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HomeMy WebLinkAbout4390DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 84. -2 -58 BOX 33 I ru ,. 61 lk I 4� 6611 m J r I IL Il.■ , 04390 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES WELL COMPLETION REPORT Well Location Street Address:T�,wA -SAA" (z.0 Strawberry Knolls, Lot #2 Town/Village: Putnam Valley Tax Grid # 84 -2 -58 Map Block Lot(s) Well Owner: Name: Address: VS Construction 37 Croton Dam Road Ossininct, NY 10562 Use of Well: 1- primary 2- secondary X Residential Public Supply Air cond/heat pump Irrigation Business Farm Test/monitoring Other(specify) Industrial Institutional Standby Drilling Equipment X Rotary Cable percussion X Compressed air percussion Other (specify) Well Type Screened Open end casing X Open hole in bedrock Other Casing Details Total length 32 ft. Length below grade 31 ft. Diameter 6 in. Weight per foot 19 lb /ft. Materials: X Steel Plastic Other Joints: Welded X Threaded Other Seal: X Cement grout _ Bentonite Other Drive shoe: X Yes No Liner _ Yes X No Screen Details Diameter (in) Slot Size Length(ft) Depth to Screen (ft) Developed? First Yes No Hours Second Well Yield Test _ Bailed _X Pumped X Compressed Air Hours 6 7—yield 5 gpm Depth Data Measure from land surface- static (specify ft) 30' During yield test(ft) 540' Depth of completed well in feet 605' Well Log If more detailed information descriptions or sieve analyses are available, please attach. Depth From Surface Water Bearing Well Diameter(in) Formation Description ft. ft. Land Surface 8 Drillinq in over urden clay and boulders' Hit roc1d at 8' 8 32 Drillin in rock, e 32 605 D in rock clranfta If yield was tested at different depths during drilling, list: Feet Gallons Per Minute Pump /Storage Tank Information Pump Type sub Capacity 5qpm , Depth 560, Model 5GS10412 Voltage 230 W 1 Tank Type 1X302 olum lons Date Well Completed 5/24/03 Putnam County Certification No. 001 Date of Report 12/11/03 Well r (si . NOTE: Exact location of well with distances to at l a�t two permanent landmarks to be providy,Fon a separate sheet/plan. Well Driller's Name P. Inc i Address: 4 Pub m Ave., Blesber, NY 10609 Signature: zzz ZZ Date: 12/11/03 Per .Beal White copy: HD File; Yellow copy -Building Inspector; Pink copy - Owner; Orange copy- Well driller Form WC -97 PUTNAM COUNTY DEPARTMENT OF HEALTH ._. I SION-OF EN ,R3 ME T'- ', Ah TH-SE RXI -E- CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR SEw1t, n MENT SYSTEM PCHD CONSTRUCTION PERMIT # PV- Located at 9 P H 09.f/9 N T R v N FO A P Owner /Applicant Name 39 eQoTo .,J oArt Ruwb COW Formerly Town or Village Q T-6i ti 'M VALCLN Tax Map g 4 Block 2 Lot So Subdivision Name S T- R A W 1 ?6 f2 2 y kk" No L L Subd. Lot # z Mailing Address Sr) C R 0 TO N D g n ROAD p S S 1 k IN C. 14Y Zip 10 S 6' z Date Construction Permit Issued by PCHD 1 Z - S' ZOO 2- Separate Sewerage System built by-S9 cRo-rorj mi) Rotio caRIP Address osd'It-,1 I N C, N V lr US�2. Consisting of 12 5-0 Gallon Septic Tank and .500 C, < F "Ar Pi FR !