOL ______ smESMANDATORr,emTOM PER ENCNEER s DESIDN PREFERENCE / „ L G p _- PROPOSED(4)CULTEC 2/30XL 1 it )Ma Lot '36'X18r �4 STABILIZE ENTIRE PILE REcxARGERs 0 wvF,r:e FEED coRNECTOR MERE SPECIFIED / 1 p .r WITH VEGETATION OR COVER LOCUS SCALE:1°=SOD' xFawwrvaAMaER NA TURAurcoMPACTEDHLL W/HVLV FC-24 FEED CONNECT Ra SF, L ,129.67-1-L1 2 NPN[zSs,m O N NED. Q SLOPE OR LESS R°�`°�" TOP OF GRAVEL EL.=273.00 y 12aR6Rm, NNxEDGRADE '� I 5,0 0 Sq. Feet LEGEND II eURLAL DE 1152 mmI FM N. , l6p TOP OF UNIT EL.=272150 _ BOTTOM OF UNIT EL.=1269.96 (r a`r ,__ _ - -, IM X 7.2 - CONTROL OUTLET STRUCTURE#1 -9s-EXISTING MAJOR cQNTouRs C 'li''S' I I I iI I I __ i l i x 27412 Stone Wa � C 1 � e,p'[152mm1M N. �� _ II - I_ J 14 I 1 nu GRATE EL.=273.00 --96--EXISTING MINOR CONTOURS BOTTOM OF GRAVEL E.=269.4 - ' DD.smEmmi INV.(IN)(ALL)=270.00'� c'.i � °'iti� 6"O PVC OVERFLOW EL.=272.20 $ x 94.s7 SPOT ELEVATIONS INV.(OUT)-270.00 -' L - L.I- -- > INV.(IN)=270.00 ND-H52mm1M". , J ZING SFbTBACK D MIN.SLOPE MIN.SLOPE 90 PROPOSED CONTOURS O �_ 2 3'ORIFICE INV.=271.70 L------ -------- T--� ' PVC .fD7� p INV.(OUT)=271.70 / STRAWBALES OR SILTFENCE x 94 PROPOSED SPOT GRADES --I O ( f INTO EX. eD(14,3mm1MIN N FENCE x 2738 SUMP EL=268.00 INSTALLATION NOTES: 1Dr/a DEEP TEST PIT LOCATION aSmmIMIN CNTERTOCENTER 20'n3ztmml PERC'B'® it / 0 A I / /, ____ - EX.CHAIN LINK 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY ®pF,pC A' PERCOLATION TEST LOCATION eswovEN CEOTEzmE1FOR scauR PRorEcrroxlro eE , 1 / /� AND STABLE. DESI N NGNEERREsroxsaLEFOREN RNG NE a n ATNNTE NALMANFGLDFEATNREAND6ENC4 ALL Drain t FENCE TO REMAIN REou neD BEAR nG CAPACTres suacRnoE sons mP., nLErENroURETP PEs R �� / RI�' 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE I:2. iQ l R I l 2��2 PAVER TERRACE Win' Lot 2 3. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL TREE;IA- TREES TO BE REMOVED D GENERAL NOTES / Yes �17 ALL RECHARGER a3oxL HE HEAVY Darr UNITS ME MaRxED / / BE SURROUNDED WITH EITHER SILT FENCING OR RECHARGER 330%L HO DV CULTEC,INC.OF&ROOIffIELD,Cr. D srORAGEPRWDED=1132CF,TT[1.0.5 FRvmI PER DESIGN UNIT. 'AL H A COLOR STRIPE FORMED INTO THE PART ALONG THE �� I /// - N STRAWBALES,THEN STABILIZED WITH VEGETATION OR TREES TO BE PROTECTED REFER TO CULTEC,INC'S CURRENT RECOMMENDED LENGTH OF THECHAMBER. \`�\ \ / PROPOSED 10'X 18" COVERED. TREE��, ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED IN / qF� INSTALLATIONcuIDELINEs. ACCORDANCE VATDX ALL DCIPAMBERSMSTBEINSTAL an ❑ I 71-J LEVEL SPREADER 4.SEE DETAIL THIS SHEET FOR INSTALLATION OF SILT FENCE. LOADTHE MBERSTALLWLL EDACCORDNG TOCULTNDTRAFFIC FEDERAL REGULATIONS line \1 V•fTee \ �r/n CI^II l-J 5. PROVIDEPLASTIC BELOWSTOCK PILE+PROTECT UNDERSIDE. 