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Home My WebLink AboutBP21-086.� �� {HERMIT # /J�� '� (�(U DATE: 3 EXP: < SECTION I �J�• 017 ,,/ BLOCK LOT,,_,+, „�,,,,, TYPE OF WORK �Yi'aYdL�/1G,+[ c�%i//IYII%�//�Q1 _�� _ _YV� %�� L_ !OB LOCATION 9 CONTRACTtS ST. CO # 1%Zi� i �rYClcP fool P(�'ui�rr�n� �ad��ehce h-PNl S-fePS, b�ulc�erWG�l�s '�' one ��7-ac��ss czJ �� - $ 723 DATE.._._. ��Q��I��r� FEE DATE _ _ «„ INSPECTION RECORD ATE, C IN FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING O i of l � %� RGH PLUM GAS SPRINKLER ELECTRIC LOW -VOLT ALA Fk IVt AS :3UILT FI Na L BI�NG/ � !/��I� � ! �� 'i � I_YJ � LAG 0 _ � Z � y��l — /58 �-I�,-� �y� �' or° u to 1 I OTHER A,tPP,RO�VALS ARB l�rC�+ �7 ��al BOT _ PB �-ebru�.n-/ 1 I , a�L ZBA OTHER AS-$UIITlFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION r (�7/.S, VILLAGE OF RYE BROOK WESTCHES COUNTY, NEW YORK >>, � /5 NO: 22-159 Certificate of ®ccupaucp his is to certify that kaber4 yr�&7 Se 6 Sa.lj A61?911e of, U i-0 /L My , having duly filed an application on c- obl-r 5, 20 .Qg requesting a Certificate of Occupancy for the premises known as, ILI J—k WQ , Rye Brook,NY, located in a k7x Zoning District and shown on the most current Tax Map as Section: J c;2-7 Block: Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. ll4, issued ` v?3 20 c;2 1, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following jj -78 New York State Classifications, Use: rl\- �6ne" Q h'I ��I Construction: , for the following purposes: r�V?eenews �S'/ens Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in height s all be roadernemgiall the building be moved from one location to another until a permit to accomplish such change hasVr it g Inspector. Building Inspector,Village of Rye Brook: Date: OCT 2 5 2022 04 LC4 4s��3 . 19 4V16 afifELlJPJ6c7aW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE October 25,2022 Robert Promisel&Susan Promisel 10 Meadowlark Road Rye Brook,New York 10573 Re: 10 Meadowlark Road, Rye Brook,New York 10573 Parcel ID#: 135.27-1-34 This document certifies that the work done under Mechanical Permit#21-158 issued on 10/27/2021 for the installation of a new under-ground propane tank has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to �'\" L� BUILD R ENT For office use only: PERMIT# ENT 5 2022 VIL OF RYE OK ISSUED: -Y—a3-3 938 KING STRE YE BROOK, YoRK 10573 DATE: /O--S-aa- VILLAGE OF RYE BROOK 9 -06 OY FEE: (N PAID BUILDING DEPART( EN APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION iiilttifittlttfifiitk♦ki►ffrtrtrt,�/rt�rt rtL►rt►krtrtrtrtrtrtrtrtrt►ti►it#tk►titfiiiifii4il'iiiff►ifrfkffiikfkffiliitltt►ii►ttlfifkk!!illfrtt►k►►►► Address:�(7 it -t' i yu`�L`f�t`ti , 2 eevy N7 leg-F3 p Occupancy/Use: !� Parcel ID#: �3J'�r a 7—/-3Y Zone: / Q(D Owner: PW1 icF j4/1� Ffl MOit Address:IO MIOUX 9k � /��►'dt��.(1/ P.E./R.A.or Contractor:.4tMy&0 �baLs Address:33�lUilb PC• ��1�(T 1�0 03 Person in responsible charge: 6-WhI 44_ Address:?a (.4M Z�R-, ,Zf W,tJyjn'C?? Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YOrRK,COUNTY OF WESTCHESTER as: being duly sworn,deposes and says that he/she resides at 0 Afffl&,kMRk /2() (Print Name of Applicant) / / D (No.and Street) W in �. F&MK ,in the County of fS rCtW�^ in the State of Ae that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ ��O y(7. 0 Q for the construction or alteration of: .�i-i j' S rn►"t►i✓y � W)I+ r_13�Co ¢X..�. j Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this ?�i Sworn to before me this day of , 20 aZ day of 920 Signature of Property Qut Owner Signature of Applicant y4DZ��f-1 M`- —'it, Print Name of Prop Owner Print Name of Applicant ' '& BRIANAZAMBRANO Notary Pu NOTARY PUBIC,STATE OF NEW YORK Notary Public c No.01ZA6437675 Qualified in Westchester County IlMy Commission Expires 08/01/2026 8/12/2021 0 Zm 4FO '9a2 BUILDING DEPARTMENT eS ILDINGINSPECTOR SISTANT BUILDING INSPECTOR VILLAGE OFRYEBROOK DE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - ADDRESS :- 1 0 �eCA" \0'0"�"� DATE: PERMIT# C�? 2 '�Cb ISSUED: 0�p) 173, ECT: BLOCK: LOT: LOCATION: ' 1, OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ;� ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ ,,FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ROSS CONNECTION FINAL ❑ OTHER �yE BRO 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR /ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ////// ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : rn � ` l DATE: --Zo2\ r \�" 2 I p �( PERMIT# ` ISSUED: SECT: ` BLOCK: l LOT: y LOCATION: 1 \�n� OCCUPANCY:�� ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED LJ REJECTED/ REINSPECTION ❑ SITE INSPECTION �` REQUIRED ❑ FOOTING --A mc, (iXom'V- ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING [I INSULATION ❑ NATURAL GAS \ ` ❑ L.P. GAS 1 c�. ❑ FUEL TANK ❑ FIRE SPRINKLER \cxb❑ FINAL PLUMBING V ST l C-er ` 1 T`�S}` `� U 1 fq � ❑ CROSS CONNECTION ❑ FINAL G3 zsZ. ❑ OTHER >j 'x S� V� - 'IZ?(2: QyE BRC��. cu � • 1982• BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : to !M92�G8 l� 1 Ck 1 ``� DATE: PERMIT# L - lJ� ISSUED:SECT: BLOCK: LOT: LOCATION: ` OCCUPANCY: 2 { ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION Q/SITE INSPECTION REQUIRED �❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS FUEL TANK , n Q ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E BRC�v� �m BUILDING DEPARTMENT ^ ❑,BUILDING INSPECTOR PASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - -- - - -- - - - - - ADDRESS :— 1 \ �- DATE: PERMIT#e [ ISSUED:J[�JV JECT: BLOCK: LOT: LOCATION: `"` t OCCUPANCY: �\ ❑ VIOLATION NOTED THE WORK IS... JE J ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION `_ REjUIRED ❑ FOOTING ❑ FOOTING DRAINAGE \} 1 ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS p L.P.GAS S� 6��►c�'� � �cn 1� �.-1wN� U c� ,�'(�'SSU�� ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�k, BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914)939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: C�ATE: PERMIT# o,`�J ISSUED: `41'r-S'ECT: � BLOCK: LOT: LOCATION: CJ ``,'CL�� J"l\ C-6-1 nC l ,"CCUPANCY: HE WORK IS... ❑ VIOLATION NOTED //// r T CCEPTED ,_J ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION 6�� REQUIRED ❑ FOOTING �� V� ❑ FOOTING DRAINAGE V(� �� C � CS---A c-vs[ ❑ FOUNDATION " ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: : ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION _ ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK �G ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BRCv� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 ��• 1932,-� (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: ` 1 /1' lr !j y1W �� L Date: / Name: /" ��/4-1 7 li Location: 1 f//t Permit#: Phone:: / Email: Work being Inspected: „4.01 X Work Inspected is: a Rejected Re-Inspection Required Violation Noted � Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water ss Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk ass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: 7lC 5 3/ r 1t = L -9` /l�t G /T Diagram: JAR 1 s Signatur01 / BR°U� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 . 1932, (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: Date: Name: Location: Permit#: Phone: Email: Work being Inspected: Work Inspected is: Accepte Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water -Pam (Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk bass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: 77 Diagram: Signature M^ W N N ri M N mo 96 ON C� rn � MOD • � w N � � v � Lj. tn_ V g m = o p+q z �O O O = F+ r W SJD3 - ON -- W U4. A 0 W00 N .. V ' �� y w �o �► p a. w g W Z � � z o . r M ciw M~ O w r O g 96 Z C? Z �. ' W 3Z < 186 _ � 0 F' pp Fg U w z a o, J Ca O G7 1 r� O w Gam. I0�0 Gam. .a z 0=0 Gi p ECIEME D BUILDING DEPARTMENT JUL 2 0 2021 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668Ax(914)939-5801 BUILDING DEPARTMENT wwwxyyhrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required / FOR OFFICE USE ONLY BP#: t�l —'Q O ICJ EP#: (> 1 JUL 2 2 1011 95 _fDL� Approval Date: Permit Fee: S --Z Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install an or re ove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. � 1.Address: [ 0 /✓� EA 10 U-14 Q{C " SBL: 135, ),-7- 1-3 L7 Zone: 2.Property Owner: P l00 s& . RdgarAddress: ►0 f-t4pjQ&V ,LAj.1k /Q D, Phone#: ,, Cell#: email: 3.Master Electrician: ADIV4, d '-OL/t'l fi-p Address: 3 19C'M/ k0K-C- P.D� Lic.#: (I��hone#:_a-D�7q7--9k"#: �27 `/Q� iail:_�,�/�/,L/,f Gam_ /E,/��r��T��I Company Name: CM✓O 1e6HT Qft'T�IL Address: 3 PF7I�B, �d 04A4 Y C f 4.Proposed Electrical Work/Fixture Count:�[�i�f�faDL /�-�� P!� .1`4 O�cr/ STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: J2 0/j (_f�L1Vi,4N being duly sworn,deposes and states that he/she is the applicant aboveqamed,and does further (print name of individual signing as the applicant)state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Ohio for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states 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. Sworn to before me this Sworn to before me this 1;1_0+`^ day of 20 day of ,20�_ Signature of Property Owner Signature of Applicant P'D/U Cow/0-�, Print Name of Property Owner Print Name of Applicant Notary Public otary lic . ALEXANDRA H.FRANK Notary Public,State of New York No.01FR6363711 Qualified In Westchester County�om 3/2l/19tnisslon Expires August 28,20�� STATEWIDE • 1:1 Main Street,Fishkill, NY 12524 1 emoil:• • SWIS JOB APPLICATION tel ;. 1 914.219.1062 1 SWISNY.com Ofi ee Use Elect.Permit#� Date Bldg Permit# r b Utility ID# Final Certificate# City/Village Zip /v 7 Township County Address Cross Street Section Block Lot 10 Owner Name/Address(If different than above) IFt/ Contact Number �'og��- �s� 91 K -y3W-ate ❑Basement ❑ 1 st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside Dlesidential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information I 3 _ �E-0 rP00L5 JUL 2 0 2021 ��OPAy�,E- VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other Inspection company,The applicant,avner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name iU�L �� Date i Signatures . Address 3 City/State Zip Code l License# Phone# -- CJ y 3 State Wide Inspection Services cjk�> 1080 Main Street Fishkill, NY 12524 TO—VIKUS 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Candlelight Electric Robert Promisel Ronald Colman 10 Meadowlark Road 3 Pembroke Road Rye Brook, NY 10573 Danbury,CT 06811 Located at: 10 Meadowlark Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP21-181 135.27 34 Certificate Number: 2021-5679 Building Permit Number: BP21-086 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 10 Meadowlark Road, Rye Brook, NY 10573 The Exterior was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 7th day of September 2022. Name Quantity Rating Circuit Type Pump 01 1 Yz HP Blower 01 1 HP LED Pool Luminaires 03 Propane Heater 01 Jandy 01 Sub Panel 01 60AMP A visual inspection was performed on the Inground Pool on September 7`h, 2022 and conforms to NFPA 70-2017 NEC to date. Grounding and bonding to current codes. fiira�[.. a M1t r Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. r C4 rl%A Lr O y C14 T N c F ' C, = Y OEM MID N 00 O Op �I Z Q �, Q •' a c� a o v O �Ty � oo Q w w w,V U E= I N z a x � C a, • O a E- $ z z Q ON < p V 00 M I' ON, v� OxG 4 3 Q oa� a s < . r. C6 0 c o , r a z C a cz s. : r D E��, D BUIL MENT VIL OF RYEOK SEP -9 2021 938 KIN ET RYE B 0 NY 10573 (914)9 939-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT k.door -- PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: PP#: Approval Date: Permit Fee: $ Approval Signature: 2 Other: Disapproved: (fees are non-refundable) Application dated, 6 7,1 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or rerbove Plumbing as per detailed statement described below. The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: d /n P-41 W,6-kW-(� � SBL:/35 c;17 1,3dq Zone:R c;fD 2.Proposed Work: f Iq v 6 q &,, G 0 `F�Rx, 1-u P Clq 5 L t A-'(9- —v a -Te� 3.Property Owner: go b�f_T P fZU/ri ( Address: 0 Phone#: 90—9.39 09SS Cell #: y/l/-670- 9 Syn, email: 4.Master Plumber: 1Leul N &o rrLe7L Address: Lic. #: 9-3O Phone#: Cell#:�`�2?37 y13�;gmail: Lv 2 4-- (21*6A 17- e /cam Company Name: 64e/4-cy /T: eeg.P Address: INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor 2nd Floor 3`1 Floor 41h Floor 5ch Floor Exterior 5.* List Other Equipment/Provide Details: �Db L F"f G-la (Notarized Signatures Required Next 2 Pages) �� 3/21/19 ST TE OF NEW rRK.COUNTY OF WESTCHESTER ) as: R--Ursf f"�>c7-C— ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the and further states that(s)he is tl Ie al o me 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 perfonned,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. Sworn to before me this ,st Sworn to before me this day of 120 2� day of ,20 2 Signature of Property Owner Signature of Applicant �C �►2trn�)J�'� l'r!�ytn t C u Print m of Property Owner Print Natne of Applicant LIIIIN Nsw Yak ez6w Gayle Notary Public M MWVo*Pow Not Notary Public State of New York Ca E>�i1M No. 01504973049 Qualified In Westchester County1�,, o mission Expires 10/09/20_.,,_Z This application must be properly completed in its entirety and must ii 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. 2 6/1/2020 BUILD MENT D C 0 V1 VIL E OF RY OOK SEP 2 7 2021 DD 938 KING ET RYI;BR ,NY 10573 4 -0 VILLAGE OF RYE BROOK t BUILDING DEPARTMENT xxxxx.xxx,.xx�x;.�,.,.xx,,.xxxxxx:xxxxxxxx*xxxxxxx*xxx��xx:�xx��x,xxx��xz<,xx,xx,�*xxxz::x:xxxKxx::xxx:,xxx�*� AFFIDAVIT OF COMPLIANCE VILLAGE CODE 4216 • 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: x,g�1-T p�yszzN .S�3N residing at, 0 k�wt,�wt. 44 Qil,L (Print name) (Address where you lip ) 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; (Mt 44gjc' (?,))q , Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signature ol'l'reperty (Print Name of Property O«ner(s)) Sworn to fore me this day of -- DREW P.ALE}CANDER NOTARY PUBLIC OF NEW YORK I.D.#OIAL6414646 otar% I'UhHC), MY CONWSION EXPIRES 03/01/2025 8/12/2021 • Laura Petersen From: Laura Petersen Sent: Thursday, September 9, 2021 2:56 PM To: lori@heritagefuel.com Subject: Tank and Plumbing Application - 10 Meadowlark Road Attachments: Affidavit of Compliance 8.2021.pdf Good afternoon, Thank you for the tank and plumbing application. We are missing, however, one page of the plumbing application. Please see a4ached affidavit p ge which requires the property owners original notarized signature. Ceyved G" of� � We also require the licensed plumber to file in person at the Building Department with his Westchester County Plumbing License. eCelved J Please let me know if you have any questions. Thank you Laura Laura(Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax(914)939-5801 1 IpetersendZi)-rvebrook.org 1 In 1 C4 [� .: „ .5 y € o F S'6 a fil H 3 � o NO Z r c - � � W o o ti b Z E F _ > IGGG WtZC) 14-1 '0 co L 0 oo W p o �j w �O F� 0 f3• U Go v� < - a Gra A p » E - .gV m Z, Q wJ w -dN . -, 0 W F. �� aoi U01) � V °. t � •y E � � wzX � s � F W z w i G ' ° � 0C oc Z � a.� � � a _F � a c a� ~ 3 Q Q m8 C � .r3 p u V� .. a/ o Z 7 C y 0 r o � B AZ = A a � � anyQ Q O Z A v U z 0 8 ,013 � U z U a � � > e' E' V > .= i ' U O W Q( OG U C F imc � � �' BUILDINAI+il'�"1tTMENT D O v� VIL wA 1, OF RV ROOK SEP —9 1021 938 KING TtuT RYIa BR ,NY 10573 (914)93 a,�6$ 11 39-5801 VILLAGE OF RYE BROOK wivVv. ' ruo r BUILDING DEPARTMENT Application for Permit to Remove, Abandon and/or Install Fuel Storay-e Tank (*Storage Tanks in excess of 1,100 gallons require registration with the County of Westchester) FOR OFFICE USE ONLY: PERMIT#: kyl�I—J5)T OCT 2 7 2021 M Permit Fee:$ Approval Date: Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Application Completed by Bonded,Licensed Contractor. 2. Your contractor's valid proof of liability insurance. (Village of Rye Brook must be listed as certificate holder) 3. Your contractor's valid proof of workers compensation insurance. (Form#C 105.2 or Form# U26.3 /or NY State Work ation Waiver) 4. Fee per Tank: Removal,Abandonment, or Installatio 00 Tank. 5. Dig Safely New York# (dial 81 1): 6. Inspection by Building Department for removal/abandonment and/or installation. 7. Submit all Manifests&Reports(after work has been completed). 8. Certificate of Compliance will be provided when all requirements are fulfilled. Application dated, Z 1 ,is hereby made to the Building Inspector of the Village of Rye Brook for a permit to remove,abandon,and/or install a Fuel Tank as herein described.The applicant and property owner,by signing this document agree that the subject fuel tank(s)will be removed,abandoned and/or installed in conformance with all applicable Village,County,State& Federal laws,codes,rules and regulations. Indicate Permit Type: Installationh.Removal( )•Abandonment( )/Above Ground ( )•Buried in Ground- 1. Address: ( � /�2� �ow C Q K SBL: 1�/077—/-37 Zone: --�� 2. Property Owner&Address: Rv T Phone#: 91#-93 r7— "(S7-�'Cell#: email: 3. Contractor&Address: 46 l -1 T Phone#: 7 Cell#:_ email: t-02 4. Applicant: 1CQ 779G� 0�0 Phone#: Cell#: email: 5. Indicate Fuel Type:Fuel Oil( )•L.P.Gas od'-Gasoline( )•Other 6. Number and Capacity of each Tank: D N C. 7. Exact Location(s)of each Tank: 5Z� Sv 2 v t 6/1/2020 STAT OF NEW YORK,COUNTY OF WESTCHESTER ) as: Vo "-f f`D�'n /S�� ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individtfal signing as the +H1 and further states that(s)he' to legal owner a 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. Sworn to b ore me this Sworn to before me this day of v400- ,20 2-1- of S 20 Z Signature of Property Owner (Signature of Applicant Print Name o perty Owner Print Name of Applicant Nota Public Soto ry DREW P-.ALEXANDER Lary Public State of New York NOTARY PUBLIC OF NEW YORK No. OISO4973049 I.D.