=o R A-r6_0 P✓C- �1 Other Requirements: 201 �p Water Supply: Public Supply From Address or: Private Supply Drilled by PT- T9CA L SWA-f I N c, Address 0124 W -C i e Q _ NY I o Sa l Building Type l51 N6CErjliy `�(' yHas erosion controi been completed ?` �/�f =1'y�' -• -- - Number of Bedrooms f__a U R Has garbage grinder been, insi I certify that the system(s), as listed, serving the above remises were constructed yes e8h ly as shown on the as- built plans (copies of which are attached), in acco a with the,is'sued PC = .., ,.!Cons ctf n Permit and approved plans and the standards, rules and regulations Putnam C. ty D ° t of 1 Date: �, , —a_�Certified by P.E. W4. (Design Professional) Address 2 f:�-3 N/J W ACM TL UD 'P,6 eK l K I i L,\ VF %R ase #a` 4 6 Z q 81 d Any person occupying premises served by the above system(s) shall promptly take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewage treatment system shall become null and void as soon as a public sanitary sewer becomes available and the approval of the private water supply shall become null and void when a public water supply becomes available. Such approvals are subject to modification or change when, in the judgment of the Public Health Director, such revocati p, modification or change is necessary. By: Title: 5, i 5' &� bk_ #e-e- Date: /14 10q Whife copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CC -97 I PUTNAM COUNTY DEPARTMENT OF HEALTH 1(DIVI ION OF ENVIRONMENTAL HEALTH SERVffCES WELL COMPLETION REPORT e 1f lb; tuoan " `- Street Address• °` u i, �I'PH �A S Ya A ( RorkO Strawberry Knolls, Lot #2 Town%Villa e: g Putnam Valley Tax`Grid # ' 64 -2 -58 Map Block Lot(s) Well Owner: Name: Address: VS Construction 37 Croton Dam Md. Ossinipg, NY 10562 Use of Well: 1- primary 2- secondary X Residential Public Supply Air cond/heat pump Irrigation Business Farm Test/monitoring Other(specify) Industrial Institutional Standby Drilling Equipment X Rotary Cable percussion . X Compressed air percussion Other (specify) Well Type Screened Open end casing X Open hole in bedrock Other Casing Details Total length 32 ft. Length below grade 31 ft. Diameter 6 in. Weight per foot 19 lb/ft. Materials: X Steel Plastic Other Joints: Welded X Threaded Other Seal: X Cement grout _ Bentonite Othei- Drive shoe: X Yes No _ Liner Yes X No Screen Details Diameter (in) Slot Size Length(ft) Depth to Screen (ft) Developed? First Yes No Hours Second Well Yield Test _ Bailed _X Pumped X Compressed Air Hours 6 Yield 5 gpm Depth Data Measure from land surface - static (specify ft) 301 During yield test(ft) 5401 Depth of completed well in feet 605' Well Log If more detailed information descriptions or are available, please attach. Depth From Surface Water Bearing Well Diameter(in) Formation Description ft. ft. Land Surface 8 Drillin in over urden clay and boulders Hit rock at 81 8. ; . _ _-32. -- Driliin fn - -r -. t- .. 32 605 Drilli in rwA granite If yield was tested at different depths during drilling, list: Feet Gallons Per Minute Pump /Storage Tank Information Pump Type sub Capacity 5c Depth 560, Model 5GS10412 Voltage 230 HP 1 Tank Type WX302 olum lone Date Well Completed 5/24/03 Putnam County Certification No. 001 Date of Report 12/11/03 Well r (si a NUT E: hxact location of well witti distances to at" two permanent ianamarKs to oe provi(�$xon a separate sneetipian. Well Drillees Name Po F Address: 4 Pltl Em Ave., Breusber, NY 10 09 Signature: Date: 12/11/03 Per a Beal White copy: HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WC -97 Public Health Director �,;:�.._ ., ;; bLe��t�` 1° A��re�. i�-• lz:�i.;�r�:�:r�..A;.