1 5., GRAVEL EL.=271.50 LDAOS VJHENINSTALLEDACCORDING TO CULTEC'S _ Ri 73.1 - - INV, 270.00 STOCKPILE DETAIL RECOMMENDED INSTALLATION INSTRUCTIONS 17.0"[432m 1 + 0 ABBREVIATIONS BD•0sz mmI DIA. 273.9 30'2� I POOL EQUIPMENT PAD INV. INVERT ELEVATION INSPECTION PGRT Unit ❑ �,'2'Tr r'!:� EROSION CONTROL NARRATIVE: TYP. TYPICAL rw 1T1 THE PURPOSE OF THIS SEDIMENT AND EROSION NARRATIVE,DETAILS AND NOTES IS TO EL. ELEVATION E TRIANGULAR ❑ j Or OUTLINE A PROGRAM THAT MINIMIZES SOIL EROSION DURING CONSTRUCTION.THE E 520"(1321 mm) I f T.B.R. TO BE REMOVED BOARD FENCING [�.z LL PRIMARY POLICIES OF THIS PROGRAM AREA: ......... p 1 O'Iire 1 a)AVOID CONTAMINATION OF ADJACENT NEIGHBORING PROPERTIES AND DOWN GRADIENT EX EXISTING TREE PROTECTION DETAIL I J NF NOW OR FORMERLY I MUNICIPAL ROADWAYS. (AS REQUIRED FOR ALL TREES TO BE SAVED) j ;1 b)TRAPPING PARTICLES AT THEIR SOURCE BY PROMPTLY STABILIZING DISTURBED AREAS. R.O.W RIGHT OF WAY SCALE:N.T.S. p o 1 ' C)AVOID CONCENTRATION OF WATER OR STORM WATER RUNOFF. 102.IT[2591 mm] - -� ! I4 2 /2 Story ;(h d)AVOID CONTAMINATION OF EXISTING STORM DRAIN STRUCTURES AND DRAINAGE PIPES. INSTauEDLENGTH=aa.O.121a3mml 272.7 }IF (h I U 71 e)MAINTENANCE SHALL BE WEEKLY AND AFTER EVERY STORM EVENT FOR ALL CONTROLS PEROLCATION TEST RESULTS W W Brick & Ff a m e 1 i I TO ENSURE THEY ARE FUNCTIONING PROPERLY. Date:February 17,2021 azD ryDss mml 4z°•ryDss mml FINISHEOGRADE + + g11n SMALL RIB Dwelling LARGE RIB GSTING ANDCOVER PER CAMPBELL 273 Z (U g 15.8' AKL Witness:Ida Gheibi FOUNDRY PAT-ERNND 10EM 4X - 1. PROPOSED EROSION CONTROLS SHALL BE INSTALLED TO THE LOCATIONS AND DETAILS EO O I SHOWN ON THESE PLANS PRIOR TO CONSTRUCTION AS APPROVED IN THE FIELD BY Note:Test holes were presoaked rcROLT MIN-OR MAX. NIN [� 7�,4 1 5>, I i THE APPROPRIATE MUNICIPAL AGENCY PERSONNEL.PROPOSED CONSTRUCTION Perc.Test:A Hole Depth=30.6" 2 COURSES OF BRICK OVERFLOA ITf p 305'p mml (SEE PUNT (1 PHASING TO BE DETERMINED IN CONSULTATION WITH THE APPROPRIATE MUNICIPAL Depth to 14 D"ISAR mml j AGENCY PRIOR TO THE START OF CONSTRUCTION. Time Water Difference Perc.Rate COD `j (in) (min/in) DRILL 3'YA HOLE 3.0.1-' �' in 1]0"[432 mm] SIDE PORTAL FOR OPTIONAL AT BASE OF CAP FF 274.4 Ni';"'n 2. LAND DISTURBANCE WILL BE KEPT TO A MINIMUM.RESTABILIZATION WILL BE 4:15 PM 18.5 - - a4s"Ie7smml INTERNAL MANIFOLD + f'' SCHEDULED AS SOON AS POSSIBLE WITH A MINIMUM OF 4 INCHES TOPSOIL,SEED AND 520[1321 mm1 (ACCOMMODATES CULTEC HVLV PVC PIPE ---- - --- PVGPIPEVWCAP 272.7 + + r!,\ MULCH."HYDRO-SEED"MAY BE REQUIRED BASED ON FIELD CONDITIONS FOR 4:25 PM 18.5 0.0 0.0 Fc-24FEEE CONNECTOR OR -� r TEMPORARY GRASS GERMINATION DURING SEASONAL PLANTING PERIODS TO INSURE 4:35 PM 18.5 0.0 0.0 11.75 INCH[298 mm)MAX O.D.PIPE ET OUTLET I P72 7 Roof Bay 270 i EE _40 FT.FRONT YARD_ Over _D_ i _ 1 Trie MINIMAL SEDIMENTATION AND EROSION. PREGsr CONORETE �" 4:45 PM 18.5 0.0 0.0 INV.SEE PLAN sacnoN ZONING SETBACK ! CULTEC RECHARGER 330XLHD CHAMBER STORAGE=7.459 CF/FT[0.693 D?Im] I r MIN. r > 4:55 PM 18.5 0.0 0.0 INSTALLED LENGTH ADJUSTMENT=1.6[0.46m] SUMP , i ,r / j - 3. HAY BALES AND SNOW FENCE AND/OR SILT CURTAIN BARRIERS WILL BE INSTALLED AT / / L1 THE LOCATIONS INDICATED ON THESE PLANS AND,IF NEEDED,ALONG THE TOE OF ALL Average'A'= 0.0 min/in G G SIDE PORTAL ACCEPTS CULTEC HVLV FC-24 FEED CONNECTOR / I �• ( I % CUT AND FILL SLOPES.ALL EROSION CONTROLS SHALL BE REVIEWED WITH AND 0.00 in/hr CULTEC RECHARGER 330XLHD / I j APPROVED BY THE APPROPRIATE MUNICIPAL AGENCY PERSONNEL PRIOR TO a PEROLCATION TEST RESULTS COMMENCEMENT OF CONSTRUCTION ACTIVITIES. N.T.S. �-�- 272.3 =' f Date:February 17,2021 SECTION Q / ( 4. ALL CONTROL MEASURES WILL BE MAINTAINED DURING THE CONSTRUCTION PERIOD. AKL Witness:Ida Gheibi �2' DRAINAGE NOTES: FOR USE IMTHIN SUBJECT PROPERTY ONLY ARE AS + / i• / ' I ' w Note:Test holes were presoaked MAN uFACTUREDBYCONNECTICUT PRECAST co. - / i 5. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION 1. CONTRACTOR TO PROBE AND EXCAVATE WHERE POTENTIAL CONFLICTS MAY EXIST PRIOR TO DRAINAGEINC.MONROE CT ONAPPROVFD EQUIVALENT. tJ_I --� walk LO ' / o PERIOD IF NECESSARY OR REQUIRED. Perc.Test:B Hole Depth=30.5" 1.REINFORCED 6 x 6 x 1D GAUGE MESH OR TO SPECIFICATIONS. 1.INSTALLATION.ALL KNOWN OR POTENTIAL CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE z.MINIMUM CONCRETE COMPRESSIVE STRENGTH a.DOO PSI 9 2R DAYS. n2 l' / Depth t0 DESIGN ENGINEER. - n SRO / / Q- Q Difference Perc.Rate CONTROL OUTLET O F`9 / ) O 6. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED OF IN A Time Water (in) (minlin) 2. ALL NEW AND EXISTING AND FINISHED GRADES SHALL SLOPE TO DRAIN AWAY FROM THE PROPOSED AND Q / II MANNER WHICH IS CONSISTENT WITH THE INTENT OF THESE PLANS AND/OR AS in H EXISTING BUILDINGS. / , / / CD DIRECTED BY THE MUNICIPAL STAFF. 4:15 PM 17 - - H 3. ALL PVC PIPE TO BE SCHEDULE 40,OR EQUAL.MINIMUM PIPE PITCH SHALL BE 1-PERCENT. STRUCTURE DETAIL L0 Ir L(7 4:25 PM 17 0.0 0.0 7. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER TO INCLUDE THE INSTALLATION N.T.S. 0 21 j / % I 4:35 PM 17 0.0 0.0 4. ALL RETAINING WALLS GREATER THAN THREE FEET REQUIRE COMPUTATIONS SEALED AND SIGNED BY A // t AND MAINTENANCE OF CONTROL MEASURES,INFORMING ALL PARTIES ENGAGED ON PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK TO 8E SUBMITTED FOR ENGINEERING - - / / - 4:45 PM 17 0.0 0.0 E __ - THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, DIVISIONS RECORDS,PRIOR TO THE ISSUANCEOFACERTIFICATEOFOCCUPANCY- - NOTIFYING THE MUNICIPAL STAFF OF ANY TRANSFER OF THIS RESPONSIBILITY,AND Average'A'= 0.0 min/in 5. ALL DETENTIONIRETENTION SYSTEMS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.ALL --�Cf) � i G ,// Z 1 FOR CONVEYING A COPY OF THESE PLANS IF THE TITLE TO THE LAND IS TRANSFERRED. 0.00 in/hr SYSTEMS SHALL USE A MANIFOLD SYSTEM TO DISTRIBUTE RUNOFF EVENLY INTO EACH ROW OF 1 Q' ---- /� 0 zYsW o INFILTRATORS.THE MANIFOLD SHALL BE INSTALLED ON THE INLET AND OVERFLOW SIDES WHEN NOT %� `I/ 8. THE EROSION CONTROLS(WHICH WILL BE INSTALLED IMMEDIATELY DOWNSTREAM OF Date: HANDLING THE FIRST FLUSH AND ONLY ON THE INLET SIDE WHEN A FIRST FLUSH SYSTEM IS BEING � '� / / �' � February 18,2021 INSTALLED. THE_PROPOSED QONSTRUCTD AREAS)SHALL BE INSPECTED PERIODICALLY AND Scale. a ESPECIALLY FOLLOWING ANY PERIODS OF EXTENDED PRECIPITATION.ANY SILTATION D r=10 6-ALL INFILTRATION SYSTEMS MUST MEET THE STO'RMWATER INFILTRATIONIRECHARGE DESIGN C CCU ('� WHICH WAS ACCUMULATED UPSLOPE OF THE PROPOSED EROSION BARRIERS IF ¢ DrawnlChecked By: m I REQUIREMENTS IN APPENDIX B OF THE TOWN OF GREENWICH DRAINAGE MANUAL.THERE MUST BE AT S 49"04'00" W i'� 2 /100•0J` <O GREATER THAN 6 INCHES IN DEPTH SHALL BE REMOVED AND THE EROSION CONTROLS 1 I KW ITGA l LEAST A 2-FOOT SEPARATION DISTANCE FROM THE BOTTOM OF STONE BELOW THE INFILTRATION %l 61 ! CHECKED AND REPAIRED AS NECESSARY TO INSURE THAT NO BREACHING OCCURRED. FEB 2 4 2021 Book#: g STRUCTURE TO THE SEASONAL HIGH GROUNDWATER OR BEDROCKILEDGE.PRIOR TO THE INSTALLATION N �C'a I NIA $ OF THE INFILTRATORS THE ENGINEER SHALL VERIFY THE INFILTRATION STRUCTURE IS BEING INSTALLED IN /%�- -�- i �, ALL LAWN AND PROPOSED PLANTED AREAS SHALL BE CHECKED TO INSURE THAT a THE APPROVED LOCATION AND IF THE LOCATION HAS BEEN CHANGED ADDITIONAL SOIL TESTING SHALL BE ------`-- '�DC .--� i.%� j GERMINATION HAS OCCURRED AND ANY REQUIRED ADJUSTMENTS PERFORMED AS VILLAGE OF RYE BROOK °b#x�xXXXXXXxxxxxx q PERFORMED AND THE ENGINEER SHALL APPROVE THE REVISED LOCATION.A REVIEW BY THE APPROVING _ ____ -- - NECESSARY PRIOR TO REMOVE OF TEMPORARY CONSTRUCTION EROSION CONTROLS. BUILDING DcPARTP,MF_NT fi AUTHORITY WILL BE REQUIRED. - - + Reference 269.9 269.1 Asphalt Curb 267.1 264.3 9. TREES TO BE CUT,FALLEN TREES OR BUSH WITHIN DESIGNATED PROPOSED 7. EACH 8MP TO BE INSTALLED SHALL HAVE THE SOILS BENEATH THE BMP SCARIFIED OR TILLED TO IMPROVE r- -- o INFILTRATION. 