#01AL6414646 Qualified In Westchester Coun, MY COMMISION EXPIM 03//01R0 0%09/ 0 This application must be properly completed in Its entirety anc�must ' Z' 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. 2 6/1/2020 � I 1 to rn x w,. � �' r� b `� ern i r'r/�•�_ Mm CP Y_ . r� 1 r i ��_' '•� •lei '• rn G� M ' rn -� m c O O m -' Ill 10 CD z o �1 b Z Z ° N < U Z w g oSK N n3 v' O IQ a w w = K 7 J _ Z o y U ° o Y U ot3 rc o J c o rr Z Gg c °�u ¢ 5 i u z 0 a ° Z �< S =y xZ tro N r7 ca O o J 0 m ty d12`1'Q T oN t°° o w c7 O a $ U d N W �,,,J O°wx Uu�l d �C ga c� 3 O 3 N N O U' o z Z a ` a5 Nr= a Zn ° F u� o € 4 u° o �¢ Z LL g oo-,Q. ° °$ - y X _j b w m 4N w O - m mui� J �` w is ocv, �'��K 0 W N C0 N d a i i Qw rqq K i ¢ 00 0p w ww w �> O ZZ U q a a5 °z= $ a ° �° w ��ugti_U? Nz� < obowg ug0ugm �~ o Q OLL HTrc � o ° zo m w3 &xz�U oW3�V3z Q <o iww < tJ w ap 0Z gg H y �� qa °r 3m C'1 oz m a �x mS OZb{ KNW O o �ZY Q4Wrw� N� F- U' Y } WN °NZLL OFsa K wI Q� CQ q U 1- Y W �+wao Z Z N O a r O l7 K J U IL t O a<J i U p, 'r 4 _ F io zF~wf��waoN pN D � ryq<�� Tt5 o N li 0 3 i N ¢° JZ Qaa a w w J ° `lf t. = O Q; ° W Z �o9��ila FL j W 4 K 6�t17= Ww �LL>Wy Q N U �® = w o Uo <a�� twzg Q�5 Q�� U � r J<Uz3a° a� 01010 Q 09 W �c s r` a o wW 0 � E9gN �. e w OU ON Q q � a� � °O J g a w z m � � J w � o > o LL � I � w g ft w w M c0000 � o U Z G < _ E. 0 ° X x Y H 8 m x g & e o - U) WcVn a tZ 1-�D �U) , = LLO wl 0 , >w w I 0 ILL W 0 �CIL 1 2 E ;� io. z www 3- o0_ O w w K qq J W W W w Q r� U ` •W 2 9 w (nC1 owW ex r 7 �4Lwr 2 (LLJ o J J N IT 9 to U U z - Lu CREEKOM MS PIPS & TUSI' ro, PE-2708 - YELLOW - MG IUM DEI'dSd Y All plp9,tubing and f191ri s furnished 011 Crack Plasllcs,Inc,,conform to the requirements of ASI'M D2513 and ANSI 31.9. taral"aua NQMINALDa. M?1WRAWAlL Vala"TPEH1e6' UMTUNMMS IPS PIPE +34 — ,e40 .3 ,_ .090 8.7 150f500 1.050 1 ,0 _ .095 T 11.6500 1„ - 3 5 1 . 0 18.3 150' 00'600 1.1 d° 1.660 11.0 .151 27.9 150 3 506 .1140 1.660 1 r0 .166 30;0 1' G 1.1 2' 1900 110 3 38.3 150 500 2" 2.375 110 .216 59.7 100/200/600__ 311 3.500 115 .004 125,0 1AO QtJO 6 d�500 11, .391i 206,0 0 40 ' 6n 6.625 13 .491 386.0 0 40 6n 66 .60 d75 0 Z CIS TUBING 625 .090 6.3 __,.150/500 "SDR TOW pg 4710 - B1.R1t"K VATH Yll LOWSTRIPES • HIGH fJENSITYO NOktllrti8ess HetNNA10.D. DR' MINiMUMWtUL vmatf pal low IfNrfIFNQTN6'' IPS PiPE 2n 2.375 11.0 .216 62.0 100 300 500 CT5 TUBING 625 .090 6.3 100 300 5.0D n 375 12p1 25.0 100 300/500 5lxn�i 1l�totiYu�(a hams lbro aryi�SP°��aFloIlhrtald t�oliid6n�faalund upun�cU 1 aht i�rouo;h node, JOlidlln(C i'ol I IN qS polping,(nay bo joined gllhQr heat Fus1pgrgechonlqal ttyyperfillings.DrIeH merr goare the dlftarant�y�t�of heat full n, omplglo 6194io pro oduro for jalpingO Creek �lasfics Qas pl a(s avallablA�1pan requ s1.Ih�ne choalog use of med%ani4al typo tt�1111ngs' r join iq,.one shoulg toter to manutooturat 1 irucl(orls fa proper uso;aFthose products. 5lOtd--Ibis Iachnlque can bo do a by handwllh the minimum use of tools.It consists of simulloneously 30cw �Ix'. hpoling t to external surface of the pipe end nd internal surface of a socketfining. 1 4N• " BUTT FUSION 9 PP �,,, .,.••� ��;,�,+� —with this technl ue,the usp f an application unit must be used.It consists of slmu laneous y _ G; hpaling!h eur{ae ,auoh ce pipe to p(po or pipe to litfng. o equated ends of malohing a•.N: It�,r•, SIDEINALL FU510N•-••w11h tblT technl ue,the se dl ap ap (I4alion unit must be used.It consists of slmullonooua y :•,'�;�'';:::'a' •, qq su ce of a"saddle" o filling. healing bolh external surface of the pfpo an matching, 4 h'P g• Ra%Man 5.1.12 February 11, 2021 APPROVED 6-0 RESOLUTION GRANTING SITE PLAN AND STEEP SLOPES PERMIT APPROVAL FOR PROPERTY LOCATED AT 10 MEADOWLARK ROAD VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Robert Promisel ("Applicant's submitted an application for Site Plan and Steep Slopes Permit approvals for the construction of a pool, and pool patio renovations and the installation of a stormwater management system within an area of moderate and very steep slopes (the "Project', on a 31,109 square-foot property located in the Village of Rye Brook ("Village' commonly known as 10 Meadowlark Road ("Property'D and shown on the tax assessment map as Parcel ID 135.27-1-34 on the Town of Rye Tax Map and located in the R-20 Zoning District; and WHEREAS, the Planning Board is the Approval Authority for this application pursuant to Section 209-1.A(2)(a) and Chapter 213 of the Village Code; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Short Environmental Assessment Form dated 12/22/20 and EAF Mapper Summary Report dated 12/23/20; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Building Permit Check List & Zoning Analysis; 5. The following engineering plans generally entitled, "Rosenfeld Residence" prepared Ahneman Kirby, last revised 1/27/21: a. Sheet TP-1, "Topographic Survey," b. Sheet SP-1, "Proposed Site Plan;" c. Sheet EW-1, "Existing Watershed" (11x17-sized sheet); d. Sheet PW-1, "Proposed Watershed" (11x17-sized sheet). 6. A Plan entitled "Swimming Pool Development Plan" prepared Robert M. Tramontano, last revised 1/26/21; and WHEREAS, the application is a Type II Action pursuant to 6 NYCRR 617.5(c)(12) of the State Environmental Quality Review Act (SEQRA) thereby requiring no further environmental review; and 1313/074/4834-2762-8763v1 2111121 WHEREAS, a duly advertised public hearing was opened on February 11, 2021, at which time all those wishing to be heard on the Application were given such opportunity, and the public hearing was closed on February 11, 2021; and WHEREAS, due to public health and safety concerns related to the current COVID- 19 pandemic, the January 14, 2021 and February 11, 2021 meetings of the Planning Board, at which this application was heard, were duly noticed and held via videoconference in accordance with the requirements of the Zoning Code of the Village of Rye Brook and the Governor's Executive Orders which suspend the "in-person"requirements of the NYS Open Meetings Law and provide alternative means by which to conduct public meetings and hearings; and WHEREAS, the Planning Board has considered the Steep Slopes Work Permit standards set forth at Village Code § 213-6 concerning the disturbance of steep slopes for the construction of a of a pool, and pool patio and the installation of a stormwater management system within an area of moderate and very steep slopes; and WHEREAS, the Planning Board, Village Planning Consultant, and Village staff have reviewed all application materials,including any public comments and made recommendations regarding landscaping, tree preservation and replacement and grading and filling; and WHEREAS,the Planning Board is fully familiar with the application and the Property. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Planning Board hereby approves the Site Plan and Steep Slopes Work Permit for the construction of a pool, and pool patio renovations and the installation of a stormwater management system within an area of moderate and very steep slopes on property located at as 10 Meadowlark Road and shown on the tax assessment map as Parcel ID 135.27-1-34 on the Town of Rye Tax Map and located in the R-20 Zoning District, subject to the following conditions: 1. The Planting Plan notes that 3 "TOG"will be planted along the proposed retaining wall. It was previously noted by the Applicant that "TOG" represents Thuja (Arborvitae). The plans should be revised accordingly prior to the issuance of a building permit. 2. Prior to the issuance of a building permit, the plans shall be revised to add a note that all proposed plantings shall be maintained in a vigorous growing condition. All plants not so maintained shall be replaced with new plants of comparable size and quality at the beginning of the next immediately following growing season. BE IT FURTHER RESOLVED, that no permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. 1313/074/4834-2762-8763v1 2111121 -2- On motion by Mr. Morlino, seconded by Mr. Zahl, Mr. Michal Nowak, Superintendent of Public Works/Engineering, called the roll: MS. DRECHSLER Voting EXCUSED MR. GRZAN Voting AYE MR. MORLINO Voting AYE MS. SCHOEN Voting AYE MR. TARTAGLIA Voting AYE MR. ZAHL Voting AYE CHAIRMAN GOODMAN Voting AYE 1313/074/4834-2762-8763v1 2111121 -3- IF BUIL MENT VIL E O>F BY OOK ! f 938 KING Er Ri>J BR NY 10573 DEC 2 2 2020 (914)9 39-5801 VILLAGE b R B OOK w 'ING D 'aARENT Jt T *********************************************************************************************************** FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: Z l 1 \ l Z l BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BOT© PB Ef ZBA© Chairman: - Z oAw-0,0 SITE PLAN FEE: 3o?Jr.° ' DATE PAID: ENVIRONMENTAL FEE: �o2J�0D ' eo DATE PAID: o2o'��02()� U OTHER: *********************************************************************************************************** APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. *********************************************************************************************************** This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 TREES,§107 DEMOLITION OF BUILDINGS,§224 SWIMMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL, §118 EROSION&SEDIMENT CONTROL, §213 STEEP SLOPES PROTECTION, §219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS. Applicants and their Design Professionals are strongly advised to review the above mentioned code sections online at,www.ryebrook.org prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325.00,plus$200.00 per additional dwelling unit. Non-Residential Buildings- $475.00,plus $30.00 per parking space. Planned Unit Development-$600.00,per acre PUD Amendment- $300.00 Site Plan Amendment- $575.00 Wetlands&Watercourse- $1,150.00,permit$250.00 Consultant Review(Escrow)Fee: Minimum fee$250.00-maximum fee$2,500.00 to be determined by the Village Engineer. Application fees are non-refundable. The applicant's Escrow Account must have a positive balance at all times prior to any Consultant,Attorney, or Pillage review. Escrow Fees and Site platy Fees must be paid on separate checks made pavable to the Village of Rye Brook. *********************************************************************************************************** 1. Site Address: 10 Meadowlark Road Parcel ID#: 135.27-1-34 Zone: R-20 2. Property Owner: Robert Promisel Address: 10 Meadowlark Road E-Mail: rpromisel@gmail.com Tel.#:914-937-0955 Other: 3. Applicant: Ahneman Kirby Address: E-Mail: Tel.#: Other: 4. Design Professional: Address: E-Mail: Tel.#: Other: 5. Designate to whom correspondence is to be sent: kaw@ahnemankirby.com Note: If applicant is a"Contract Vendee*',please attach a copy of the contract summary with financial and confidential terms deleted. 1 6l1/2020 6. Street which property abuts: Meadowlark Road 7. Does property connect directly into State or County highway? Q NO a YES: 8. Is site within 500 feet of Village Boundary?Q NO Q YES if yes note all bordering municipalities: 9. Total area of site: 31109 sq.ft. Area of site activity: 12000 sq.ft. 10. Site coverage:14.2 %; Building coverage: 12.6 % 11. Existing building size: 3909 sq.ft. New/additional building size: 12. Existing parking spaces: New parking spaces: 13. Nature of proposed activity: Swimming Pool and Pool Patio addition ****************************************************************************************** Please note that this application must include the notarized signature(s) of the legal owner(s) of the above-mentioned property, in the space provided below.Any application not bearing the legal property owner's notarized signature(s)shall be deemed null and void,and will be returned to the applicant. ST E OF' W ORK,COUNTY OF WESTCHESTER ) as: ,_,,`� �{Z[JY1A).ft�. ,being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further stat s that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the �('yIP�/1% 0 w for the legal owner and is duly authorized to make and file this application. (inditate archite&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. Sworn to before me this_ c( .2t _ Sworn to before me this 0-2'd day of ,20 Z(7 day of e ��.,,,`�c�,20 20 Not�fty�bli N is Sign�ture�olf Propgmpv ei j Signa ure of Appti tI1 O VA015 Cam, I�(.te tticc� Print Name of Property Owner Print Name of Applicant CAROL ANN PRIORE DOMINGO R.CARDONA Notary Public c°"""""': ,,zozs Notary Public,State of Connecticut My co-mission ExP es M'y 3 y Comini,";on Expires Sept 30,2021 2 6I1I2020 yr, )Rnv VILL OF RY OOK 938 King S t,Rye Broo N.Y. 10573 (914)93 F x.(9 39-5801 99b SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.Eyebrook.org_ Prior to the appearance before ANY meeting or hearing of the Planning Board,the applicant must comply with all Notification Requirements of Code Section 250-40. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed & Dated. Four paper (4) copies and one (1) electronic version. One (1) record set with original signatures, dates and seals shall be provided and submitted with two (2) copies that clearly indicate the signatures,dates,and seals shown on the record set. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. 5. Environmental Assessment Form. Form available on the NYS DEC website and mapper. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Af a it of ign Posting&Mail Notification. I, (Applicant's signature)have read the Notification Requirements of Code Secti6h 250-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: Applicant: Ahneman Kirby Address: Tel. #: Fax: E-Mail: Project Name: Promisel Residence Project Address: 10 Meadowlark Road Current Property Owner: Robert Promisel Address: Tel. #: Fax: E-Mail: IDENTIFICATION OF PROPERTY: Identifying Title: Tax Designation: Section: 135.27 Block: 1 Lot:34 Zoning District:R-20 Street which property abuts: Meadowlark Road Plan Submission Date: 12/22/2020 Site Plan Checklist Page 1 of 7 6/1/2020 Project Address Y N NA PLAN REQUIREMENTS O O O 4 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. O O O One(1)electronic copy of all submitted plans and surveys. O O O Topographic Survey stamped by New York State Land Surveyor with license number and seal. O O O Topographic survey scale of one(1)inch per twenty(20)feet or larger. O O O Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. O O O Name of the proposed subdivision plan. O O O Name and address of the owner of record. O O O Name and address of the applicant. O O O Deed reference(s). O O O Names, addresses and signature of every Engineer, Architect, Land Surveyor or Soil Scientist whose professional seal appears on any site plan submitted to the Board. O O O North arrow and scale. O O O Location map at the minimum scale of I"equals 1,000 feet. O O O Area of all lots, in square feet. O O O Engineering notes on plans as stated in application packages. O O O Copies of all existing and proposed deed restrictions or covenants applying to the property, including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. O O O Any prior land use approvals with respect to the subject property. 000 Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. O O O Other existing site improvements, including,but not limited to,fences,landscape or retaining walls,landscaping & screening. 