�,;a:�..��: Associate Public Health Director Director of Patient Services DEPARTMENT OF HEALTH 1, Geneva Road Brewster, New York 10509 Environmental Health (914)279-6130 Fax (914) 278-7921 Nursing Services (914)278-6558 WIC (914)278-6678 Fax (914) 278-6085 Early Intervention (914)278-6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 E911 ADDRESS VERIFICATION FORM OWNERS NAME: 39 COQ 16)-� i A(h fLo (-1 n . e TAX NIAP NUMBER: SEC Q 1-4 '0L K ' 2 L o j- : ,5- � .Soao- : 2 E911 ADDRESS: ! H CO $ (N T RV'-3 R 0(,I D TOWN: PQ i W A M V tq LLL AUTHORIZED TOWN OFFICIAL: (Signature) ._.. ,. .._DATE A/ .�I_.... The Putnam County Department- of Health will not issue a Certificate of Construction Compliance unless the above form is completed, i.e., a legal E911 address is assigned by an authorized town official. This form is to be submitted with the application for a Certificate of Construction Compliance. F (E911 VERFRIvi) PUTNAM COUNTY DEPARTMENT OF HEALTH - - GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM S°7 CRo-ro o DAM IRoA D Cofz P. Owner or Purchaser of Building Tax Map Block Lot -S9 GRo-t'omy I?Am ROAD CORP. 1�vTNPaM VA L LE v Building Constructed by TownNillage 'PNEASr9N-r (?OW Ro6D kUoLL Location - Street Subdivision Name sIN6L �Arlvc y `? SI_0C/jCe 2' Building Type Subdivision Lot T` I represent that I am wholly and completely responsible for the location, workmanship, material. construction and drainage of the sewage treatment system sen*ing the above- described property, and that is has been constructed as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules and revelations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors. heirs or assigns, to place in good operating condition any part of said system constructed by me which fails to operate for a period of two years immediately following the date of approval of the "Certificate of Construction Compliance" for the sewage treatment system, or any repairs made by me to such system, except where the failure to �� -� op,eraiepr�petiv i�%aus�d�bv"tliet�`iiifiil oY�ne�li've`i�'t-act�fthe ocCupai�t'of tine uucldf�'��i�'t'iiziriQ tliz' -'- system. The undersigned further agrees to accept as conclusive the determinat'on of the Public Health Director of the Putnam County Department of Health as to xhethe F o the f ' u e of the system to op at wa caused by the willful or negligent act of the occup f e bu ng utilizing the syspel 51141IMEN 06c- _Day 12, Yearl-0 Sio-natur I 'N N EIV WINXIINX—NM Title: i?fz (Owner) - Signature ,29 c92oTon1 .onN 26AP r-02F .32 CR0 I yJ CAN Rare COZ? Corporation Name (if corporation) Corporation Name (if corporation) Address:. % C12p7 -c)t1 ,PAN 26AD State OSSINlt � IQ Zip IOS62 Address: 2 CRo76N e6L' 1 Z0- State 09S 11JrM6 y.I % Zip I o S-62 Form GS -97 1= {r J i> Lot NO. > �3 a -t 1` fa a �r :9 — URVE.Y-,� OF PROPERTY BEING LOT ,2 Located In 0.0 RA IVEERRY KNOLL on a Map Filed in the Putnam County Clerk 's Office on M4,15, 2002 as map no. 2900 ,situate in the TORN `z" OF PUTNAM VALLEY COUNTY OF PUTNAJ4 NY ale: 1"-=;.40' February 11, 2003 i A Ch o� +" May 7, 2003 Proposed Dwelling Added Oct. 2, 2003 Foundation and Well Added ;y 34 - N Uzi 90 JMS ENVIRONMENTAL SERVICES,.