6'DIA.PERFORATED PVC PIPE a APPED ENDS CONSTRUCTION AREAS SHALL BE CUT TO FIREPLACE LENGTHS AND STACKED OUTSIDE 8.ALL AREAS THAT ARE USED BY CONSTRUCTION EQUIPMENT AND USED FOR CONTRACTOR PARKING MUST FINISHEDGRADE LOT No.3(WCLR Map No.14304) OF THOSE AREAS,FEED SMALLER BRANCHES AND TWIGS THROUGH CHIPPER AND Manhole STOCKPILE.ALL STOCKPILES SHALL BE OUTSIDE OF DRIP LINES OF PROTECTED TREES. g HAVE THE SOIL TILLED 12 TO 16 INCHES AND AMENDED WITH SMALL AMOUNTS OF ORGANIC MATERIAL IF RITYI 267.9 Lot Area=15,000 Sq.Ft.(0.34 Ac.) NEEDED.THE AREA TO BE RESTORED SHALL BE DETERMINED BY THE SITE ENGINEER. r� m ���yyy QQQ 10.TREES TO BE SAVED SHALL BE BANDED WITH A BRIGHT-COLORED SURVEYOR'S RIBBON J 9.A LETTER OF CERTIFICATION FROM A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK 8"(MIN.) GRAPHIC SCALE: LOCATED AT A HEIGHT VISIBLE TO EQUIPMENT OPERATORS.TREE ARMORING O�AND AN"IMPROVEMENT LOCATION SURVEY MAP"THAT DEPICTS ALL NEW"AS-BUILT'CONDITIONS FROM A 314"-1 112' _ PROTECTION MEASURES SHALL BE USED AS SHOWN IN THE DETAIL ON THIS PLAN. F O_I SURVEYOR REGISTERED IN THE STATE OF CONNECTICUT SHALL BE SUBMITTED TO THE TOWN UPON PVC(SOLID) p Q COMPLETION OF WORK AND PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE BUILDING WASHED GRAV 10 0 10 , " DEPARTMENT. OVERFLOW DISCHARGE I PIPE DIA FEET 11.INDIVIDUAL TREES OR STANDS TO BE SAVED WITHIN DESIGNATED AREAS OF PROPOSED PVC(SOLID) z Q- QUO ^l PLAN VIEW g STRUCTURES SHALL BE PROTECTED BY FENCING WHICH CIRCUMSCRIBES THE DRIP Q 3 DEEP TESTS PERFORMED BY AKL 2/17/2021 a LINE OF THE INDIVIDUAL GROUP PER THE DETAIL ON THIS DRAWING. rO Test Pit or Soil Boring#: 1 Ground Elevation:273.E W PRINTINVALIDNATHOUTSEALAND ✓ �, lo" g• N ORIGINAL SIGNATURE p.�` O�Q ^ryOj Soil Texture(Percent Sand,Sift and Depth Range in I 6"PERFORATED PVC ° Elevation Clay) Inches I I III III III TEED INTO SOLID PIPE ,APSE N NEW Yp 1�00 lO` E 273.60 Top Soll 0-5 CO R2F9� / A H N E M/�N K I R B Y Q K 273.18 Light Brown San SIR 5-60 E' 6,. G. * ENE31N1EERS-S URVEYORS•PLAN NERS Q��� }� K SINCE 1971 ✓ '` ` Elevation Depth in Inches ^ 1171 East Putnam Avenue,Riverside,CT 06878 NA MottlIn Seaasol,al HI h Groundwater LEVEL SPREADER DETAIL Fo 09745A ��6 Tel:203.869.7707•Fax:203669.4606 (!, NA Groundwater - A9aFI:SSIONP� vYww.ahnemankirby.com �J NA Ledge _ N.T.S. REV.DESCRIPTION: DATE: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 11 27 28 29 3D 31 32 33 34 I