000 Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. O O O Fees paid to The Village of Rye Brook Building Department. O O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPERTYINFORMATION O O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. O O O Zoning and use of abutting properties noted on plans. O O O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. O O O Location and description of existing easements within one hundred(100)feet of the site. O O O Location of existing private or public trails within one hundred(100)feet of the site. O O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. O O O Location of proposed parkland. If none state nearest recreation facility O O O Location of existing septic system leach fields within two hundred(200)feet of the site. O O O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 6/1/2020 Project Address O 00 The location of all existing watercourses, intermittent streams,wetland areas and springs,consistent with the definitions set forth in Chapter 245,Wetlands and Watercourses,of the Code of the Village of Rye Brook. Y N NA PROPOSED SITE PLAN INFORMATION O 00 Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. O 00 Location of all building setback lines. O 00 Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. O 00 The location and characteristics of the different areas of vegetation, including the identification of all individual trees 12 or more inches in diameter at breast height("DBH"), protected trees of any size, as well as stands of trees and wooded areas, within areas of proposed disturbance, consistent with the provisions of Chapter 235, Trees, of the Code of the Village of Rye Brook. O 00 Location and proposed development of all buffer areas, including existing vegetative cover. O 00 Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. O O O Shape,size,height and location of all existing and proposed buildings. O O O Location and description of any existing and proposed easements. O O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. O O O Identification of the location and amount of building area proposed for retail sales or similar commercial activity. O O O Location of existing and proposed utilities(water, sewer,gas,electrical,telephone,oil tank etc.). O O O Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. O O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. O O O Location, size and proposed screening of outdoor storage areas,if any. O O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. O O O Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. O O O Storm drainage plan and plans for snow removal and storage. O O O Pedestrian and automobile circulation plan. O O O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. O O O Erosion and sedimentation control plan, including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. O O O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control," of the Code of the Village of Rye Brook. O O O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices O O O Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213,Steep Slope Protection, of the Code of the Village of Rye Brook. O O O Location of any common lands and/or public lands. O O O Phasing or an estimated project construction schedule. O O O Supporting documents, including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 6/1/2020 Project Address 000 Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground 000 Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. 000 Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. 000 Cross sections of steep slope areas. 000 Retaining walls or like constructions,with details of construction. 000 Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. O O O Location of fire and other emergency zones,including the location of fire hydrants. O O O Studies to include,but not necessarily limited to: environmental impact analysis,wildlife,traffic,stormwater management,recreation,public service,fiscal impact,visual impact and historic significance documentation,or a written request to waive the submission requirements for these studies. O 00 Amount of any bonds required. O 00 Amount of excavated material to be removed from site,if any. Y N NA OTHER (as applicable) O 00 Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O 00 Identification of any federal,state or county permits required for the project's execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). O 00 Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WESTCHESTER COUNTY PLANNING BOARD Notice to Applicants/Developers: At some point during the development review process your project may be referred to the Westchester County Planning Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and governing bodies to refer certain development applications to the County Planning Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design,this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrals or contact Lukas Herbert at lah5@westchestergov.com. I.COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Context for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 1/5/10,can be found at ww.westchestergov.com/2025. 6 Westchester 2025:Policies should be reviewed to determine how they relate to the development proposal. H.EUPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure.In some situations,permits and approvals may be required that could change project design. Site Plan Checklist Page 4 of 7 6/l/2020 q Project Address U Map of County Facilities: Review the State & County Roads and Parks map (which also includes county channel lines)to identify proximity to County facilities at: www.westchestergov.com/planningdocs/pdfinaps/countystateroadsparks.pdf. Other useful map links for information about environmental features, septic/sewer map, county sewer districts map, etc can be found at: wwww.westchestergov.com/maps U COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm. Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. Ro IJ COUNTY CHANNEL LINES: Applications for development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm E J COUNTY PARK: New construction& land alteration projects adjacent to County parks are expected to address screening& buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls.County parks are designated as Critical Environmental Areas. EJ SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. IJBEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.com/transportation/imagesBus%20Service%2OGuidelines.pdf EJFAIR AND AFFORDABLE HOUSING: Many municipalities require inclusion of fair & affordable units in new developments. Financial assistance to achieve fair & affordable housing development is available through Westchester County & other sources. Applications that include new residential units to be affirmatively marketed & sold or rented subject to fair & affordable housing provisions should be tied to Westchester County guidelines on affordability including income guidelines of eligible households that can be found at: http://homes.westchestergov.com/. If County funding is sought to develop fair & affordable housing,the County Board of Legislators must be included as an involved agency under SEQR. DRECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash. Building expansions should also include sufficient space for separation and storage of recyclables. For more information about Countym recycling requirements go to: www.westchestergov.com/environmen&ecycling.htin SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination (IDDE) law. Information & forms can be found at:www.westchestergov.com/dpw/bldgpenn.htm Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts. The list below includes areas most frequently commented on by the County Planning Board. UWATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. IJPlans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson, Upper Long Island Sound, Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.com/planning/maps&lists/drainbasinsI1x17.html UWatershed plans have been developed for several of the County's watersheds - the Croton, Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at:planning.westchestergov.com/index.php?option=com0content&task=view&id= 1231& Itemid=2204 Site Plan Checklist Page 5 of 7 6/1/2020 RR Project Address ODevelopment that involves filling, creation of impervious surfaces or buildings and substantive loss of natural vegetation in a floodplain or flood prone area should be avoided. gq L.JAbove ground,vegetated retention/detention basins or devices are preferred because they perform better, are easier to inspect and maintain and provide additional environmental benefits over subsurface structural devices. Any such treatments should not be constructed within wetlands or buffer areas around wetlands. IJrhe development should treat and retain as much stormwater on-site as possible,particularly when the site is located in a drainage basin with known flooding problems. A Construction Stormwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at:www.dec.ny.gov/chemical/8694.html IJEnNew development should include protection of aquatic resources. For more information about protection of aquatic resourc-es & buffer areas,go to:planning.westchestergov.com/index.php?option=comocontent&task=view&id=1491&Itemid=2458 buq LJlmpervious cover should be minimized. Permeable paving surfaces should be used where feasible.Vegetative rain gardens should be used, particularly in areas of overland or channelized stormwater flow, to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.com/stormwater R UBuildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. E J SITE LAYOUT.Aesthetic design, building orientation and community character should be considered in the site layout and building appearance. DIn most locations,buildings should face the street and have pedestrian access from the street. ®Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. IJEvRBuildings should be of pedestrian-scale when seen from the sidewalk. EJBuilding facades should contribute to and enhance the character of the community. ariveway and pathway connections should be provided to adjacent sites when possible and crosseasements provided. EJSTREETS. Street design should reduce unwarranted paving and promote connectivity. IJNew streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. Clonnections could be vehicular or pedestrian/bicycle only,where appropriate. IJStreet widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces.Lane widths of 12 feet are only appropriate for major roadways. IJDriveway widths should be no more than 9 feet to reduce impervious surfaces. OPermeable paving surfaces should be used where feasible. 43 GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as:renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces.Information can be obtained from the U.S.Green Building Council at:www.usgbc.org. U LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 6/1/2020 q Project Address U Landscaping should consist of native plant species appropriate for the location. Invasive plant species should be prohibited. Invasive plant information available at: www.westchestergov.com/planning/environmental/Reports/InvasivePlantsBrochO8.pdf qU Pollutant tolerant plantings should effectively shield parking,loading areas and refuse collection sites. qU Site lighting should be provided at the lowest safe levels and lowest heights,avoiding all spillage off site. IqJ PEDESTRIANS. Safe,convenient and ADA accessible pedestrian access is provided. qU A sidewalk should be provided along the site frontage along each street. U Direct pedestrian connections should be made from the front of the building to the sidewalk. Pedestrian crossings of drive-ways& parking lots should be minimized or avoided.If they must be provided,painted crosswalks should be provided through parking lots. qO ADA accessibility must be provided. U BICYCLISTS.Provisions for bicyclists should be incorporated into project design. q IJ Bicycle parking should be provided in commercial and residential developments.Guidelines can be found at: wwww.apbp.org/resource/resmgr/publications/bicycleoparkinauidelines.pdf LJ If near a trailway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways,bicycle parking and other amenities. 11 Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. Waiver: Upon finding by the Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of development or change in use or to special conditions peculiar to a site, the submission of a final site plan, or certain portions of information normally required as part of the site development plan, is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship, such official or Board may waive such submission requirements wherever, in the opinion of such official or Board, such waiver will be consistent with the goal of promoting the public health, safety and general welfare of the community. The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing, and include sufficient detailed information for the appropriate authority to make an informed decision. Design Professional's Certification of Completion of Checklist I have fully reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. I understand that an incomplete plat or incomplete checklist shall be deemed an incomplete submission and shall be returned to the applicant upon determination of such by the appropriate authority. de L41 Name(Print)Keith Werner WE, �q� Signature 2� ��%IV V G oc Date 12/22/2020 �4A 097451h q� _Pv Pro e a Seal Site Plan Checklist Page 7 of 7 6/1/2020 Short Environmental Assessment For E Instructions for Completing Part 1 -Project Information DEC 2 2 2020 - __J VILLAGE OF RYE BROOK Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Pact 1'.*16l3oii§es become parf bftht application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Promisel Residence Project Location(describe,and attach a location map): 10 Meadowlark Road Brief Description of Proposed Action: Pool and Pool Patio Construction,installation of storrnwater management system Name of Applicant or Sponsor: Telephone: 203-869-7707 Ahneman Kirby E-Mail: kaw@ahnemankirby.com Address: 1171 E Putnam Ave City/PO: State: Zip Code: Riverside CT 06878 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑✓ ❑ 3. a.Total acreage of the site of the proposed action? 0.71 acres b.Total acreage to be physically disturbed? 0.28 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.71 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 SEAF 2019 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ ✓❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ✓❑ ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ✓❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑✓ ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: N/A Z ❑ 12. a. Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ❑ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑✓ ❑ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of'3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? ❑ ❑ 16. Is the project site located in the 100-year flood plan? NO YES ❑✓ ❑ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/n e: Keith Werner Date: 12/22/2020 Signature: Title:Engineer PRINT FORM Page 3 of 3 EAF Mapper Summary Report Wednesday, December 23, 2020 3:03 PM Disclaimer: The EAF Mapper is a screening tool intended to assist l project sponsors and reviewing agencies in preparing an environmental 2 9.83-1�2 129 83 1 161 A 83-1-117 � assessment form(EAF).Not all questions asked in the EAF are 129.83-1-9129 83-1 11 129.83-1-14 \ 29.84'1-1 answered by the EAF Mapper.Additional information on any EAF r 129.841 1 question can be obtained by consulting the EAF Workbooks. Although 129110 r r the EAF Ma p- g f t '129.83-1-13 ,�'IQ g,$3-1-15 f / Mapper provides the most up-to-date digital data available to 29.83-1.1 129-.83=1a12 Qrio�e DEC,you may also need to contact local or other data sources in order 12 9.841 to obtain data not provided b the Mapper.Digital data is not a 135.27115135.27-1-54 135.27-1-55 P Y PP 9 s 135.2 7-1 62 135.2 8 1 3 substitute for agency determinations 135.271 36 °v / 135.27-l .60 ti _ °t 35.27-1 56 135.2. 7 1 J 61135-.2 -37 1.35.27-1 61 �--`� � 135.27-1- 5 135.28-1-2 1,1,nac.11 135.27-1-17 4 1'135.27 1,57 I 13 .27-1 - •2! 135.27-1-58 135.28-1•`1/ 135-27N1-52 �m 1 _ R 135.27/-1 599 135.27118135.2i71=5I ^( 1 �35427-t-501 5.27-1- 9 _5.27-1-33 Toronto 135.27 1 19 ! i a -�f F435.28-1-12 Vd yp �Rod�estor 135.27-1 4G 135.27-1 29 ` 135.27-1=49-135.27-1-32/ 13�5.27 1 n8��/ l petroit I; Nbarry Boston 135.271 �J135.271 20 i 135.27-1-41 135.28-1-42 Providenc- 135.27-1-48 135.271= 0 . f Cleveland 135.27 1 81-35.2 7-11-21 135.27 1 1 135.27-1=27135.28-1:14 135.2 7-1-42� Z Yak 135.27-1=7 �135.27-1-47 135.2?=1 25 r ,Pittsbvgh rtmt�U 1 135.28 1 15 / I n t� Philaddph.ia y �'f351 {h�� P�N�Cran &sn��►) �i�ENn **f NKor�-Esr �pAEPNVN�Can Esn Japan.IA En.Esn China Nong Kona;Esn lThaila►x13 if 90pe'iSlreetMip� x�rul�t[ors:-antl#f �&@*f CrnAP.tlhit�f p(gn@ptnSU-e4tAap contnbUL1Ala.Ve GIS User Communrt, Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b (Archeological Sites] No Part 1 /Question 13a [Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15 [Threatened or No Endangered Animal] Part 1 /Question 16 [100 Year Flood Plain] No Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report Hardesty 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: February 4, 2021 Subject: Promisel Residence — 10 Meadowlark Road —Application for Approval of a Site Plan and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by Ahneman Kirby, on behalf of the property owner, Robert Promisel, for approval of a Site Plan and Steep Slopes Permit for the construction of a pool and pool patio and installation of a stormwater management system within an area of moderate and very steep slopes on the property located at 10 Meadowlark Road, SBL 135.27-1-34 on the Town of Rye Tax Map, in the R-20 Zoning District. Property Description The 31,109 square-foot property is currently developed with a one-story residence, driveway and curb cut, and a slate patio in the rear yard. The property slopes down approximately 17 feet from a high point at northwestern edge of rear property line to the southeastern corner of the property at front property line at Meadowlark Road. Areas of regulated steep slopes are located on the lot. Mature landscape trees and other plantings are located throughout the property. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form dated 12/22/20 and EAF Mapper Summary Report dated 12/23/20; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Building Permit Check List &Zoning Analysis; 5. The following engineering plans generally entitled, "Rosenfeld Residence" prepared Ahneman Kirby, last revised 1/27/21: a. Sheet TP-1, "Topographic Survey," Hardesty &Hanover engineering that moves you b. Sheet SP-1, "Proposed Site Plan;" C. Sheet EW-1, "Existing Watershed" (11x17-sized sheet); d. Sheet PW-1, "Proposed Watershed" (11x17-sized sheet). 