\INC. 15oo SUMMER STREET �C-U a Mailing Information: Collector's Information: Name: PF Beal & Sons Client: VS Construction Co. (dame: Wayne M Address: 4 Putnam Ave Address of site: Lot 2 Strawberry Knolls City: Brewster City: Putnam Valley State: NY Zip: 10509 State: NY Zip: Telephone: 845-279-2460 Fax: 845-279-6613 Telephone: Sample's Information: Site: Hose bib at tank Date Collected: 12/15/03 Date Received: 12/16/03 Preservative: HNO3 Time Collected: 15:00 Time Received: 12:45 Temperature: <4C Lab No.: J039305 Date Analyzed Test Name Result MCL Method 12/16/03 15:00 12/16/03 12/16/03 12/16/03 12/17/03 12/17/03 12/17/03 12/17/03 12J17/03 -1 /17/63 .:...... 12/17/03 10:00 12/16/03 12/17/03 12/16/03 12/17/03 12/17/03 Total Coliform Absent Absent Chlorine Free Residual <0.1 mg /L N/A Color NO 15 Units Odor ND 3 TONs Iron <0.050 mg /L 0.3 mg /L Manganese <0.050 mg /L 0.3 mg /L Sodium 26.7 mg /L N/A Chloride 39 mg /L 250 mg /L Hardness •- 38 mg /L.,.;._.;.: N/A " Nifr"ate 1.22 mg /L 1`0 mg /L Nitrite <0.1 mg /L 1.0 mg /L pH 6.52 S.U. 6.5 -8.5 S.U. Sulfate 28.2 mg /L 250 mg /L Turbidity 0.24 NTU 5 NTUs Alkalinity 54 mg /L N/A Lead <1.0 ug /L 15 ug /L At the time of analysis the sample was acceptable for total coliform SMWW 9222B SMWW 4500CIG SMWW 2120 B SMWW 2150 B SMWW 3111B SMWW 3111B SMWW 3111B SMWW 4500 CI C SMWW.2.340 C "SNiGVV1ly4`500 IV�3E"'" - SMWW 4500 NO3E SMWW 4500 H B SMWW 4500 SO4F SMWW 2130 B SMWW 2320 B SMWW 3113 B N/A = Not Applicable mg /L- milligrams per Liter ND- None Detected S.U.= Standard Unit NTU- Nephelometric Turbidity Unit MCL- Max. Contaminant Level TON- Threshold Odor Number ug /L- micrograms per Liter 6 Signature: "�- State #: PH -0218 Michael Lapman FLAP #: 11715 President Tel 203 961 9911 Toll Free 1 866 567 5097 Fax 203 961 9919 jmsenvironmental.com RONIN ENGINEERING P.E. P.C. The Lindy Building, Suite 200, 2 John Walsh Blvd., Peekskill, New York 10566 Tel. (91-4).736..3664 a fax.- (91.4) 73&3693 January 6, 2004 Joseph S. Paravati, Jr. Assistant Public Health Engineer Putnam County Department of Health Division of Environmental Services 1 Geneva Road. Brewster, N.Y. 10509 Re: SSTS Construction Compliance 37 Croton Dam Road Corp. P.C.D.HPermit #PV -31 -02 "Strawberry Knoll" Lot #2 Town of Putnam Valley Dear Mr. Paravati - - Please find enclosed the as -built plan and water analysis report for the above f6ferericed project. The plan has been revised based on the pump test information ant report has been completed to show the required PCDH profiles. Please review at your earliest convenience. If there are any questions or if additional information is required please do not hesitate contacting me at the above number. Thank you for your assistance in this matter. Respectfully submitted, Y //'�14 Kenneth M. Murphy Design Engineer P . . . � I NO I Rk INF T R, IA. 10 M,11 AIL CRONIN ENGINEERING P.E., P.C. December t6, 2003 The Lindy Building; Suite 200 2 John Walsh Boulevard Peekskill, NY 10566 914-736-3664 Fax 914-736-3693 Joseph S. Paravati, Jr. Assistant Public Health Engineer Putnam County Department of Health I Geneva Road Brewster, N.Y. 10509 I RE: 7 PHEASANT RUN ROAD 'STRAWBERRY KNOLL" LOT #2 TOWN OF PUT! NAM VALLEY 37 CROTON DAM ROAD CORP. THESE ARE TRANSMITTED as checked below: ❑ FOR APPROVAL ❑ FOR YOUR USE ❑ AS REQUESTED ��A�NDCO��� X PLEASE REPLY WE ARE SENDING YOU attached 1.) Three copies of as-built subsurface sewage treatment system plan 2.) Three certificate of the construction compliance. 3.) Three guaranties of SSTS 4.) Copy of survey showing foundation location 5.) E911 address verification for® 6.) Well Completion report 7.) $200 certified check for application fee The information enclosed is submitted for review only the septic pump test will be witnessed at a future date and the water analysis will be submitted when it is obtained from the well driller (P.F. Beal). Should you have any questions or comments regarding this information please don't hesitate to contact me at this office. Respectfully submitted, elk / enneth M. Murph :a twu h Design Engineer ce PUTNAM COUNTY DEPARTMENT OF HEALTH ,,..:-:,.,-.....',',DIVISION ,Olr,-.,]F.N,V-.J.RQNME-N;TA,L- lf.EA,,TLII:SERVI -S FIELD ACTIVITY REPORT NAMF: 7 . :T)nRFqq- PV Street Town State Zip PERSON IN CHARGE (1 V'P TNTF.R TP VvT T) 6� TEST DOSE TEST REQUIRED GALLONS m O O O m .. - -.. / / � /,Q 1� e)-q 0. Q v I U. START EL. STOP' 14 ginature and Title REPORT �2 T7,('-PjvF.T) RV. I acknowledge receipt of this report: SIGNATURE: 02/96 Title: 12/05/2003 12:37 9147363693 CRONIN ENGINEERING 1 PAGE 01 . �- ,. � ^'Y a .. � . -� ,... .sl `•r: =-..•. i'..'�.,'� - - . -.. _ -•�:.. '.r;. ., - � •• ry \V .� .• w �.; `S. PU TNAM COUNTY DEPARTMENT Of HEALTH IIDMSTDN OF ENVIRONM SERVHCES r ATTENTION ® rzn „ Q MSI POR FWAL iNSPCMN For: All information must be fully completed prior to any inspections being made. PCHD Construction Permit # F V—, 3 d - 0 Located: ' Q 'P146' f PT •1ZQ" KOO 0 der /,applicant Name: '2 9 CRO -roll Va r"I'► ROAD T Formerly: _ Subdivision Nar Subdivision Lot # Is system fill completed? Da Is system complete? _ Ve Da Is system constructed as per plans? Is well drilled? _ VE Da I III d Fill Trenches -k- )(V) e-) a41^® ' L - [ EL Block Z- Lot s we ocaw ats per pans. Are erosion control measures in place? I I certify that the systew(s), as listed, at the above pzemises has beef constructed and I have inspected and verified their completion in accordance with the issued PCBD Construction Permit and - ..approved- plans-- and -the -Standards, Rules. and.Re&Waei®ns_of t�e_Puinam.County Department of - Date: �C- C . 