6. A Plan entitled "Swimming Pool Development Plan" prepared Robert M. Tramontano, last revised 1/26/21. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEQR because it involves the construction of minor accessory/appurtenant residential structures, including garages, carports, patios, decks, swimming pools, tennis courts, satellite dishes, fences, barns, storage sheds or other buildings not changing land use or density. 2. Landscaping. The Planting Plan notes that 3 `TOG"will be planted along the proposed retaining wall. It was previously noted by the Applicant that 'TOG" represents Thuja (Arborvitae). The plans should be revised accordingly. 3. Steep Slopes Permit. Construction of the swimming pool and terrace will require disturbance of existing steep slopes on the property, grading and the construction of retaining walls that will reach a maximum height of seven feet. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. We look forward to discussion with the Board. Sarah L. Brown, AICP Senior Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Keith Werner, Ahneman Kirby, for the Applicant YASharedl0fficesWYR\DatalDocumentsDOCS215001RyeBrook14979.01 10 Meadowlark Rd pme2.docx 1 Hardesty 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com MEMORANDUM I JAN 11 202 1 To: Robert I. Goodman, Chairman, and the VILLAGE C;'�_ M RYE BROOK Planning Board of the Village of Rye Brook BUILDING DEPARTMENT Date: January 8, 2021 Subject: Promisel Residence — 10 Meadowlark Road —Application for Approval of a Site Plan and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by Ahneman Kirby, on behalf of the property owner, Robert Promisel, for approval of a Site Plan and Steep Slopes Permit for the construction of a pool and pool patio and installation of a stormwater management system within an area of moderate and very steep slopes on the property located at 10 Meadowlark Road, SBL 135.27-1-34 on the Town of Rye Tax Map, in the R-20 Zoning District. Property Description The 31,109 square-foot property is currently developed with a one-story residence, driveway and curb cut, and a slate patio in the rear yard. The property slopes down approximately 17 feet from a high point at northwestern edge of rear property line to the southeastern corner of the property at front property line at Meadowlark Road. Areas of regulated steep slopes are located on the lot. Mature landscape trees and other plantings are located throughout the property. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form dated 12/22/20 and EAF Mapper Summary Report dated 12/23/20-1 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Building Permit Check List & Zoning Analysis; 5. The following engineering plans generally entitled, "Rosenfeld Residence" prepared Ahneman Kirby, last revised 12/17/20: a. Sheet TP-1, "Topographic Survey," Hardesty &Hanover engineenng that moves you b. Sheet SP-1, "Proposed Site Plan;" 6. A Plan entitled "Swimming Pool Development Plan" prepared Robert M. Tramontano, last revised 12/21/20. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEAR because it involves the construction of minor accessory/appurtenant residential structures, including garages, carports, patios, decks, swimming pools, tennis courts, satellite dishes, fences, barns, storage sheds or other buildings not changing land use or density. 2. Landscaping.The Planting Plan notes that 9 "TOG" will be planted along the proposed retaining wall. "TOG" has not been identified in the Plant List. The Applicant should clarify what is proposed to be planted in this location. 3. Tree Replacement. It appears that 3 regulated trees are proposed to be removed. The plans should be revised to provide a schedule of regulated trees to be removed. Pending review by the Village Superintendent of Public Works, removal of the 3 regulated trees will require installation of 3, new, 2 to 2.5-inch caliper shade trees. The plans note that one, 2 to 2.5-inch caliper Eastern Redbud tree is proposed for the site. Two addition replacement trees will be provided. The tree schedule should also include replacement trees proposed for the site. 4. Steep Slopes Permit. Construction of the swimming pool and terrace will require disturbance of existing steep slopes on the property, grading and the construction of retaining walls that will reach a maximum height of seven feet. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. We look forward to discussion with the Board. Sarah L. Brown, AICP Senior Planner cC: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Keith Werner, Ahneman Kirby, for the Applicant Y:ISharedl0fficesWYRlData\DocumentslDOCS215001RyeBrookk1979.01 10 Meadowlark Rd pmel.docx Robert Promisel 10 Meadowlark Road Rye Brook,NY 10573 February 4, 2021 -" - Rye Brook Planning Board FEB 4 2021 938 King Street VILLAGE Oi_ R'i E BROOK Rye Brook,NY 10573 BUILDING O'PARTNENT RE: 10 Meadowlark Road—Rye Brook, NY 10573 To whom it may concern: On January 30, 2021, a notification letter was mailed via first class U.S. mail to the property owners within the prescribed notification area. This notification letter gave notice of the public hearing before the Planning Board scheduled for February 11, 2021 regarding the project at the above-mentioned address. The notification was sent to the owners of the homes as identified on the attached map and as listed on the attached Public Notification List. A copy of the notification letter that was mailed is also attached to this affidavit. The notification was completed in accordance with Rye Brook Code Chapter 250-40. 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Martin J. Whalen Michael D. Spencer Patricia Whalen Catherine R. Spencer 8 Meadowlark Rd 2 Eagles Blf Rye Brook, NY 10573 Rye Brook, NY 10573 Michael Kelly Michael L. Watt Janet Kelly Lauren A. Watt 10 Robins Roost 19 Meadowlark Rd Rye Brook, NY 10573 Rye Brook, NY 10573 Michele Wertheimer Fredman Paul Feinstein 1-1 Eagles Blf Joan Feinstein Rye Brook, NY 10573 6 Robins Roost Rye Brook, NY 10573 Peter R. Corbin Rachel A. Braunstein Wendy J. Corbin David J. Braunstein 5 Eagles Blf 5 Oriole PI Rye Brook, NY 10573 Rye Brook, NY 10573 Robin Lauffer Siho Ham M% arcel Ceuppens Melody J. Jones 4 Robins Roost 6 Eagles Blf Rye Brook, NY 10573 Rye Brook, NY 10573 Stephen Gross Susan Elizabeth Dellorusso Stefanie Belsito Rodolfo Dellorusso 17 Meadowlark Rd 9 Meadowlark Rd Rye Brook, NY 10573 Rye Brook, NY 10573 Thomas L. Blum Tito Hennings Michele D. Blum Mirriam Zanabria 12 Eagles Blf 11 Meadowlark Rd Rye Brook, NY 10573 Rye Brook, NY 10573 .to A. Lawrence Gerosa Adam Blinderman 7 Eagles Blf Marjory Binderman Rye Brook, NY 10573 15 Meadowlark Rd Rye Brook, NY 10573 Bruce R. Kaliner Bruce Sherling 6 Meadowlark Rd 4 Eagles Blf Rye Brook, NY 10573 Rye Brook, NY 10573 Christopher Davidson Daniel Broch Kyle Davidson Lauren Broch 8 Eagles Blf 21 Meadowlark Rd Rye Brook, NY 10573 Rye Brook, NY 10573 David Mandel David S. Brady Susan Mandel Birte Wistinghausen 3 Eagles Blf 9 Eagles Blf Rye Brook, NY 10573 Rye Brook, NY 10573 Deep Bhandari Elizabeth Priven 1 Eagles Blf 2 Robins Roost Rye Brook, NY 10573 Rye Brook, NY 10573 Jane G. Lewis Jayson Esterow 10 Eagles Blf Lindsay Esterow Rye Brook, NY 10573 4 Oriole PI Rye Brook, NY 10573 Jody Rones Kieth Hughes Dana Rones Andrea Hughes 3 Oriole PI 8 Robins Roost Rye Brook, NY 10573 Rye Brook, NY 10573 NOTICE OF PUBLIC HEARING Public Notice is hereby given for a Site Plan and Steep Slopes Permit applications submitted to the Village of Rye Brook Planning Board. The matter is scheduled for a Public Hearing before the Planning Board on February 11, 2021 at 7:30 p.m., at Rye Brook Village Hall, 938 King Street. Owner: Robert Promisel & Susan Promisel Applicant: Robert Tramontano, Landscape Architect Premises: 10 Meadowlark Road (Parcel ID# 135.27-1-34) Application: Review of a Site Plan and Steep Slopes Permit Applications for the proposed in-ground swimming pool with patio, terrace, pool equipment, pool fence, new steps, boulder walls and stone steps. The February 11, 2021 the Planning Board meeting will be held via videoconferencing and in-person, if permitted by the Governor's Executive Orders. The public will have an opportunity to see and hear the meeting live and provide comments. Further information on in-person attendance, if permitted, will be available on the Village website. The public can watch the live meeting on Cable TV, online from the Public Meetings link on the Village website (www.ryebrook.org), and through the Zoom App. If any interested members of the public would like to provide comments on an application, comments can be called in during the meeting at +1 (929) 205-6099, Meeting ID: 818 7471 8280 or provided through the written chat section of the Zoom meeting. Comments can also be emailed before and during the public hearing to Michal Nowak, Village Superintendent of Public Works, at mnowak@ryebrook.org. Please check the meeting Agenda posted on the Village website for further instructions to access the virtual meeting and for updated information. Additional information is available at the Rye Brook Engineering Department at (914) 939-0753. Jti AN 2 8 2021 Robert Promisel _ ,_.._.. ...__ 10 Meadowlark Rd VILLAGE OF AYE BP.00K BUILDING DEPAUVENTJ Rye Brook, NY 10573 January 28, 2021 s Rye Brook Planning Board 938 King Street Rye Brook,NY 10573 RE: 10 Meadowlark Rd - Rye Brook, NY 10573 To whom it may concern: On January 27, 2021 a sign was posted at 10 Meadowlark Road notifying the public about the upcoming public meeting regarding the project at the above mentioned address. The notification was completed in accordance with Rye Brook Code Chapter 250-40. Very truly yours, 4�' Adam Arias Ahneman Kirby, LLC INGO R.CARDONA otary Pu*State of Connecticut '.y COmmi :ion Expires Sept.30,2021 ,i W w � w w Q O' NO J Q (If UJw � _j a = � - 0 = z LU -� N Y + u� Q00 < Of W �0Cc �— COW � m m � � 0 Q c Z J O L1J � < 7- CO U J z z Q Y z 00 I— a O co( :E � f. CL Q CL m F-- = z s JAN - 6 2021 Robert Promisel VILLAGE OF K'r't_ BROOK 10 Meadowlark Rd BUILDING i- rQARTr LENT Rye Brook,NY 10573 January 5, 2021 Rye Brook Planning Board 938 King Street Rye Brook,NY 10573 RE: 10 Meadowlark Rd-Rye Brook,NY 10573 To whom it may concern: On January 5, 2021 a sign was posted at 10 Meadowlark Road notifying the public about the upcoming public meeting regarding the project at the above mentioned address. The notification was completed in accordance with Rye Brook Code Chapter 250-40. Very truly yours, sti o nilla State of CONNECTICUT, County of FAIRFIELD Subscribed and swom to(or affirmed)before mE on this 0+ day of u�>;AV 20, . I�r;S'rie�h Foy l � . proved to me on the basis of satisfactory evldenc, to be the person(s)who appeared before me. Notary Signature Mark Dorenbosch Notary Pubic,Starve or CWnOCWA my Cam wwon Ewes oar inm _ y 3kr v. M Ii I lir � qp t �' 1 i � •,, r,,�, w,l � .lei _, __ y ' ,•I ZZI FF REV PLA JAN 28 2021 DAT P.4 d6,Qr — _ Stormwater Management Report Prepared for: Robert Promisel 10 Meadowlark Road Rye Brook, NY 10573 October 1, 2020 Revision #1 — December 21, 2020 Prepared by: ,,A r.,., Ahneman Kirby, LLC 1171 East Putnam Avenue Riverside, Connecticut Copyright 2020 OAhneman Kirby, LLC OHAYWARKY t SwimCLear'" Multi-Element Cartridge Filters •.. "No H J Y F _ 7 MAXIMUM FLOW WITH MINIMAL MAINTENANCE. Featuring an assembly of reusable polyester cartridge elements with precision-engineered cores, SwimClear'"multi-element cartridge filters provide heavy-duty dirt-holding capacity and extra-long filter cycles. In fact,as the industry's largest filter,the C7030 model offers the longest time possible between cleanings. SwimClear fitters'top manifold configuration boasts industry-leading hydraulic performance,facilitating maximum flow through all cartridge elements for superior water clarity and increased energy savings. Heavy-duty,tamper-proof,one- piece clamp provides quick access Reinforced co-polymer tank is to internal components without durable enough to withstand disturbing plumbing connections tough environmental conditions ................................................. Low-profile tank base makes removal of cartridge elements CPVC 2"or 2-1/2"union connections fast and simple ......................................................................... provide maximum hydraulic performance with 2" plumbing SPECIFICATIONS Filter Type Cartridge elements: s z 225,325,425,and 525 ft (4 cartridge elements),700 ft 18 cartridge elements] _..............._....—_..._....__._.............................. - ._._.._.....-----_ --..__._... _ _---..._.__.............. _..._......_.. Filter Tank High-strength,injection-molded durable glass reinforced copolymer ` of Y Fitter Element Reinforced polyester _..__....._...—--— ----'-- --.....-- ---- - ..__............_._..---...---.... — --...---..._._..--------....---..__._............._._......-- ----.._..._._.... ---------.......--- Performance Range 84 to 150 GPM,318 to 568 LPM --— --------- -- ..—...-- ._...__..._.__...................— C2030-24"W x 321/2"H(58 cm x 81 cm) C3030-24"W x 341/2"H 158 cm x 87 cm) Dimensions I C4030-24"W x 401/2"H(58 cm x 102 cm) C5030-24"W x 461/2"H 158 cm x 117 cm) C7030-24"W x 521/2"H(58 cm x 134 cm) FILTER PERFORMANCE DATA MODEL i EFFECTIVE TURNOVER — I L__ _ NUMBER FILTRATION AREA DESIGN FLOW RATE- 8 HOURS i 10 HOURS ...._....._... _._...---....__._._..._...- ---- -----...._.-._........._..--- -------......_..._. ...--- C2030 225 ft2/20.9 ml 84 GPM*/318 LPM 1 40,320 gat/153 kl j 50,400 gat/191 kl _..i.......__...--------...__._.._.... ----......�._...-- - --.._._.............. _ _ ..................._. -. 203 T�-.._......_.__-___.__....__-__- �-..._......_...___._._.. _..___. C3030 325 ft1/30.2 mz 122 GPM*/462 LPM ! 58,560 gat/222 kl 1 73,200 gat/277 kl C4030 425 fN/39.5 ml 150 GPM**/568 LPM 72,000 gat 273 k1 90,000 at/341 kt _...._......... _....__...._._...._..-----..—_---. .._.....__...._._._..-----._...._._....---..._.... --._....._...._...---------------....._..........._........ C5030 525 ft2/48.8 m2 150 GPM**/568 LPM 72,000 gal/273 kl 90,000 gal/341 kl C7030 700 ftz/65.0 ml 150 GPM**/568 LPM 72,000 gat 273 k1 90,000 gal/341 k1 *Based on NSF recommended rate for commercial use at.375 GPM/ft2 **Determined by pump size and piping system hydraulics;2"piping is recommended for flow rates equal to or greater than 90 GPM(341 LPMI. Hayward doesn't recommend flow rates above 150 GPM. SwimClear Fitters are listed by: O hayward.com » 1-888-HAYWARD Pumps » Filters Heating Cleaners Sanitization » Automation >> Lighting Water Features >, White Goods Hayward is a registered trademark and SwimClear is a trademark of Hayward Industries.Inc.©snot Hayward Industries, HAYWARD� Inc.All other trademarks not owned by Hayward are the property of their respective owners.Hayward is not in any way affiliated with or endorsed by those third parties. LITSCME17 Technical Data Digital and Millivolt Gas Heaters i— B--1 CgNB HfgTfR f�NSjgl! FLUE � ,D. N f— Cfi 13 J 4-3/8, 8-7 C _TJ 0 IN OOR O DRAFMOOD 0 32-11/16" 40. DEslck 13-1/4" 36' ELECTRICAL ® STACNLESS CONNECTION • ® OUTDOOR TOP 26-5/6" ® CFRTIFlEV 0M CONNECTON Amp Draw 120 volt 240 volt A 26" Digital 4 2 Shipping Weights(Ibs) w/Polymer w/Cast Iron . I cupro-nickel(polymer headers) (A) (B) (C) Headers Headers and and Indoor JR406A BTUH Cabinet flue Indoor (D) (J) Gas Water Stackless Stackless Draft- Input Width Dia. Drafthood Minimum Conn. Conn. Top Top hood ++ 180,000 20" 6" 61-5/8" 10" 11-3/4" 3/4" 2" 187 206 12 .. +++ 240,000 23" 7" 62" 11-1/2" 11" 3/4" 2" 210 229 15 +1 300,000 26" 8" 63" 13" 10-5/8" 3/4" 2" 230 249 17 ' +++ 360,000 1 29" 1 9" 1 64-1/2" 14-1/2"' 12-1/8" 13/4"' 12" 1249 268 20 Designation for a Digital heater using propane gas is "EP"; a Digital heater using natural gas is "EN". Designation for a Millivolt heater using propane gas is "MP"; a Millivolt heater using natural gas is "MN". Prefix "P" is for plastic (polymer) headers; "C" is for cast iron (ASME) headers. Suffix "X" is for cupro-nickel tubing; "C" is for copper tubing Example: P-R406A-EN-X = Plastic headers, 406 model size, digital, natural gas, cupro-nickel Reduce input 4% for each 1000 feet above sea level when installed above 2000 feet elevation. Manufactured under Patent No. 3,623,458. Plastic (polymer) headers cannot be used for installations requiring ASME certification. Rheem'Company Swimming Pool and Spa The Pool and Spa Hearing Experts- Heating Products Technical Data Features All models Digital models only • PolyTuf Textured Powder Coating • Microprocessor-Controlled Thermostat The Raypak gas heater has a polyester-coated, non-corrosive cabinet that is more The Raypak Digital gas heater features a microprocessor-based control center.This durable than solventborne- and waterborne-coated metal cabinets. Every piece of control allows you to set your pool or spa temperature precisely at your favorite setting sheet metal goes through a 7-stage wash system, making certain the powder paint just by pressing the up or down temperature control buttons. has a perfect bond.Underneath the tough,yet beautiful finish you will find galvanized • Self-Diagnostic metal that offers superior rust prevention and years of durable service. On-board diagnostic controls let the user and the service professional know what is • Stainless Steel Heater Base going on with the heater at all times.All information is presented in real English,no The interiror base pan is manufactured from 400 series stainless steel to help prevent cryptic codes to decipher.In the event that you would ever have a problem with the rust and corrosion.Raypak is the only heater manufacturer to offer this as standard heater,the digital display will indicate the source. equipment. • Flame Strength Indicator • Wind-Resistant Design A pool industry first! The pilot flame signal is monitored with an easy to read visual No need for fans to combat drafting problems. This heater is designed to draft bar display.4 bars or less indicate a weak signal,letting the service tech know that naturally in outdoor installations with its exclusive low-profile design. It is so the pilot should be checked. 5 bars or more indicate good flame rectification. thoughtfully and carefully designed it actually protects itself from the things that tend • Voltage Monitor to stifle ordinary pool and spa heaters.It delivers uninterrupted heating performance Transformer output power can be monitored by the circuit board.This helps service regardless of falling leaves,wind,airborne debris,rain,downdrafts,updrafts,sleet, techs diagnose issues quicker and more efficiently. snow,etc. • Cycle Counter and Run Time Monitor • Polymer Headers The control captures every cycle of the main gas valve as well as how long it stays Polymer headers prevent rust stains from harming your pool's surface, giving you open.This offers valuable and useful feedback to the service tech.By monitoring the years of trouble-free swimming pleasure. run times on multiple unit installations,the load can be evenly distributed among the • All-Copper-Fin-Tube Heat Exchanger units,preventing excessive wear and tear on one unit. The fin tubes of the heat exchanger are each made from a single piece of extruded • Remote-Compatible copper.This integral-fin design allows maximum heat transfer to be attained and Compatible with most major pool control and remote systems on the market today.Any maintained.Cupro-nickel is also available as an optional upgrade. two-wire or three-wire remote can connect to the heater and be integrated into the • Stainless Steel Tube Sheet pool control system of your choice. Stainless steel tube sheets are used on all Raypak heaters with the polymer headers. • Electronic Ignition This allows for a completely nonferrous waterway,leaving your pool truly rust-free. Raypak Digital heaters come standard with intermittent spark ignition pilot safety • CPVC 2"Water Connections controls.What this means is that the pilot only comes on when there is a call for heat. Standard with every Raypak heater is a set of 2" slip-fit CPVC water connections to make your installation secure and effortless. Millivolt models only • Condensation Protection The Unitherm Governor helps reduce condensation from low inlet water temperatures. Mechanical Thermostat It automatically regulates the water flow to help keep the water temperature in the The Raypak Millivolt gas heater comes with one mechanical thermostat.This control heat exchanger above 105°F. Both water temperature and water flow rate are allows you to set your pool or spa temperature precisely at your favorite setting. controlled to eliminate condensation, sooting, and scale build-up that can shorten • Millivolt Controls heater life. No power source is required for the Raypak Millivolt heater. All operating electricity is • High Flow Rates supplied by the pilot thermocouple. The Raypak gas heater comes with an automatic bypass built into the header.You'll find that the heater is capable of handling water flow at a rate up to 125 gpm. Quality assurance • Burner Tray • ISO 9001 Every burner tray is built to last,from the stainless steel burners to the aluminized We are proud to be an ISO 9001 registered manufacturing plant.It's one more reason metal used in the heat sensitive areas.Innovative design allows for the easy removal why Raypak is number one in the heater industry today. of the tray and burners for servicing. • End-of-Line Test • Fire rile Every Raypak gas pool heater is plumbed and test-fired before it is put in the carton. A ceramic fiber combustion box keeps your heater running efficiently while keeping the This ensures that your heater will work right out of the box and continue to give you outside jacket cool.By using this space-age material the heater won't retain residual years of trouble-free operation. heat after it is turned off,allowing it to be installed without the use of costly metal e Quality Check Points heat sinks. The Raypak assembly process includes six final assembly quality check points that • Fuel-Efficient help to ensure that every Raypak gas heater is built correctly,and built to last. Energy-smart Raypak heaters consistently achieve the highest efficiency ratings.They . CSA-Certified meet all federal and state standards. All of Raypak's gas pool heaters are CSA-certified to the ANSI Z21.56/CSA 4.7 standard. In keeping with its policy of continuous progress and product improvement,Raypak reserves the right to make changes without notice Swimming Pool and Spa Heating Products Litho in U.S.A.02008-2013 Raypak,Inc. 6000.35E • 08-01-13 HAYWARD' Super II TM ENERGY EFFICIENT, FULL- RATED, HIGH-PERFORMANCE PUMP SERIES Power your system with the energy efficient, full-rated Super II pump series from Hayward". These efficient, high performance pumps are built to last and engineered to perform even under the most demanding conditions. Convenient features include a see-through cover so pool owners know exactly when to empty the extra-large debris basket. Performance features include full-flow , hydraulics that allow greater flow at a lower cost of operation and a housing design that makes it as quiet as it is dependable. 4 � 1 .j •4 I Total1 I Cleaners I SanitizationAutomation 1 1 I Safety I White Goods See-Through Strainer CoveF Service-Ease Design allows simple lets you see when basket needs access to all internal parts.Motor cleaning and eliminates guesswork. and entire drive group assembly 155 cubic-inch basket has rigid can be removed, without disturbing construction including load-extender pipe or mounting connections,by ribbing for free-flowing operation. disengaging just six bolts. Uni-Bracket Mounting Base Heavy-Duty,High- provides stable,stress-free Performance Motor support,plus versatility for --- with airflow ventilation for any installation requirement. Full Flow Hydraulics , quieter,cooler operation. Adapts 48-and 56-frame allow greater flow at a motors. lower cost of operation. Self-Priming Heat-Resistant, Industrial- Suction lift up to 10' -Size Ceramic Seal above water level. is long-wearing and drip proof Total Full Service Pipe DIM OVERALL DIMENSIONS MODEL HP SP3007EECA 1.13 3a 1.50 115/230 1 2" 151/4" SP3010EEAZ 1.50 1 1.50 115/230 2" 151/4" SP3015EEAZ 2.00 11h !, 1.33 1115/230 2" 16Yfi" �nr SP3020EEAZ 2.50 2 1.25 230 2" 16%" L„ _ �_n7a�im.--A SP3025EEAZ 3.45 3 1.15 !. 230 2" 173A" SP303063AZ 3.45 3 1.15 230/460 2" 14W 'Three Phase m 6 3' 120 Super II 155-Cubic- 34 110 -30 100 - Inch Br3SkPt 27 90 is more like a bucket. The 24 80 Super II Pump Series features 21 70 18 60 impressive leaf-holding capacity. 15 50 Rigid construction includes load- 12 40 extender ribbing for free-flowing SP3WLEFJIZ 9 30 spwlwe gP'0i0° operation, even under extra- 6 heavy debris loads. 3 10 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 GPM Super II Series Pumps are listed by: 0 38 76 114 151 189 227 265 303 341 379 416 454 492 530 568 606 643 681" Energy CAPACITY PER MINUTE U� NSF. GO- Efficient To take a closer look at Super ll Pumps or other Hayward products,go to hayward.com or call 1-M-HAYWMD HAYWARD® 620 D vls on Street I Elizabeth-NJ 01201 sJanoD food Dilewolny ui siapeal plaoM d y srn s f � r ' + s 1 ► saDAOD lOOdDilewolnV- ,ui pappuels aq1 c-C #: are� � � � a' : � ... - �"r.:lpv� „p�•"�i � �!7^Ya i J • Ski 1 `r E- 1 9 . I i - r MR966- AM y.. Only the best will do when designing your Backyard Oasis. Choose Aquamatic Cover Systems. At Aquamatic we have dedicated years of investment to give you the ultimate system at an affordable price. Nh On surface, ... but the most important part of any pool cover is the mechanism. The Patented mechanism of the HYDRAMATIC represents the best value for your durable investment. Designed to last the lifetime of your pool,the Hydramatic is maintenance free,and the most reliable cover on the market with the most extensive warranty in the industry today... 20 Years , Drive Warranty ,,°IYears Fabric Warranty v How the Cover Works � o - 0 (Our compact drive shown) The Hydramatic operates via two hydraulic torque motors,one directly connected to the cover drum to open the cover,the other torque motor drives the rope reel which closes the cover. The direction is controlled by turning the key to the desired position (open or close) which actuates a proprietary solenoid valve to send the hydraulic fluid to the corresponding motor,either the cover drum to open,or the rope reel to close. This design is elegant in its simplicity,yet very robust.The all-fluid drive eliminates the clutch (typical on every other automatic cover),and is self adjusting with no need for lubrication. An inherent part of the Hydramatic,is the pressure relief to prevent over travel without the use of any electronic sensor or switches. Rainwater Removal Feature A zipper/screen rainwater removal feature is standard on most Hydramatic cover systems Technical Specifications Inwall #1 Top Track 5 B' 3 1 b 7 3' Under Track Flush Track Encapsulated"In-wall'Receptors for Concrete Gunite and Fiberglass Pools 7Z In-wall tracking is ideal for any indoor or outdoor installation. 9 -77 13116 The track receptor is installed on top of the bond beam during the */16 pool construction prior to the coping installation.Coping or other f--- 3-3/4' masonry materials are placed directly on top of the track receptor. In-wall#4 In-wall#5 w/Fiberoptic Receiver Encapsulated"in-wall"Receptors for Vinyl Liner Pools Technical Specifications Exceeds ASTM F1346-91 safety standards T Mechanism 2-1113' 2 3/16' 2' Drive unit 2 hydraulic torque motors Open and close switch Key-lock switch {�— 3 Sre ----f f� 3s e° f'— 35/B" Powerpack(pump) In-wall#2 In-wall#3 In-wall#6 w/Fiberoptic Receiver Electrics 1 PH 75-1.5 HP60/50 Hz, 1 PH 75-1.5 HP and Liner Bead UL,CSA,CE approved Hydraulic oil 8ATF 00 Dexron 111 800 Normal working pressure psi(40-56 bar) 4 ane Limit switches pressure relief valves 2-3/4' L Cover Fabric �as/a•—.� Material PVC on re-inforced In-wall 3DF Reuseable deck form polyester scrim Incorporates track,liner bead can be used with any Fabric weight 16/18 oz per sq.yd. and permanent deck form Aquamatic inwall track receptor Other benefits Saves Lives An Aquamatic cover acts as a horizontal fence,and it is "safety you can see" The primary function of the automatic cover has always been to safeguard your children and pets from the pool and minimize the risks inherent with pool ownership.The ICC has recently recognized automatic covers as stand alone barriers. Additionally both the Hydramatic and the EZ-Cover exceed ASTM F1346-91 stan- dards for safety and closure.As durable as these are,they are not intended as a toy and should only be walked on in an emergency.Of course there no substitute for adult supervision. ��rrrr Saves Energy The U.S.Department of Energy states that 75%of heat loss is from evaporation,along with the evapo- ration,you will have water and chemical loss while incurring the cost of increased pump and filtration time of an uncovered pool.By utilizing an automatic pool cover you will eliminate your evaporative loss. Saves Money An automatic cover will reduce your pool operating costs by as much as 70%through reduction of water,chemical and energy consumption.Additionally your other pool equip- ment will work less and last longer.You will also realize a full return on your cover invest- ment in a relatively short time.*On indoor pools,the automatic cover will act as a vapor barrier,which allows you to reduce both the size and operating time of your dehumidifica- tion equipment saving you additional money.* Saves Time Spend less time skimming and more time swimming.A pool with a cover is always clean,warm and debris free.Which in • turn,will allow you to have more time to enjoy your back- yard oasis with your friends and family. Saves Resources The pool cover will act as a solar collector and will passively heat your pool through radiant transfer. Our customers have found on average their pool temperature has increased by as much as 10 to 15 degrees while also extending their swimming season. Specifications and Installation Possibilities Under Track ?; Li Top Track Top Tracks Flush Tracks Under Tracks (with bench) Aquamatic Pool Covers are suitable for most pool shapes. Aquamatic reserves the right to change components or specifications without prior notice. Top/Recess *Dimensions shown are for pools up to 45'long.For longer pools,or pools over 25'wide call for specifications.* #i #2 # 4 4 � S 3 Plan View - Plan View 3 Plan View _ o .... ✓.a..r Arao.0 .,a lWo-Cowr VauX A.r:. Ain.. ,Vault a 1B�dTro� r3�lrro) 6'(1A) BB BB BB de Lme r.b- Th Lv Section View Section View Section View Auto-cover Vault Detail Auto-cover Vault Detail Auto-cover Vault Detail Standard Drive Split Drive Compact Drive For Pools up to 45'long For Pools up to 45'long Limited to 28'max. Pool Length r AQUA ,' •` �'i ia• c t CMATIC < t� 'atic Cover Systems t,. ' CA USA 95020"�'y` -a� , ,_• 200 Mayock Rpa�;: Gilroy, � 1 - Ph:800.262.A0 41408.846.9274 Fax:8O0.600.7087J.408.846.1060 www.aquamatic.com Automatic & Manual-Covers Since 1980 Distribution and Installation Available Worldwide Follow Us ,F These products are covered by one or more of the following patents: 6,3980,680;6,026,522;5,950,253;5,930,848;5,927,042;5,845,343;5,799,342;5,546,751; 5,349,707;5,327,590;5,184,357;5,067,184;4,939,798 Other U.S.and foreign patents pending Mike lzzo From: Mike Izzo Sent: Tuesday, March 29, 2022 2:43 PM To: Robert Promisel Cc: Steven Fews; 'Tara Gerardi'; Laura Petersen Subject: RE: Building permit extension request - 10 Meadowlark Road Dear Mr. Promisel, Thank you for the email. I am pleased to inform you that a six (6) month extension to your open permit #BP 21-086 has been approved, and that the new permit expiration date is, October 23, 2022. Please arrange for all work to be completed and successfully inspected, and for all paperwork & fees to be remitted to the Village such to facilitate the issuance of the Certificate of Occupancy/Certificate of Compliance closing out the permit on or before that date. Please note that in accordance with Village Code §250-10.A., it is a violation to use or occupy or to allow the use or occupancy of any building, premises or part thereof including swimming pools without a Certificate of Occupancy duly issued by the Building Inspector. Thank you. Ac 4 a&/(7, /zza Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 From: Robert Promisel<rpromisel@gmail.com> Sent:Tuesday, March 29, 2022 11:33 AM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Building permit extension request- 10 Meadowlark Road Dear Mr. Izzo, I live at 10 Meadowlark Road, Rye Brook. Currently, I have a building permit (BP 21-086) which is due to expire on 23 April 2022. 1 would like to kindly request a 6 month extension for this permit. We have run into construction delays in the past year, and our pool project will not be completed by April 23rd. Specifically, there was a delay in the pool company starting the job. The project then suffered a many months delay waiting for the guinite to be poured for the pool. Finally, there is still part of the landscaping and wall to be constructed, as well as a delay in the fencing material. I fully expect the pool project to be completed this summer, which is why we are requesting a 6 month permit extension please. Thank you for your consideration and best regards, Robert Promisel i Stormwater Management Report Prepared for: Robert Promisel 10 Meadowlark Road Rye Brook,NY 10573 October 1, 2020 Revision #1 — December 21, 2020 Prepared by: Almeman Kirby, LLC 1171 East Putnam Avenue Riverside, Connecticut Copyright 2020 OAhneman Kirby, LLC Project Narrative Property of Robert Promisel 10 Meadowlark Road, Rye Brook,NY 10573 December 21, 2020 A. GEOGRAPHICAL LOCATION AND DESCRIPTION The subject parcel is located on the South side of Meadowlark Road, East of Eagles Bluff, and West of Robins Roost and has a lot area of 0.71 Acres. The topographic nature of the lot is sloped from Northwest to Southeast. The property contains an existing dwelling, driveway, slate walkways, shed, and stone patio, with trees. There are also loose stone retaining walls and a fence along a portion of the perimeter in the backyard. B. PURPOSE AND DESCRIPTION This application package proposes a new in ground pool and pool patio in the backyard on the parcel. The pool footprint is 828 ft2 and the surrounding patios are 683 ft2 (See Appendix A). The regrading of the lot keeps the topography of the site going from the Northwest to Southeast at a rate of approximately 7% in the front and rear yards with shallower slopes around the proposed dwelling. Drainage design was performed in accordance with the Town of Rye Code Chapter 217, with a "total volume storage" of all existing and proposed impervious surfaces for all events up to the 25 year storm. We proposed collecting runoff from the existing roof, existing patio, existing driveway, proposed pool and proposed pool patio and treating it with the Town of Rye's Stormwater Best Management Practices (BMP). The area of the site being collected is in the front yard and backyard. Due to the existing topography of the site and the nature of the pool installation the backyard needed to be raised and flattened with a proposed retaining wall to meet the existing contours. The stormwater will be collected by existing roof downspouts and six (6) trench drains. The rear yard trench drains and three (3) existing roof downspouts convey the stormwater to twelve (12) Cultec 330XLHD Recharger basins. Three (3) existing roof downspouts over the garage and the driveway trench drain will convey the stormwater to seven (7) Cultec 330XLHD Recharger basins under the driveway. One (1) existing roof downspout on the front side of the dwelling will convey the stormwater to one (1) Cultec 330XLHD Recharger basin under the front lawn. Two (2) existing roof downspouts on the North front side of the dwelling will convey the stormwater to two (2) Cultec 330XLHD Recharger basin under the front lawn. The stormwater that enters the Cultec units will then infiltrate and recharge the natural surrounding soils. (See Plans). C. SOIL EVALUATION The soils within the site below the surface are inconclusive per the USDA Natural Resource Conservation Service and are depicted on the soils map located in Appendix B of this report as follows: 0 Urban land-Charlton complex, rolling, very rocky(map unit symbol UIQ r Refer to Appendix B for USDA Soils Engineering Properties. 