2(Z Certified by: aej p►J 1: 6i4&&Fejz jjJ f E _ RA Design Professional Address: T �SoMN �4& Comments: Lic. I nrr- c�-psp-R PPT 1 a! 7P i I NAMF : PI ITNAM cn. INTY DEPARTMENT OF 12/09/2003 11:56 9147363693 42.2• CRONIN ENGI ADO WE ri ANO SE /•A CA' ,w to IF ti 0 "s. ho • 26 4as' 11 I DEC-9-2003 TUE 11:31 TEL:845-278-7921 rNG 1 PAGE 01 tor) cr c cl ^$73 4a2' • NAME:PUTNAM COUNTY DEPARTMENT OF P. I �vPUTNAM COUNTY DEPARTMENT OIF HEALTH . \ I lVffSffON OIF IENVIIII ONMIIENTAIL HEALTH SIERWCES CONSTRUCTION PERMIT IT lF ®R SEWAGE TREATMENT SYSTEM 0 Located at 1176fS,11'Nr ROPJ 16141 Town G-e* - Putnam Val ley Subdivision name Strawberry Knoll Subd. Lot # z . Tax Map Block 2 Lot 58 Date Subdivision Approved �G 159 "101 . Renewal Revision Owner /Applicant Name 37 Croton Dam Road Corp.' Date of Previous Approval N, A Mailing Address 37 Croton Dam Road; Ossining, NY Zip 10562 Amount of Fee Enclosed $300.00 Building TyneResidential Lot Area .,2 .36 No. of Bedrooms 4 Design Flow GPD 800 _ Ae Fill Section Only Depth Vollume lFCH)lD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage ft stem to consist of 1250 gallon septic tank and 500 L . F. of 4" PVC Perf. Pipe in 24" Gravel Trench Other Requirements: // p.�@nJA'f 9C S� I�u M P A Op A 1 2507 Ai-i-c�n1 c , wcecTc� Pu nt P C rt A M B �= P- o cLOAL- To be constructed by 37 Croton Dam Road Corp. Address 37 Croton Dam Road; Ossining, NY 10562 WMteL SU lv: Public Supply From Address P -.. Beal - u -Sods, < - Inc .- - Address • 4 -Putrai` Avenue - ��t1r,n,n,n,nTTi'Tr n— u-ter, NY 10509 PU o NGaM COUNTY U HEALTH DEPT. T T T T T ~ (W) 278 -silo .tem s and that the 1 Geneva Road O: � � 1 � � ( ) Brewster. NY 10509 :a. nent thereto and in Date that on completion Received of )e submitted to the �-u ie builder, that said - The Sum Of iod of two (2) years Dollars $ iance of the original F+or ' V ' N?Uj 1e eck � Ca M.O. Cre�d�it Card By O� - a a u'1 /1 -CLL "1711 l l 1 ! 1 1 1 y 80 Peekskill, NY 10566 APPROVED FOR CONSTlE UCTIION: is approval expires two years from the date issued unless construction of the sewage treatment system has been completed and, inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new pe it. Approve for discharge of domestic sanitary se age only. By: G%c Title: Date: White copy - HD Vile; ell w copy - Building Inspector; Pink copy�Ow�; Orange copy - Design Professional Form CP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL _ Teas :�rii:cr•'e :.t ;� " ; ..:...,_ . _ PC1 =iIl Ye'rilllf.,.. /. t .., .. Well Location: Street Address: Town/V&W Putnam Tax Grid # Pheasant Run Road, Sublot# 2 Valley Map 8 Block L Lot(s) jg Well Owner:. Name: 37 Croton Dam Address: Road Corp. 37 Croton Dam Road, Ossining, NY 10562 Use of Well: X Residential Public Supply Air /Cond/Heat Pump Irrigation 1- primary Business Farm Test/Monitoring Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought 5 gpm # People Served 4 Est. of Daily Usage 500 gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling X New Supply (new dwelling) Deepen Existing Well Detailed Reason Water supply for new residence. for Drilling Well Type X Drilled Driven Gravel Other Is well"§ite subject to flooding? ................................................. ............................... Yes No Is well located in a realty subdivision? ...................................... ............................... Yes X No Name of subdivision Strawberry Knoll Lot No. 2, Water Well Contractor: P.F. Beal & Sons, inc. Address: 4 Putnam Ave . , Brews ter , NY 10509 Is Public Water