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 drains 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 straightforward comparison of pre and post development hydrology at Point of Interest A. Upon completion of the construction depicted on the proposed developments plans, there will be no drainage impacts to any of the adjoining properties. E. ALTERNATIVES CONSIDERED Also considered was collecting the newly created pool patio area and routing it to the municipal storm drain. The connection to the municipal storm drain was discarded after the field investigation revealed competent soil conditions in the backyard adjacent to the proposed pool patio. This allows us to limit the area of disturbance to just the backyard. r Appendix A Impervious Coverage Pre &Post Development Q m U ❑ w vi xx 914, .dp V pPd �J OPao V L. LU LO LO O II II 7 w r MEAD7LARK ' L Nam U Q M M s (50 FT.R.0 W.WIDTI Na,l >Z¢ m E O'OE b - 6 ,L o S ` G� �`` 3` I co rc >o E N 'S X ro rn �I Q I ppi_I^ ZW Q�r Ord o zN{ i i n C4, Qw aN 5z .. O J m U u o 3 i 1Ilk 2 p.� LLL w n �� f\ W ` N� a o w`o < s�Nc,i >. m i 3 g � 2 I �"' mw O X 3 �2 q)I�� g Q 3 Q X W a Q ti C o co c0LU in co X X X ZCl 9� j 1 lg8 461N- ro M W�im =� W in J ci in oC Z• LJ� O O W (O W t C: CM i w J rn u H mMW � p O 2 w W^to ° /1/ o Qa CO i Wow ` 70 M "' ¢� N Q"�W CN p N W C� 7 O J Q co U ❑ w uwanyyah wd Z-6-OZIL IIZt 6mp payvaleM 6ui}sn3 yswoy pa r2el^`opeary Ot\t�3i1\R6olo�plH\6uuaaui6u3\L6Z-6609Z lasiwwd ELSO L ptl Weynopeary Ot\laatvd\lNMareys6\�auuM yya�l\x W do�0 R4�N uewau4M�auumyyah\s�asH\:� Q m U ❑ W vi xx v x od, �+ v914, �n ;yp V pad Oado w t` MEAD LARK ' a Nam U Q M M Ei-z` - 1+., (50 FT.R.C�W.WIDT�i) N\o,l q �f o �m E 0'0E S6 fL o S ` G wm i'E r X 0.1 q � � � ��1 W ¢r`t o '^r i m ro �O �i cv, Q w a'o �� o NOV9195 N0♦+ ''ex_� ,f — __ 2 e ❑VAlNOtl L I lb f im i ❑ tx¢ `� Lry w d 2>N�i ti J CN - "U Zho+ ¢ Nro uI nmAr CO 2 may,$ I��-'1, ;., ro - m O g + o co`` X Lo �� W - } N �• c in o W W 3 00 N t LU 0 \ 0 .[ X ' j c501 o� m ci in p J c� o (O g e r,J U ¢ m gi z�� O > o C: M i w J 2 rn H WMW " , f, p O U ow Luz ^ LU CL r o CL tl U 1v 2 It ' - 7 p M (D U 2¢N' Q M N N ^n p N W C� 7 O J Q m U ❑ W �awaa yyaZ weBZ-t-OZIIZIlI 6rnp pa4suleM paotlo�d yswo�d ptl Htl Weyn.p Ot\laatvtl � r Appendix B USDA Soils Engineering Properties Engineering Properties---Westchester County, New York 10 Meadowlark Rd Engineering Properties This table gives the engineering classifications and the range of engineering properties for the layers of each soil in the survey area. Hydrologic soil group is a group of soils having similar runoff potential under similar storm and cover conditions. The criteria for determining Hydrologic soil group is found in the National Engineering Handbook, Chapter 7 issued May 2007(http://directives.sc.egov.usda.gov/0penNonWebContent.aspx? content=1 7757.wba). Listing HSGs by soil map unit component and not by soil series is a new concept for the engineers. Past engineering references contained lists of HSGs by soil series. Soil series are continually being defined and redefined, and the list of soil series names changes so frequently as to make the task of maintaining a single national list virtually impossible. Therefore, the criteria is now used to calculate the HSG using the component soil properties and no such national series lists will be maintained. All such references are obsolete and their use should be discontinued. Soil properties that influence runoff potential are those that influence the minimum rate of infiltration for a bare soil after prolonged wetting and when not frozen. These properties are depth to a seasonal high water table, saturated hydraulic conductivity after prolonged wetting, and depth to a layer with a very slow water transmission rate. Changes in soil properties caused by land management or climate changes also cause the hydrologic soil group to change. The influence of ground cover is treated independently. There are four hydrologic soil groups, A, B, C, and D, and three dual groups, A/D, B/D, and C/D. In the dual groups, the first letter is for drained areas and the second letter is for undrained areas. The four hydrologic soil groups are described in the following paragraphs: 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. Depth to the upper and lower boundaries of each layer is indicated. USDA Natural Resources Web Soil Survey 9/16/2020 Conservation Service National Cooperative Soil Survey Page 1 of 5 Engineering Properties---Westchester County, New York 10 Meadowlark Rd Texture is given in the standard terms used by the U.S. Department of Agriculture. These terms are defined according to percentages of sand, silt, and clay in the fraction of the soil that is less than 2 millimeters in diameter. "Loam," for example, is soil that is 7 to 27 percent clay, 28 to 50 percent silt, and less than 52 percent sand. If the content of particles coarser than sand is 15 percent or more, an appropriate modifier is added, for example, "gravelly." Classification of the soils is determined according to the Unified soil classification system (ASTM, 2005)and the system adopted by the American Association of State Highway and Transportation Officials (AASHTO, 2004). The Unified system classifies soils according to properties that affect their use as construction material. Soils are classified according to particle-size distribution of the fraction less than 3 inches in diameter and according to plasticity index, liquid limit, and organic matter content. Sandy and gravelly soils are identified as GW, GP, GM, GC, SW, SP, SM, and SC; silty and clayey soils as ML, CL, OL, MH, CH, and OH; and highly organic soils as PT. Soils exhibiting engineering properties of two groups can have a dual classification, for example, CL-ML. The AASHTO system classifies soils according to those properties that affect roadway construction and maintenance. In this system, the fraction of a mineral soil that is less than 3 inches in diameter is classified in one of seven groups from A-1 through A-7 on the basis of particle-size distribution, liquid limit, and plasticity index. Soils in group A-1 are coarse grained and low in content of fines (silt and clay). At the other extreme, soils in group A-7 are fine grained. Highly organic soils are classified in group A-8 on the basis of visual inspection. If laboratory data are available, the A-1, A-2, and A-7 groups are further classified as A-1-a, A-1-b, A-2-4, A-2-5, A-2-6, A-2-7, A-7-5, or A-7-6. As an additional refinement, the suitability of a soil as subgrade material can be indicated by a group index number. Group index numbers range from 0 for the best subgrade material to 20 or higher for the poorest. Percentage of rock fragments larger than 10 inches in diameter and 3 to 10 inches in diameter are indicated as a percentage of the total soil on a dry-weight basis. The percentages are estimates determined mainly by converting volume percentage in the field to weight percentage. Three values are provided to identify the expected Low (L), Representative Value (R), and High (H). Percentage (of soil particles)passing designated sieves is the percentage of the soil fraction less than 3 inches in diameter based on an ovendry weight. The sieves, numbers 4, 10, 40, and 200 (USA Standard Series), have openings of 4.76, 2.00, 0.420, and 0.074 millimeters, respectively. Estimates are based on laboratory tests of soils sampled in the survey area and in nearby areas and on estimates made in the field. Three values are provided to identify the expected Low (L), Representative Value (R), and High (H). Liquid limit and plasticity index(Atterberg limits) indicate the plasticity characteristics of a soil. The estimates are based on test data from the survey area or from nearby areas and on field examination. Three values are provided to identify the expected Low (L), Representative Value (R), and High (H). References: American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. 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O a . p x II d U ,a) r x L'� 3 Q � ° N (O U V w Of3 + or cq M ° U E Oo w w rn Orov U x(o II x Y o d = � U m+ n O 0 X o x o o)' 0 2 x + R.m O I p N M Co 'p C? m �2 Elfx L o cpp T O Lq C p LO + II _ LO U (n II d y X M II m J 6� U » O + C U D > x c o o E + N R � pv U�� E a aL c u ° N II r O (n x >m 0 N 7 + ,N L U p 7 N LU(n 10 O N II Ln: O _ 6 LO .° R O E Oo� O N Q + N c) ` N FL .O R.0. `'O C 10 m N a)rn X N U a,(n(n .0 LL(n y ¢ d >— a E J N R E O L—— E T T E N N J R a) O>i m R E 2 2 R U U N'O N U R O co N U M L > > U O t U > O max t�L0� LO �m (o 000 �7M O No (() N a U N d E 79 N a C ° M > Lo R = N C O w m c O Lo o 3 J x r- 2p X L X X L (O r LO 3 N -G O 0) co ',�JiO a) V' C II I-O 7 (p O O) Lo N O .0. 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V LnN NIA IlN NO 00O . . . mU �w NNNNNNNdO)d)O) d)d)�O)O)d)d)O)O) d)d)��O)00000000000000000000�� aE > 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 NNn1��1�r`1�1��1�r`1�n�1�r`1�nn1�r`1�nnnr` max w p o m O) N m l0 zzI I p N m G N d II N O m m N O O a m in co O Q = L M p p w o E m d o N L U 't ILL + w U ry N m U W a J N 0^ 16 11 J J 'NO O o O II L rn o O M N x p e O M U o 10 N W O of x v N m O t > ami' in c o yp co O u O N c E -o ri v, o o a o M Koo 3 m 11 in o O Q Lo O a o ro x 11 d ° 0 r) x L, 3 Q � ° I `o S U x U o o n Z V U 7 J in O o N N M o �I�ov U xco 11 � x Y o d = Ln U o m+ 11 ih O 0 x 11 o x o '�L 3 a o)0�ci 02 x + m.m O (O NM Ca 'p m Lo Lo m U) of L o cop x T C p in + II _ o' U u) II o d y X M II J w U a) U D + > x c E + M o c 7> a) m O m .� II � pv Um- E a r a)L u v om L U N II I�O in x 7>9 U N N W,N -� 7 N O 30 >in c mm(n 3 cm E O L + -w N M O 2.2 ` o C laa°i$ dmmM ° � oxm M U � ncn oLLCo y ¢ d >— a E J N m E O L-- E T>, m E 2 m 3 m m v E m m m o o c a` aoi m m > N'O N U o U M L > U co N O t O max UwO>� �n �mm l�co � � U 0 0 7M O N P O�2 O O) N N to N a7 N d II N x a) a) � O O � a in in o Q cn w L o E o 'c m O r in N m U N {y + U N U 7 cm N U N c m J = a) o y Xo a «, Of Nx o > fn E M U l00 N'O O o m N c6N N O 2m V mN N O LL x O OO ix m aiO cJO cn o p CD G. 0 ow I II O O ¢ M - O O a ww x d S ooII x LN 3 Q ° I `o x O U E o x U n 3`w o + m ('i coO w p 7 x(O N N x O N d ALcn)r- U O m� ¢ II II II p L in O o 0 o2Xx O + N.m O N NCJ� m 'C v,)- 20 � am � � co X N M o, n n m m x E °'O- T o + II O _ (n II Lq Lo L d y x M II C) - O U C U O c X ac '� O E + o c v UE� E ° a)r U p m'� L U N II I�O in (n x g>U N (O N W,N -o -y7N O 0 >�O LO m0(n O ° o E lam$ amm °c o °_ x �` (n(n .0ILm y ¢ a >— a) E J w E U -- E T T `m o �' p J m 3 m m E m m E U U Q �� L > O N U �ofO U �° L > > UtnO W O� l0 �m N(O N 7 UOO (N O O) N N I I � U � - N a _ C w N d 3 .0 C E �O N m O > > � a) (0 co C a) II w a O - Lo I� O .� 0 0o x xLN 3 X O Co U L O M oo O w 'O �J L C r-0 7 {0'- O) N M Q -0� II x W co J L O N x X U m co Q U w O jL d a o 2 0 �� 0 w A W(OMM L C =L w OC)+ y N 0 j V 0 O o M U X> x N m > Lv d 3 Il m c Xrocq E o O d {O O -p N O JC=I.-O N C A I� C 11 O U " N J�iN' (n O6 W O) � (O II a) m w N- o w II II II II O 7M M N a)= r� U w a) O O O O O a) N .> L N L U w rl 1 vi w-vi d c=i m 7 C.)W O it o= O (°0 Y o E ooro(DW a� cc a 6 r CN 4q o �o O N -�� a)m E E v U 0 0 N E N O) N w U O O Co 0- = 3 c ((DM Oc o0 >+ M,www,w� > — ram 0.4 U ar o o o r� n II ¢ x m o,� p - 0 bo o a) E E �' �= x E U x N Y O N o 0 0 0 .°�V g io io ¢ -o C v y c c rn a m .2 6o O a 10 o O m .c) N c (r0 cr0 O C 7 p w � O o� a) 0 > 30 � o) Boa` �= Owe 3'2 °W o m a) ow 'O mU o m S �a) E ¢ ¢ ° N `m R 0-2 -O�o D o w E �m °)c Cl) j xt 4t U II II N w Mn II �ax ��Ooa` Of m0 > o o� a`� o0a w O) N W R IIv CJ O_ 3 C E w N R O o > � W 0 Lcl) C R c -o O w o CL } J Oo O O o 3 X O L x w w X p N O r- 0 3 w 'O i O �J Lo N W t C ro7 (p. m o f I� N E R o) N M Lo Q o x J L M W ¢ 3 v� 2xo -a w s Q J U U U U w �� O � +�"� 0 N w Y Ia) A --co W o L U C LL W W m o + W D 0 I. 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U ( (O r W 0000 (pU Nw(O(D(DCD(O(O(D(D CD(O(Or�rr�nrr��nrr�rn�r�r0 W NNNN W N W NN W N W NNNN W 00 � p-o > n�l��l�nn��l�nnnl�l�nnnl��nnnl��nnnl��l��l�l��n�l�n�l��l�nnn�l�nn�� max w p O(O . o m N N I I N m -co N d .G m N L C N a` LnnOONvLn(owOONMvconoo� a O co N U W U 7 Q J V N CD O O O O n r r O M O r O d C a o�Uo N O O O O��NNMM77��(D CDITN WOO Co O. 0Of m w a` o rl -`o rn Z 2 O OO ��NNNNMM�MM V 777��(D(O(D(D I�I�I�I�I�NNNNOOO00000 Y Q `off O m fn T O 'O I�NONM�I�NONM�I�NONM�I�NON7�I�OON V'�I�OON7�I�OON7OI�O�N V'(O I�O�N $ C (o con�r`nnr`mmmomm000000000000——————NNNNNN(m M M M M M��n In Y O`N � U p o�$ Q O v n U�co con nw m0 Oo O . .NNMM77 U�(o(oI nONOOOO NNMM77 (D(0I OOOOO c�o��c�o coo cno��c�o coo cno cm(moo coo coo cno cm�in`' max w O) N N l0 I I p N m C N d II zz � N X N N C 0 N N O a` U) o o o o Q w m i o E c L N N m O IL + U U) U 10 o co J N co J J I I O 0 d M 2 p O O E M > > N x o � t Q N d coN FL O N A m II j C mLvo w 7 M y o L Mco X O O y J N oo- . oc O rII I O Q ui? O O X U G X p II m 46 d 0II 46 l 'O 7 X 3 X U E N N � Z C) U 7 J N O C O j N co co O O x co O N n '( n � X N L Q II a)09 L 0 p= X + 'O m O N 7(O Co O 'C fM�70=� O) m N Q' OID X O T O O co 6 + O O V) N m a/ O d U Cl) II J .0 = a) U $ >> X c O E + U o c O� 7> N O + � p v U mo E 'x �L o Cl) + o m N II O N X N (0'U Lu m o y N p O O)m 3 o .a) a)L L N +CCOD N �O N N o a)O Q N_ n m O m N Q d >cn N E m X N .0 FL (n(n w(n N M U J J >i m m � E m m m T T c Q A m m N N 3 L N O_ L Lo m N N L U U > > Ul�v max V w0 m (o N 000 m(o ) §� \ { co ! / } 2 { ) k }\\ \ \ k ) CL/ \ / \\\ \ (L� # § //6 j = E y o \ 2 , §§ \ / \aa ( \«\ \ \ � U� __ � 2 2 Building Permit Check List&Zoning Analysis � 4 •.kddress: oy,_� l_A n-Vc- SBL: 3�-�- Zone:'_i_2--2,2 Use: Z t<D Const.Type: S Other. Submittal Date: 2 S Z Revisions Submittal Dates: Applicant - (P L - Nature of Work. l N C w Reviews:ZBA UtL 1 2020PB: BOT: Other. (!� ' OK /l (�/ ( ) FEES:Filing. ?S- /iLBP: C/O: Legalization: ( ) (,),, APP: Dated. ✓ Notarized. ✓ SBL: russ I.D. Cross Connection: ✓ H.O.A.: Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short Fees: N/A: ( ) ( ) SITE PLAN:Topo:�Site Protection: S/W Mgmt.: Tree Plan: Other. SURVEY:Dated: J l 3 Z -3 Current ✓ Archival: Sealed? Unacceptable: ( ) ( PLANS:Dat Stamped��Sealed. ✓ Copies:��Electronic: ✓ Other. (� ( erase:7 Workers Comp:�ili . ��// Comp.Waiver. Other. (J�CODE 753#: Q qQ g t- D 0.)- (Da Dated q 020_- .20,_g_j4 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. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER. Other. ( ) ( ) Other. GARB mtg.date: \ -0L approval• ' Wn tes: ( A mtg.date: approval• notes: ( PB mtg.date: / Qo approval // T notes: REQUIRED EXISITNG PROPOSED NOTES APPROVED Area: 2-0 1'_ 1, l O9 11� o A PR - 9 2071 Circle: Frontage Front: Front: Sides: RgAr. Main Cov Accs.Cov Ft.H Sb: Sd.H Sb: Tot. !j 2 I KS t �✓OS 7 D l s' 3 >. Lt,on EL IMP: Pazlcu�S H ' St n U -� �J C�L -J, 3� - Michal Nowak From: Michal Nowak Sent: Thursday, December 3, 2020 1:15 PM To: Tramontano Rowe; kaw@ahnemankirby.com; rpromisel@gmail.com Subject: 10 Meadowlark Pool Project Review Comments The Village Engineering and Public Works Dept has performed a review of the proposed pool project located at 10 Meadowlark Road. The below mentioned comments need attention prior to the project moving forward. 1.) Site Plan approval is required by the Planning Board. Please submit a Site Plan Application, Short Form EAF,Tree Removal Permit with associated fees and escrow($2500). Steep Slopes Section 213-7 2.) Plans L-1 and SP-1 are not showing same scope of work. There is a patio along the rear house, and a boulder garden feature in the rear that is missing on each other's plans. Please coordinate and revise accordingly. 3.) Exterior Application shall be revised to include "Steep Slopes Work Permit" in proposed Improvement. 4.) Stormwater management needs to be revised in conjunction for section 217. a. Stormwater management must capture the existing house, patio, driveway and any other impervious that contributes to runoff. b. Design Criteria must capture ALL Impervious surfaces and runoff from them per section 217-9- C-2 and 3 Stormwater shall be managed on site usinzstormvilater control measures designed to of Ord optimum protection ofground and surface waters. Stornnvater shall be calculated in accordance with the methodology for determining stormwater volume and flow rates using any one of the following method: For neiv residential construction and for renovations or additions to existin homes on individual lots not part of a subdivision for which an overall SWPPP has been approved, stormwater management shall be designed for "total volume storage" in which all runoff captured from impewious surfaces and directed into a catchment syslem shall be accounted for with no discount or consideration to a predeveloped condition. Volume of runes shall be the product of the tributary impervious area and the design storm quantity. c. System shall be sized for a 25 year storm even of 6.0" d. No Credit allowed for predeveloped condition. Cn to remain 98. e. Deep test holes will be required to assure system level over bedrock and ledge. Section 217-9-C- 7. Such holes shall be in direct proximity to where drywells are being proposed. 5.) Replanting shall be onsite, payment into the tree fund is a last resort and only if there is no room allowed on the property. Planning Board and Supt of Public Works have final determination in such. 6.) Fill being brought in needs to be manifested and submitted to the Building Dept. and verified as clean fill free of contaminants. Please feel free to call me to discuss the above comments if need be. Please submit revised plans and permit applications accordingly for further review Afk"J..Nou ah Superintendent of Public Works And Engineering ISA Arborist Village of Rye Brook 938 King Street Rye Brook,NY 10573 P:914-939-0753 x 2965 F:914-939-5801 1 D EC ENE BUILDING DEPARTMENT VILLAGE OF RYE BROOK NOV 2 5 2020 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 VILLAGE OF RYE BROOK www.ryebrook.om 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: (O NAf�A00 VV I-AfZK E Q Date of Submission: Parcel ID#: t 3 5.2-7 -L-3 4 Zone: -20 Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT COIJ STRIA GT l aN OFS 1r� (M�(�(a The following items must be submitted to the Building POOL- RETa1 N i N& WAL- £1 Department by the applicant-no exceptions. 1. (✓,Completed Application 2. (4Two(2)sets of sealed plans. (one roll size ;maximun, Property Owner: RC6E1zT allowable plan size=36"x 42 and one 1 I"x 1 7") Address: 10 f� p�W uy�k �p 3. (VI Two(2)copies of the property survey. 4. WTwo(2)copies of the proposed site plan. Phone# q 1!'- q 3-7 -09 55 5. (x4 One electronic/disc copy of the complete Applicant appearing before the Board: application materials.6. (vf Filing Fee. FO 811V-j T9-A MO�S1 Ak� 7. ( )Any supporting documentation. Address: �' P�I tJlAtPA /�v� 6(2, F� 4 8. ( )HOA approval letter. (itapplicable) 9. ( Photographs. Phone# , l�( - �� 0 6830 10(✓�Samples of finishes/color chart. (a sample boa,d or wfwr HW rG MAN V-`rLBY model may he presented the night of the meeting) Phone# ZCD 3- 0 6 6t - 77,0 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 anLy�application not meeting the requirements contained herein. Sworn to before me this 1 r^ Sworn to before me this >�A day of , 20 V day of { , 20 ;ZQ Signature of Property Owner Signature of rp licant RO B EP-T 'MA Mo I.UA 0 Print Name of Property Owner Print Name of Applicant j 0-"A A �W4 L / !Votary Public Notary Public CATHERINE M.BRENNA in NOTARY PUBLIC STATE OF CONNEC11CLJT LIC*132012 CAROL ANN PRIORE ply COMMISSION EXPIRES MAY 31,aoaa Notary Public Connecticut My Commission Expires May 31,2025 3/211/19 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, March 17, 2021 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on March 17, 2021 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following hftps://us02web.zoom.us/o/88906948425 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 889 0694 8425 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 11 Highview Ave Roof Top Solar Array Consent 5139 (Baybay) Agenda 43 Bonwit Road New 4'Ft High Fence Consent 5150 (Schutzer) Aluminum Black Agenda 24 Sleepy Hollow 2nd Appearance to Show 5135 Road(Iacobelli) Revisions/Rear Addition, Deck, Patio& Front Covered Porch 23 Rocking Horse Rear Deck Expansion.New 5151 Trail (Suesserman) Deck Roof,New rear Masonry Patio&Landing 18 Hillandale Road In-Ground Swimming Pool, 5152 (Marks) Retaining Walls, Deck Renovation& Pergola 3 Hills Point Lane New Windows, Doors, 5153 (Cohen) Siding, Roofing. Walkway & Interior Alterations 10 Meadowlark In-Ground Swimming Pool 5154 Road(Promisel) W/Pool Patio. Pool Fence, f� C Boulder Wall & Steps 9 Lee Lane(Tracy) Enclose Existing Screen 5156 Porch ML NM MR SE JM SF AC MI KC + IL 40WAOMMr J lop bp y,AL t S •r' ■ �aMEW WASMAMP y • L.a.' r a Y - AMP&ANDIRM db-"*,% T4. Ad .ter ...• �* 41 'w - SIP mac.. Aw"low-: .1 If"rY f rF 17 ,rah d' Q4. [_ `• 1. r ♦ �'7f'�a s r 1 99 .7 11 jF ` 4f h � S _ ' F jtY I �-r ,fi 1 1 1 1 �� ' �. tY.,.;. Yam. � •I d- r r. �s Retaining Wall Block 17 • Ids P 13' • _ -_ _. 10 Meadowlark Road House Across the Street e - r Front Left Side House on Left oil Front Right Side House on Right _`� 4 ti. M 1• .� v�„ r fi ,-', ' � _.r�'s!✓ -'�. 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THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER C NTACT Emery&Webb,Inc. A CNo,E t: (845) 896-6727 'C'No:(845)896-6877 989 Main Street Fishkill, NY 12524 ADDRESSO EMAIL INSURERS AFFORDING COVERAGE NAIC q INSURER A:Utica National Assurance 10687 INSURED INSURER B:Utica National Insurance Of Ohio 13998 Heritage Propane,Inc. INSURER C PO Box 512 INSURER D Croton Falls, NY 1 051 9-0 51 2 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE � OCCUR X CPP 4407367 3/5/2021 3/5/2022 DAMAGES f RENTED $ 100,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 X POLICY jpO LOC PRODUCTS-COMP/OP AGG 2,000,000 OTHER B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident)ANY AUTO 4605851 3/5/2021 3/5/2022 BODILY INJURY Perperson) OWNED Ix SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accidentX HIRED NON-�t^&ED ROPCctlenDAMAGE AUTOS ONLY AUTTO uLY B X UMBRELLA DAB X OCCUR EACH OCCURRENCE $ 2,000,000 4 EXCESS LIAR CLAIMS-MADE CULP5035798 3/5/2021 3/5/2022 AGGREGATE $ 2,000,000 DELI I X I RETENTION$ 10,000 PI&Al Limit $ 2,000,000 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate Holder is listed as Additional Insured with regard to General Liability coverage,as required by written contract or permit,subject to the language of the policy. CERTIFICATE HOLDER _ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Village of Rye Brook 938 King Streett-`m +� ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NY S I F WESTCHESTER ONE,44 SOUTH BROADWAY,10TH FLOOR,WHITE PLAINS,NY 106014411 New York State Insurance Fund I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE " "" " 205614472 M' '❑� HERITAGE PROPANE INC ar PO BOX 512 CROTON FALLS NY 10519 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HERITAGE PROPANE INC VILLAGE OF RYE BROOK PO BOX 512 938 KING STREET CROTON FALLS NY 10519 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W 1485 352-7 655088 07/20/2021 TO 07/20/2022 06/23/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1485 352-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW,AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/ CERTVAL.ASP. THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR, INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 267968643 II111111111111110 nil nil IIIII Mill till nil Ill II Ull nil Mill Ills Mill In,11,111111 II I I If �Ia 0000000000094579441 Form WC-CERT-NOPRINT Version 3(08/2912019)(WC Policy-]4853527) U-26.3 55 f000000000000945794411f000l-0000148535271r##W1f15663-I1)rcert NoP{ERT_1)fo1-000011 w i 1 i t 1\ G r N . C L Y o a e r O LO It GJ � O U G�J i o w c �•. �,,,� -j W co section v Q J Q' , X f �CQ G p F— �- v '� �. LU O > a > o O (m U a O Q cfl -o da(] o In > C = I. V C � N e. \ l 0 �v C I ie nt#: 1732545 POOLS BYA ACORD 3/04/ CERTIFICATE OF LIABILITY INSURANCE D /DD/YYYY) /04/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: T Cheryl Harrigan USI Insurance Svcs PHONE 203-945-0805 FAX A/C No Ext: (A/C,No): 40 Richards Avenue 5th Floor E4MAILss: cheryl.harrigan@usi.com Norwalk,CT 06854 ADDREINSURER(S)AFFORDING COVERAGE NAIC 0 855-874-0123 INSURER A:Valley Forge Insurance Company 20508 INSURED INSURER B:Continental Insurance Company 35289 Pools m ida Pools LLC INSURER C:American Casualty Company of Reading PA 20427 106 Trowel S Pools National Fire Insurance Co.of Hartford 20478 INSURER D 106 Trowel Street Bridgeport, CT 06607 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ffF TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DD MM/DD LIMITS A COMMERCIAL GENERAL LIABILITY 6076607784 4/15/2020 04/15/2021 EACH OCCURRENCE $1 OOO 000 _ CLAIMS-MADE OCCUR PREMISES Ea..5Dnte 5100 OOO MED EXP(Any one person) $15 000 PERSONAL&ADV INJURY $1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s2,000,000 POLICY F_X1 E T LOC PRODUCTS-COMP/OP AGG i2 000,000 OTHER: $ p AUTOMOBILE LIABILITY 6076607798 4/15/2020 04/15/2021 COMBINED SINGLE LIMIT Ea accident 1,000,000 Ix ANY AUTO BODILY INJURY(Per person) $ AUTOS ONLY SCHEDULEDBODILY INJURY Per accident tAUTOS ( )AUTOS ONLY X NON-OWNED PROPERTY DAMAGE _ AUTOS ONLY (Per accident) $ B X UMBRELLA LIAB X OCCUR 6076607817 4/15/2020 04/16/2021 EACH OCCURRENCE $2 000 000 EXCESS LI48 CLAIMS-MADE AGGREGATE $2 000 000 DIED I X,RETENTION$10000 $ C WORKERS COMPENSATION 6076607803 4/16/2020 04/15/2021 X PER OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNEWEXECUTIVE E.L.EACH ACCIDENT $500 000 /M OFFICEREMBEREXCLUDED? l N] N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 000 Hyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) The General Liability policy includes an automatic Additional Insured endorsement that provides Additional Insured status to Owners, Lessees or Contractors-with Products-Completed Operations to the Certificate Holder only when there is a written contract or agreement that requires such status and only with regard to work performed by or on behalf of the named insured. CERTIFICATE HOLDER CANCELLATION Village of Rye Brook SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 King Street ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S31377887/M28576332 MZAZP Yoa Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name 8 Address of Insured(use street address only) 1b.Business Telephone Number of Insured Pools By Almeida LLC 914 434-2225 DBA Almeida Pools 106 Trowel Street 1c.NYS Unemployment Insurance Employer Registration Number of Bridgeport.CT 06607 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e., a Wrap-Up Policy) Number 833002230 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) American Casualty Company of Reading PA Village of Rye Brook 3b.Policy Number of Entity Listed in Box"la" 938 King Street 6076607803 Rye Brook. NY 10573 3c.Policy effective period 4/15/2020 to 4/15/2021 _ 3d.The Proprietor,Partners or Executive Officers are IXI included.(Only check box if all partners/officers included) [xJ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Michael Bonetto (Prird riarne of authorized representative or licensed agent of insurance carrier) Approved by: (Signature) (Date) Title: Regional Director Telephone Number of authorized representative or licensed agent of insurance carrier: (855)874-0123 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov Laura Petersen From: Mike Izzo Sent: Wednesday, May 12, 2021 7:52 AM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent: Tuesday, May 11, 2021 10:53 AM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 05/11/2021 10:52 To: VIL RYE BROOK PRIMARY Transmitted: 05/11/2021 10:53 00002 Ticket: 05111-001-273-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: MEADOWLARK RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT& REAR OF PROPERTY NearSt: EAGLES BLF Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: POOL INSTALL, DRAINAGE Estimated Work Complete Date: 07/14/2021 Depth of excavation: Site dimensions: Start Date and Time: 05/14/2021 07:00 Must Start By: 05/28/2021 ------------------------------------------------------------------------------ Contact Name: TONY DIMATTEO Company: PORPANOVA DIMATTEO & SONS Addr1: 16 ADRIENNE PL Addr2: City: WHITE PLAINS State: NY Zip: 10605 Phone: 914-835-5305 Fax: Email: tonydimatt@aol.com i Field Contact:TONY DIMATTEO Alt Phone: 914-835-5305 Email: tonydimatt@aol.com Working for: RESIDENTIAL ------------------------------------------------------------------------------ Comments: WILL BE MARKED IN WHITE REAR: 6 FT X 100 FT X 70 FT DLW POOL FRONT: 4.5 FT X 20 FT X 20 FT DLW DRAINAGE 2 AREAS Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CON-ED SUEZ WTR WESTCHESTER TEN GAS-HDS VLY VIL RYE BROOK WESTCHESTER CTY SWR z Laura Petersen From: Mike Izzo Sent: Friday, April 23, 2021 8:50 AM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent: Thursday, April 22, 2021 8:36 PM To: Mike Izzo <Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 04/22/2021 20:34 To: VIL RYE BROOK PRIMARY Transmitted: 04/22/2021 20:35 00006 Ticket: 04221-002-698-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: MEADOWLARK RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: REAR OF PROPERTY NearSt: EAGLES BLF Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 2Sft of Edge of Road: N Work Type: INSTALL POOL Estimated Work Complete Date: 04/28/2021 Depth of excavation: 8 FEET Site dimensions: Length 46 FEET Width 18 FEET Start Date and Time: 04/28/2021 07:00 Must Start By: 05/12/2021 ------------------------------------------------------------------------------ Contact Name: EMANUEL ALMEIDA Company: ALMEIDA POOLS Addrl: 106 TROWEL ST Addr2: City: BRIDGEPORT State: CT Zip: 06607 Phone: 914-434-2225 Fax: Email: almeidapoolsinc@gmail.com Field Contact: EMANUEL ALMEIDA Alt Phone: 914-434-2225 Email: almeidapoolsinc@gmail.com 1 4C Working for: HOMEOWNER ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members:ALTICE USA CON-ED SUEZ WTR WESTCHESTER TEN GAS-HDS VLY VIL RYE BROOK WESTCHESTER CTY SWR 2 oc�vmi.oWiY>l vcaym�"oWc�sReN«amN'- Lum a O °3 .cRwcN Uo ° y a mad ey OI!C :mo3 o CvL a . �y2ao•o T'°_' -�T my mE «cNi aotQ ZU8 a o 3 oUp N E v c`o ag a2acv No-m E c m o m>m c ie o °L mNd � 0yw mpp S. 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P1 U) N ° - .y` i I\1 0 ij 06 �� \ ! = O C1 = C m om j 0 LU f, U U - N =�'� N O 8) m' N _ -O v�Q I$-��/�i,bZr N U-, fn 1 sCD .m N 0-0 L ++ N m ca nECEIVED MAP 29 2021 VILLAGE OF RYE BROOK BUILDING OEPARTMENi \ � ModeI5MS1L1D]DNpt ` uigv,.uuxary.we,l EVISED 201I ® - © WATERWAY LANs APR- 91 .»eme WATERWAY Oxa:640-1500V Q 640-4T20V DATED: > w I I I"I O 0 0 -Io-Irl IO I II II ro _Iv _A A,N ILO 2RA IQ I Isle IsI 5TEPOUT I II II I m I I t PLAN POOL/5PA PLUMBING 5CHEMATIC MAY No-oHEo�l M� ��E J WATER LEVEL-, s¢e o.covee _.- _ _. --__-_-. .0 p a TYPICAL AUTOCOVER ..._ ..., - a.>, ...�-a. ° DETAIL - NITS -6"MIN.6RAVEL NEW YORK CODE �� NEW YORK IRG 5WIMMIM6 POOL GODS mW NY5 UNIFORM CODE 2020 POOL 5JPPLEMENT PERMITM I SECTION 326 -b'-O` ABRUILTIFINAL 4URVEY _ O" pEDU10.ED PRI00.TD DATE AP R326.3.1 F rlre ndpools. FINAL INSPEDTIDN R326.3.3 Permanently installed Spas and not tubs. SECTAION BN1LalaalN Y,IN,a ,.a,w,NT R326.40arrier5,application. R326.4.1 Tedporarybarriers. R526.4.1.1 Height. -s OOa Fs'.-NORETB III Replacement by a permanent barrier. -bRAOE 4o 5TEEL TIE REeAR AT A1_INTeae -_51K IN 5TEP5 AND BENOHeO�e OPTIavAL,IT Is useO A5 A R326.4.2 Permanent barriers. - OREDucE rEMFERA' 5ANO R326.2.1Barrier height and clearances. SHRINK GE c.RncKSDT Ie Re""'NDED. IRS 26.4.2.2 Solid barrier surfaces. NO TO HOLD STEeL.1L_DRIB OLT 51111D IRS 26.4.2Sr bably apa dhorlZO lmambere, Ee IN FLRGEB DR'5TEEL.NeFEGT ON. R5264.2. Widely 5pacedhorilantal members. _ R326.4.2.6 Diagonal members. R326.4.2.T Gates - - t�- o urvOHls NoTerow R526. -1 5elfclosing and opening configuration. �oE a,o"rP,,,o_Ec.R�G.�rovE nEc�wsre...eor�or< `Pl�o.�lc PIPE5IN THE THIGKNESet R526.4.2..2 Latchlrg. OF THE WALL O_mseE PIPE OIAMereR R326.4.21.9 LOOKIng a A-,c Ax_A_A1111s 111rac.>_core. Rc''xcr-rvn.l 3 O ¢3265 t ,dent protection for sw'mm'ng pool BeAIaeARs DMErvS crvs and pa 5u t'nordets. rc L 5TEEL SCHEDULE GRADE 40 5H EMNMUM R3263.1 G p15 a. p4REAM M�4 ,� R R52665uct'ono tl is L A (rmJ Ren RrE^ oRl:' FIELD BUILT SUMP R5266.,°Ompl aaltarnatma. OEFTH STEEL_ ETEEL R326.6.2 5uctl flttln J5. ENo vx E e STAu cAn.ses nre sna R5266.5 AtmOapherlO vacuum relief system requre, _ aE nAIRFIN(TYF.) R326:6.4 Dualdranseparation. R326.T5wi.mdingpealanespaalarmsapp'Icabl:Cy, Necu=evEvr�. 6ES1 . uco Iry r!N` ED •4®a = IaewRrenane-1111-Ae=,h...,'I Al- R5TEEL /SKIN NTEPee1A_1 R Ae—lox,. PLooR s _ NER Nourx TYPICAL POOL BEAMS GFeP " PROMISEE RESIDENCE azlo o eW. DALE 1/a. -o aA $ ALMEIDA POOLS n s°MN -STRAIGHT POOL YVALL s e ni.,rvu Ee ''S w w 10 MEADOWLARK RP 3 7 .. s nLLnnv rlcca 5TEEL ATSKIMMER BR.oOEFORT,cTobboi QYE BR—.,NY n„ "s o w I\e CCC� f/ 91 e_43c_3]25 _ q g Of* f 71R® w I 1 3I I 5 0 10 12 1T 18 19 20 21 22 24 25 Zfi 28 29 30 31 33 3d GENERAL NOTES 6 e iF T.aPa fir'*° C 2 ZONE:R 20 1. THE CONTRACTOR 5 SOLELY RESPONSIBLE FOR THE MEANS.METHODS AND SEQUENCES OF MAw°E l () WHAtEN MAR'lN rR W 1 T(, J �, „ CONGTRUCTION AND FOR THESAFETYOFWORKERE AND OTHERS ON THE CONSTRUCTION SITE BrnGt6 BuiT C/wPiH�l•' / HMEA ape I RE.ORL aro°� '- 'JI'/N54 A'I2. TIE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE LOCATION DEPTH AND INVERTS OF ANY AND 54'3 0'E , +a+ �- 178AV, F A ALL EXISTING UTILITIES PRIOR TO COMMENCING OPERATIONS.THE CONTRACTOR SHALL ALSO BE =, N LINK i L ," ` •i PROPOSED 2 CULTEC 33DXLHD iREFN m' d () A REQUIRED TO CONTACT THE TOLL FREE'GAT BEFORE YOU DIG"PHONE NUMBER AT I-S-22ba55. 'goo O raa-__-----'- _ W/HVLV FC-24 FEED CONNECTORS 3. THE EXISTING DRNEWAVS WILL SERVEAB THE MACHINERY ACCESS ROUTE AS SHOWN HEREON. T^ r, E%.DR LLD TOBE O \z4°Mon,ecr o 6"PVC STANDPIPE AT(111NSPECTION a. ANY DRIVEWAY AREAS,PLANTINGS,IAWN AREAS AND TREES NOT TO BE REMOVED SHALL BE m °, BAN ONED(TYP_Iaa{ ,eC rex BE DURING CONSTRUCTION. e52s' /� 2 45' tE b t5"�ncrloiu ry PORT W/"NDS"POP UP DRAINAGE _ s GE,SEWER OR OTHER SUBSURFACE STRUCTURES FOUND WITHIN THE PROPOSED(12)GULTEC330XLHD xreas471E' ___ -1bz_� EMITTER OR APPROVED EQUAL ANYESTEDD ING CO 1r aPROPOSEDCONSTRUCTION AREA THAT INTERFERE WTH THE PROPOSED CONSTRUCTION INDICATED / iAM�HEREONSHALLBEBROUGHTTOTHEATTENTIONOFTHEDESIGNENGINEER. W/HVLV FC-24 FEED CONNECTOR$ mTOP OF GRAVEL EL.=18000 y� � � 1P iI m I\ TOP OF UNIT EL.-178.50 fi. ANY REQUIRED FlLL SECTIONS SHALL BE PLACED ON THE PERIMETER OF THE AREA AND SPREAD WITH 6"PVC STANDPIPES AT(21 N$PECTIEN ' A SMALL CRAMRER,TRACTOR OR OTHER APPROVED MACHINERY AND COMPACTED TO 95 PERCENT PORTS W/"NDS'POP UP DRAINAGE x p H DRAIN - - - / > `� BOTTOM OF UNIT EL=17696 SITE OPTIMUM DRY DEND TY. EMITTER OR APPROVED EQUAL 2 G T ° /%'r l�auE ' ca/ ` BOTTOM OF GRAVEL EL.=17e46 r. A NEW YORK REGISTERED PROFESSIONAL ENGINEER ACCEPTABLE TO TU=TOM SHALL INSPECT \ INV. T1�0 � INV.(N)(ALL)=177.00 TOP OF GRAVEL EL. 179CG �' / B CONSTRUCTION OF THE FACILITATES INDICATED HEREON TO INSURE COMPLIANCE WITH THE 01 t W0° B].B6 / PROPOSED PLAN. TOP OF UNIT EL. 178,50r I BOTTOM OF UNIT EL=175 B6 & -3 fr a O PROPOSED(1)CULTEC 330XLHD DRAINAGE NOTES'. BOTTOM OF GRAVEL EL=175 q6 $ vkENCH D EXISTING Wf HVLV FC 24 FEED CONNECTORS 1. CONTRACTOR TO PROBE AND EXCAVATE WHERE POTENTIAL CONFLICTS MAY EXIST PRIOR TO DRAINAGE INV(N)(ALL) 178.00 ('{ P �GRATECLgI..'1H0]0,(''W' BUILDINGST T I 6"PVC STANDPIPE AT(1)NSPECTON - INSTALLATION.ALL KNOWN OR POTENTIAL CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGN INV.(OUT)=178.00 ( �Y x a1 INV.OUT�iQr.50 5 We PORT WI ND$POP UP DRAINAGE ENGINEER. ) J / MG I. EMITTE R OR APPROVED EQUAL L US SCALE -500' 2. ALLNEW ANDEXSTNGAND FNISHEDGRADESSHALL SLOPE TO DRAIN AWAY FROM THE PROPOSED AND EXISTING A4 `J - X TOP OF GRAVEL EL.=178,00 'N(YOr J CDNBIN ` 4^PV PIPE _ _ BUILDINGS SD p/ R`N �_• € _ _Se_. TOP OF UNITUNIT =17=17 LEGEND 3 ALL PVC PIPE TOBE SCHEDULE 4a MS EQUALBEI MINIMUM TALLED PTCH SHALL BE I-PERCENT, SkAG/£S BttFF V- /,' y»/N Y lE; �� BOTTOM OF UNIT EL=174.96 4. ALL DEIENTIONIRETENiION SYSTEMS BHALL BE INSTALLED PER MANUFhCTURER55PECIF LAT ONB ALL SYSTEMS / wAy�C SL44p'cp y5 Ezsnrvs MaoR corrtouas C SHALL USE A MANIFOLD SYSTEM TO DISTRIBUTE RUNOFF EVENLY INTO EACH ROW OF INFILTRATORS. THE 3 Z ]re s 4rT'', - x s J �� 1r BOTTOM OF GRAVEL EL.-1744E C MANIFOLD SHALL BE INSTALLED ON THE INLET AND OVERFLOW SIDES WHEN NOT HANDLING THE FIRST FLUSH AND r_e0 / HR gOpP u ca1` /� i �INV.(N1=775.00 - s -Ex,snncMnOa WNlpeRs ONLY ON THE INLET SIDE WHEN A FIRST FLUSH SYSTEM IS BEING INSTALLED. PROPOSED LEVEL SPIRE £R '^ sea spar ELEvgirorvs 5, THERE MUST BE AT LEAST A 2FOOT SEPARATION DISTANCE FROM THE BOTTOM OF STONE BELOW THE 15'LONG X IB WIDE �' ' TRENCH DRAIN L T INFILTRATION STRUCTURE TO THE SEASONAL HIGH GROUNDWATER OR BEB-CLEDGE. PRIOR TO THE GRAVEL EL. 177.OQ� 6R lE 180]0 a 80.9 T-A6F wr W .' r r® w4NrmlF INSTALLATION OF THE INFILTRATORS THE ENGINEER SHALL VERIFY THE INFILTRATION BTRUC'URE Is BEING INV N=17600/-c - a 1 If WIRM%ZI.]0 /rV ISTONE gA�P/r9,5,00 GpR SLL - O (A -j6 ` -TRENCH DRAIN p m�r� trtl INGTALLED IN THE APPROVED LOCATION AND IF THE LOCATION HAS BEEN CHANGED ADDITIONAL SOIL TESTING I up / TERRACE r_ 40 F /11GRATE EL.=1Tf.00 SHALL BE PERFORMED AND THE ENGINEER FALL APPROVE THE REVISED LOCATION. A REVIEW BY THE SEE DETAIL i " '� 1 4re$� -^' N�w ¢cclnclnLTLe APPRovwchuTHQRlTV W4LLBEREQmRED. PROPOSED, is B/i _ F 'I rI INV.our=nz oa •°�, IL AREAS THAT ARE USED SY CONSTRUCTION EQUIPMENT AND USED FOR CONTRACTOR PARKING MAST NAVE RIY- I T FxsT INc TRFis O[ 6 THE SOIL TILLED 12 T016INCHES AND AMENDED YWIH SMALL AMOUNTS OF ORGANIC MATERIAL IF NEEDED.THE e1'� _ GAIIE POOL C �- �,,1' pC� 4 S�VE�POaGE �� rRE£-'�1(%i AREA TO BE RESTORED SHALL BE DETERMINED BY THE SITE ENGINEER. _\N ---- S4 l/�-J/\�� F!q1yR�a� iPEFs ioeF ReaavEo p p an { MAPLF Y - �'1 / IFYE�Nc 4X3 POQL__ N/ �,EQUIP69�NT PAD �EA TaLUSTo eEpnoiEciLc 1BSI1 WOOD POST )OLtiEs BLLFi� a� 2'kN A.B LA- b_ _ I a�Wy/ �jm/s o[[p TesTan LaunoN 100C.MAX. - 4 1750x _-� _ S5415'40"WGRaw>r Mn..R eL•o %6 rvrkTRACKwc .�� eit .....R-10.00Q / J ABBREVIATIONS p��ioNTFai LocnTlaN "PROPER SILTSTOP 11 OR APPROVED EQUIVALENT 5 R CnalN 4 83' FFNCE SILT FENCE NDres REVIATIONS 1.DIGA6 DEEP TRENCH ALONG THE INTENDEp FENCELINE. a/w r>5 os PAD E BACKFEL 2EXCEPTFOR THE END POST.DRIVE ALL POSTS INTO THE GRAVITY MOW(AR etaN REi.WAtt E% 11 RETANNL GROUND Ai BACK SIDE OF TRENCH ID 0 C.MAX. %W rTa3a ZAB I O 1 iRIANGU WE E EXISTING H/x I2a p° r aiTM PROPOSED(7)CULTEC 330XLHD LMr. F-INN GRADE / SIAYOUTFILTBE FABRIC ON THE UPHILL SIDE ALONG THE �R BnSR I� BDARU FENCING [L EItvAT ON _i- z FENCE LINE. FEiRy oapN °A0 A/- W/ FG-24 FEED CONNECTORS STABIL ZE ENTIRE PI )- 4.SLIP POCKET IN END OF FILTER FABRIC OVER THE FIRST 35.2'�031 Lot No 29 and portion of Lot No./30 3'PVCSTANDP IPEAT(2)INSPECTION WTHVEGETATIONO COVE�L I' N6 NOWORFORMERLY �r POST INSURING THAT THE BOTTOM RED GAUGE LINE IS AT a µao<„ROB/NS R°AOS PORT WI"NDS"POP UP DRAINAGE 1 2 SLOPEORLE65 R,oW D_CFWa GROUND LEVEL. (R.M.No.10613.WCLR) EMITTER OR APPROVED EQUAL TREE PROTECTION DETAIL fi'OF FIL-THSOLLAND R FABRIC OWREDGAUGE Lm A. 31.10939 Sq,R:'I971 ac) TOP OF GRAVEL EL=17220 (AS REQUIRED FOR ALL TREES TO BE SAVED TiM ioaoFWULFIr=vAnoN S LINE IN TRENCH,BACK FILL WITH GOILANO COMPACT. swE Ce ems eonoxo WAL ELEVAno EROSION CONTROL SILT FENCE DETAIL %w .� r GRAP„,LB BOTTOM OF OF UNIT T=16 N.Ts GALE: BOTTOM OF UNIT EL=169.1E ' ® BOTTOM OF GRAVEL EL.=i6a.66 -i � nwsxsprnap N.T.S. r� FEET 20 INV.(IN)169,30 MW.eLOPE SLOPE (SUGGESTED LOCATIONS SHOWN ON THE PLAN) - a�. RL MIn.Lpw Penneabp s°° / sTRAwaALES DR spTFENCE �N Keystone Cap UR8 INSTALLATION NOTES FFA a f �, ^^ of '•'� 1 pea"F�AREA CHOSEN FOR STOCKPILING OPERATIONESLALL BE DRY AND STABLE. d+n xn maI Keytne SlemaN 111 2MAXIMUM ELOPE OF STOCKPLESHALL B€12 �rEu/uFMacNruaER 3UPON COMPLETIONOFBOILSTOG"LUNG EACH PILE SHALL BE SURROUNDED - Nr� Un WITH EITHER BLT FENCING OR STMVIBALHCB GO FILE SHALL BE WITH VEGETATION OR COVERED. TRENCH DRAIN DETAIL 24° URID pie Fill (Sl4'Cmslletl 4.SEE DETAIL THIS SHEET FOR INSTALLATION OF SILT FENCE. N.T.S. l ^ `Y i_. Rock oFSlone) " 5.PROVIDE PLASTIC BELOW STOCK PILE e PROTECT UNDERSIDE. �n AN pBnaRem- STOCKPILE DETAIL PErAeq-R"1-FU..1VRF-1ER1C5 G L Appmumele N.T.S. R oar9N snot RE uR. Dmlls pf anromed SNl 1/8' ' DEEP TESTS PERFORMED BY AKL SO0.20 PEROLCATION TEST RESULTS real Pe ar 5o8 Burin p: 1 Groom Elev B T... T-0"(Min) 6 UPUB ptrmher 30,30N ANTI-TRACKING PAD DETAIL ""F r \ V4 F,Nahm Gmtle AKL wetness:Aeam alas sal TeaNIMCAR �M1SIOL SIT Deem Ranaam NTS renaOeTle ill Po.T1Ap ep 111H.B.. 3Pea Rate E'erap'on C InphFs " I s 4 P rtOmtetl PVC I B0 W Sal 0.6 Place Post-n Cenmr of D B.w. T9.=A &wet Si Loam 846 Sbnda,d Uril Vod 1• 'W_ 15.NO Li9hl Brorvn Si Lwm a68a H -MODULAR BLOCK Note. a mmmmea cpncmle I,p ImI ImINla1 H eq p d TCUDIPIA- 3:50 PM 16 EI Bon In lnctes ` Steel Fe Or R,IUg WALL SHALL BE enl gg 9at afi8 radio Gh �Fountla/on Sol LeWln9 Pad d:00 PM iB.S 0.8 20.0 MMNn .5�918 4"Grandamer KEYSTONE STANDARD m-^e9e pe 99mJ1 bakei - 200 ua_. cranmlma' aarN,"� _��.• �Npn shrtnkcam III SYSTEM OR �ramm as dreaea by 9eNech aleneneep 4:13 PM 1s "s Na L nPlace APPROVED EQUAL Typical Reinforced Wall Section a30 PM 195s 46.° DEEP TEsrs PERFORMED By AKL1a1wzB 40.0 Teel PM1 SGII 9-A 3 Gr EIII 180.5[ SEE KEYSTONE slapaam el una NearveN�l setbapk 4r30PM 10 T5 oa aa0 Keysmne a'STANDARD DETAILS& Av g,A 4c.D mrr✓n spa Temre(Pemam Sam sxana Depp Cap URI B MIn.Low Permeable Soil Kestone Ca LIM - SPECIFICATIONS FOR y a tsB HIM, Ep aepn c IwFca =m "4 Ke ystone • FURTHER DETAILS. � Keysm tand ne Standard III unl 18050 PEROLCATION TEST RESULTS _18000 ' Blandartl a Orte December lB 2020 Browns Loam ........ .... Udf 1"-1114" YT]0 L MB 6i Icem &41 6A 0 AB df c R 1 tl5ol u AKL WM1neca NwN Werner _ ssa mr em .�vrvrmx.,.m, £ `TIEREU WALL NOT SHOWN FOR A 9 ) 8 r-Fnshm Gmtle E N"Ie.TAN. re presoak. Epa De nlncMs waI ul Fence Plan Detail CLARI A SEE RCNITECTDPNNB (3l4 Clashed 24( m Pea.TesEG Hop Depth 36 NA Mourn Sasp Ily lfi9h CMmintlWeRr ROckG-hP eJ . I D.pN In NA - Grwnewamr - n ^I Geogntl U ID Fill -y Fence SeotionDetai "- - T Wm Dm(in)` Pea R. -ruA Letlne - .nn�r axe" Eo elos P-Til.L'mns � '_ ,n (^I ImNn) 1 1 Nerd Unit 1"Setback of EXw LI ( UnIPPE ed Concrete or 3'S M 5 £ pERFu [1 NE 4peRorated PVC Dre nage Tle� Crushed Slone Le 11,Pad 3 INATI-E / Wmppetl n Flter Fabnc 6.5 ��GJ bAA EVISIE �,T�� 79" N Typical cavity Wall e1S Section a�4o PM 1T9 o°a 5.0 PLANS DlAN 28"p21 p�`pQQ"Oe e pvol�uol BWA1uw z v Wc(sJuol M ]5 06 200 rcx m'�Lrnve pwrvvlew (If vwx owepm�soutiae ervo P very A- 2.R INh Lc s r 3 v fRe d Fo d Sol PM tT 06 200 DATED MAR E 91021 e�',�a?'y "�l0 �.. re.. A 21,T NI, / n 9 _rpa OCR APB-_M ^yTC nx V a as T-_ ,r .. nnalrc 1�OF NEWy r Q-O m6S 6 1'e C& E -r�prni m�m.ml ' S6tN weR,rF9't /�� AHNEMANKIRE3 o O Q L.oP"'",`" �aL�a ..ae ` K spesarrn w o v " m III III III 7 vFFn INTO soupplPE P Q�\ K 6T CULTEC RECHARGER 330XLHD e" t N.T.S. LEVEL SPREADER DETAIL IW ab�ama y 6 pjQT fa g0ff$$10'SP t N.T.S. 1 2 3 4 5 6 T 8 9 10 11 12 13 14 15 16 1T 18 19 a 20 21 �uFs pT.oN23 24 oA25 26 2T 28 29 30 31 32 33 34 General Notes _ �—- Steep Slope Chart /�� -Fll pny'T, _ L r Ty, LAI. t vsnsreePgws°Pa%msoitasle /.�� XJ a dal I�czuc NeP Al- ama e br, m i P 1 WEs tl n T a o w a di- 1 rya'. rnaa n Ire p - g Ira Al sei awm 9 M1 A k I( k OP? `Y]'F1P LINE Rio STONE A sh b b ty f M1 are -IF 11-1 at=m�M1l r L I 8 0 I� 2 Tz- al) rrvn m°gad" - icev s.M fILYPR PAe, 2` a ty ortba.a�wua coao-anoraro a:cremate t ,. au E mevsa p I ' Gc� o o psoke aoSYh - � ¢RW� - IG�M� >na woes are metes M1e ova J se _ st�N n NM1 regaryb tM1erwork IN ORCULfrG '-- crosrumm�:ieassr _ aF v¢ °�8 aksq tlM E T� ---�. �. '�So.WHwIF TO- Pawn srwsaawaanim bu Po'n mh N bu any I puree area:Edge Drain Abutting Terrace I A gross areas mall h1veamnmum1,1121. Tree Protection Detail - m �- •nwrme°r°.nw.oYwrau',a.E ggzY- FlNNA1- - PLANT LIST pgk80os+ n�ea g, amatosa,wneure,aba„°sa ormsea aare snows o" I Steep Slope Plan KEY Ou N Bo ANICAL Acre COMMONKI- All Enc s re Fence�--a/o/el k�m, Pmaa,o"m _. r Nenesre.� n uo�e _wxsml .v+so uz - usrea saes e e -�i` _.—g_ iPlaz sN °,sna s ar eemre roa aim e oak e etal Plcket Pool � z ti is eah. b n mn col No es _ 'rW=18c.Or P�iL _ ` oLD \C\ Aso _ Mr G 1 _ Vi PWha t 5. ° r b&o Pn s tl tro n t "b v F,a F,Ew as Ba gag esas(w-ro�emsl r�cE 9 N — P a s p ire G i L a Steel)Slope Section A-A - - ✓�` -�"Y` ! r3.:ns N e ea n ` ear's meow gaz wmm b re9 8 f sra aa° 1 \ _.;o-EMv Pat P°o.Pana.reav au m d TO°Of WAVE '- z Ca ( 61,C ua 4UI'E'PMR,-AIL raunav z65 _ � �' � anrvN su x etmm. � 2 5EE 5P'FoR rr � - M �� a'rm t nEA305 a5ect°n WOODLAND PLANTS 1 Guardrail De Iat at Top of Wall R�creeA m ez az ales N v a� _ -_ _. _-_ a s s i Atl BOTANCAL NAME COMMONNAME -- — c b' d n ` 5 N` tine conrcamorexPanw naM1eannv mt 71fi"1fD MpiiSJM FWL{NGDL�R A P 8 vsrem PO 'T• r'0 WAW Planting Plan C y; = a's b }cTNT bryy Jp MS f 1"r2�5E7'flNA%-A'1:f T01W MEHT TO 9 d d fft d - riQ fAl%'$WGGP SOtM eJ1TM MM g - a na-n ctaPce111.atian aio9 ofine so gcoaa or Naw ° PLANTING NOTE - ro rock sta. P P�dP to n m rela Iamorro r oared e°L�SJiA4 9TOc1E. d -WAW - g dd ra per od oronev Rae l'na roam derrt3tam Arrowwooa -eta Bao eomraowraM1at ba reawo.bemrat.wPwre,oenr�oa s o,aa-1 Pam P Pr v a a A�atga _ eea or ry gang datme oe ore next 9revf Section Through Walls S N Wol ( k - _ msPtefe Legend rls ,comrncTerU soeYAv AT>E'l'�;= �a]l_ --g oO"mar I. nx ° e Stone Paving Detail 9 F 1 .t�- - A�eN N It II oanrwtto wvw+AnM v /_0�k�flli�> �g .Natural Stone Steps Teto� H LU E ¢ 0 PrePany"somre mwal Danag &Earth kNoteg -- // �` v, W�Si'RVt t �..+ernE �Wi 6W TOP cress fu rweoa.,\g N. Ilinf a[ pAigth d.wge Z m_'flh �� - �� S st ..E Dre kW- / r �ja__� - Poses mace Fcket al)°Fence y e n9 nee w'9- � r ` � �.. Fro All sale a pool w II be 2 W � MT: / i br a---d E 9 GM1 L Fence voted from the Y ( � � _ Used on kev. . __ �:NG♦%Nal>"i 0� 5O0 A'L4.!OFJ. RgUlip Pi.1ACF:'re E(5T F°FGZ To �7 Pam°.\ "'RP P:r.0 7AHK��/ 4 Y�'m' ' \ --g1---� \,\ �� wke• �� mE R etc Raman r r ID4,--V6-K'MK'( � I F ub k o tRt�.:Fb FPLPEKI'(UNV` '_ _ { r" 'C� _ �A.4 o. 1\ 5 �, FFOFa,ED r 4 L _ ouL�EL 5Y5 t E ' A m axsw, �5 LA F 5 Po tm -EFL L 8 r✓cF I"n -nMt-rnrek�NG - RtVI APA-12A21 3i - m l Q" Rr l ©Rlvew�f Section Through Steps Detail P� M"17 N�4 N G EEEcM I 40 "lY 8 -(a' aclt V T k - _ _ _._ Swimming Pool Development Mr.&Mrs.Robert Promisel aIu> sFF-�s� I .�'��E > >AnoscarEe iR 10 Meadoulerk Road R Hoak,NY 5Afla"crtA nt�t+K o�rtiE ^ti� / NawEAR m� �� 1 =17h11 �--_. wrn+aaace ^ 10 ' < ' J 6EOGK WAE ��ighORh, q I n o � ex, Tramontano andhRowe U L_� 'hq�.. Y� Lmdsmp° vecm EEYIS SZ. _�_15q?mOPo �•••♦ N f1B��3Pw zm�Aue.Crcm��.CT 4C�FP'tl -411oxv Location Map 1 2 3 4 5 8 1 0 9 TO 11 12 13 11 15 16 17 10 19 20 21 22 23 24 25 M 37 28 29W 31 32 11 34 ZONE:R-20 A A t SITE a ocus N/r nPPRox.oa arroH� mpe_: PwE j o LEGEND E wxucel nnmrnn wN+Lery rwE MP ENo c uaNCEi,wwc sus✓,wcrua,-,9"" . .„4RnN v- cEPr roL — —Ewsnuc nwoRcomouas Proc r3ss�-,-35 PEM emlarva__ , uc E �, ss 3 G5 L�fS B IFNO B MEAOOSIARK fig10 RECORD PIANS ---"' ,8954 54°3 0"E / / _, -s9-"---____„ 178.11', --:aB--FxsnNG MINOR coMnuRs 4,37 -TE1EVA 1- IY a Mwyrrn 1B31d% o mu FGL ' /j es 6 zb.as calf wa281 rvaw m m&� EL-1 METER -1-INc T-S B / o- — — DanNBRGGF9G�aFG �rtATIrtN I\ o D a ,)i Pwr nn� �� =reaeB 'c�F =� xreaa. � I cW� anevuvE 2 xrevm 1 oMM1 .. �" � i1 _ ��• _„ wn,Efi LNE $ EXISTING I s—cAe UNE l sror:v LD i NG RMCEE{B`� ABBREVIATIONS RET R NNING E CbRBIN PETER Gt�BLufF B CORBIN ?� SNFO j , xla,.oa �'%lee.aa - 'B2 — N W ELEVE SN E 52�1 J9 _ L rUupS 1�a; ,{rPaNy % ` NGWORFORMEBLY 2,4jROHiaFWAY $ TNtl iGPGFWULE4EVA ON/ o n FS" , ].v __ / 9rtN SOTrOMGi WPLL ELEVATION wB \ I B" Tfl5E`1 "_ I 3 F anrvEc F •MrfiatE T, lusa NaH£_ BE£BH _* x,nRR "•�rcmu__ x, N __ _-1' I \ 2 v f N/T e t RaW;w'H£ALLCCH rE ASPHKT xrriu fn $rM / 1s FAGr£S BLUFF r �� 2'BEFLx ! a] ET B EI/(_ _ a/ , , G S54°15'40"W 5 Er.crurN uxe E _ - _ _�4.83' R=250.00' �� uc stl-_"rm r 'oB ��w 1' ��s.�5� I�`, L=10.00� c = -- �' r2<.35. tl9 j0 NiF RDMR �4 FOEBNS UPRW�tNS ' I F 1 Lot No.29 and portion of Lot No.30 (R.M.No.10613 WCLR) LMArea=91,10929 6Q.R(0,71 Ac) LOT GOVEPAGE TA&1LATION ERVIO TABULATION SITE FEATURE E%ISTING 16F1 SITE FEITURE M —TIN.(al House)BuiNlag 3,933 Fbuse/BuiItlF9 TOMIA 3,9D3 DrlMlway 1,fi78 - SitlexWkl PeNs 2B1 SURVEY NOTES -41 : WAaa mrlm co�a9a cammanon a1.1w I.swlmminO Pao D m � �g us�am�s�ma�b0m°,"meina�'1�re Pa11o,can os x � una,Y.mmaw , Pamelrtaga of Mein BUlltlNg Area 12fi% .Tennis CwrtlSpats CIXet ` �oNm bylrt New Yon dare Ass°vinm°m Pelcenta9e of Accessory BuiltlinB Area Igller 91 — amraW°rell�"as y Percentage of Dad Alga 8,514 rerce rea M ImpeMous Cekulalkn a A, Newas'�,UoPo� Percentage Wlmperious Area 20.9°F WeaMreTn�umymhgual,9ellawa as Maprb.lW'I3. € Nvnn eM 3 GRAPHC SCALE tl " ® 2 lD p 0 11 tl FEET ["I ?i3O I1-A" S..I ' 1AA a 2azl I a � M re�»eare, �4 YMN t �0 EF,rns M,P 11 AHNEMANKIRBY r R 5uesraNi mtEc��piE�FBE w A� m � EuolncFRs•Supvsv ^ �0 s . KLEY.RV,i"S"D39834 DATE MPume A--em Q� T&e'vl3wrw.niumenMraymaeec4mte e a a' GOLD T 0 BUC L LAND ,` 1 2 3 4 5 6 i 0 9 10 11 12 13 14 15 16 17 18 19 R23 21 1 R22 DEs ION23 1 24 �25 2fi 27 28 29 30 31 32 33 34 I M N N LC) N N CYi N 0 N co P P Lo P N P CL �7 C9 c z LCJ Cr O v° o C) Q WF�, V41 C:) JQ �Q L o J O j V L N r- a U"� v�ONO II II 11 I �; ROAD --I ICI EAD O ARIA o � I .LLj Lu1'.0 / 1 1 (50 FT. f .O.W. WI1 TH) �o I: � _ Q0. !---- --- ��-------/ — -7t It I 100'OE `� x N �0Z 5ES _ Y ? I I ) r— i y \ W � 3t JJLL / 2 \ IINN (/? % U 71ab813S `JNI OZ / ��_„I LIJ v — __ \ Q I ^� I� / aad�LNaad TOv i i= / 4 Z W \Q �h- co LLJ�TJ Q a m �! 'o 3 l oN _ \ 11 �; N Ci Q Z 4 q I N N .I C9 LIV _ co LLio �N 11 W W ` i _ ' r1�A �� O a I �- cn EN � z�z II d >\ FE Ism �I�� m l Pp0 C9^ A► O N ~ X m 3 '. 311f S :z to'Q"l c� m W P m Q I I Q A W 00 co Q 3 \� N h I00 U / / I OQ Ft�l N mrjp (� �\ p LU I\ q �Q / �i x �� X I Q I Lu Lu vv aC vWI I O Lo N :-zraj O 1\ L- _ - O 1 X \ S \ 1 1 Z O Y 1 LLJ 9� `� O A\ �� / q \ 1 �1 O CIO W \ Q x o I 1 �y Ilkm "`'� Lu N I 1 0�d WSJ 00 M \ lyo2 , Q \ � rn X X U Q Ov>j 1a� 1\I II a' x \ W qN io�/" N I 1 Q o . - 06! 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