Supply available to site? .................................. ............................... Yes No X Name of Public Water Supply: N/A Town/Village Distance to property from nearest water main: 1600! q of town & county) Proposed well location & sources of contamination e p vided on separate eet/plan. Date: _7_-�Z- Applicant Signature: PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above, is granted under provisions of Article 10 of the Putnam County Sanitary Code and Subpart 5 -2 of Part 5 of the New York State Sanitary Code and provided that within thirty (30) days of the completion of water well construction, the applicant or their designated representative shall: 1) Pump the well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED. FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Well to be constructed by a water well driller certified by Putnam County. .,# . I Date of Issue Z Permit Date of Expiration (7 —T754 Title: _ Permit is Non - Transferrable White copy - HD file; Yellow copy - Building Inspector; Pink copy - `Owner; Orange copy - Well driller Form WP -97 ,t.v T2r4u�� 2 ua ---,-5T5 T 2 (99 41736 -3664 Fax 199 41736 -3693 DATE / �D / �y 2 y T ^ IRSPECTEDBY (914).736-3664 Fax (914) 736-3693 DATE INSPECTED BY DH �..�- —~—' .. Pump Characteristics Pump/Motor Unit Submersible Manual Models SP40M1 SP40M2 Automatic Models SP40A1 SP40A2 Horsepower 4/10 Full Load Amps 9.4 1 4.7 Motor Type Split -Phase R.P.M. 1750 Phase 0 1 Voltage 115 230 Hertz 60 Operation Intermittent Temperature 140 °F Ambient NEMA Design A Insulation Class A Discharge Size 2" NPT Solids Handling 1 -1/4" Unit Weight 60 lbs. Power Cord 18/3, SJTW,115V =10' std. 230V = 20' std. M cteroa0s of Construction Handle Steel Lubricating Oil Dielectric Oil Motor Housing Cast Iron Pump Casing Cast Iron Shaft Stainless Steel Mechanical Shaft Seal Seal Faces: Carbon /Ceramic Seal Body: Brass Spring: Stainless Steel Bellows: Bunn -N Impeller Thermoplastic Upper Bearing Single Row Ball Bearing Lower Bearing Single Row Ball Bearing fasteners Stainless Steel ■■■■■ ■■ ■■■■■■■■ ■■■■ ■■ ■ ■■ \E■■■■■■■■■■■■■■■■■■■■■ ■■.sm■v■■■■■■■■■■■■■MEN ■ ■■fie ■��.��� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ �nfif•f•faf•I.i \� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■e■E',720MIN■■■\O\■■■■■ ■ ■e ►�ti�] ■ ■ ■■ ■elf ■ ■ ■ ■ ■■ ■ ■ ■ ■ ► \ ■■ Total Head q 8 1' 16 20 24 i�= 120 108 90 68 42 20 0 AURORA/wDROMATOC Pumps, om@. 1840 B?aney Road, Ashland, Ohio 448051 (419) 289 -3042 c Cr Q: v. z n. c� c. Q r L VELOCITY HEAD AND'FRICTION LOSS IN FEET PER 100 FEET OF PIPE 4 IRON / STEEL Schedule 40 PLASTIC Schedule 40 COPPER Type M US GPM _ Vol. Ft./ Sec. Vol. Hd. Ft. Head Loss Ft./ 100' Vel. Ft./ Sec. Val. Hd. Ft, Head Loss Ft./ 100' _ Vel. Ft./ Sec. Val. Hd. Ft. Head Loss Ft,/ 100' 10 1.6 - 0.8 1.6 - 0.7 1.8 0.1 1.2 12 1.9 0.1 1.2 1.9 0.1 0.9 2.1 0.1 1.6 14 2.2 0.1 1.5 2.2 0.1 1.3 2.5 0.1 2.2 16 2.5 0.1 2.0 2.5 0.1 1.6 2.8 0.1 2.8 18 2.8 0.1 2.4 2.8 0.1 2.0 3.1 0.2 3.5 20 3.2 0.2 2.9 3.2 0.2 2.4 3.5 0.2 4.2 22 3.5 0.2 3.5 3.5 0.2 2.8 3.9 0.2 5.0 24 3.8 0.2 4.1 3.8 0.2 3.2 4.2 0.3 5.8 26 4.1 0.3 4.8 4.1 0.3 3.8 4.6 0.3 6.7 28 4.4 0.3 5.5 4.4 0.3 4.5 4.9 0.4 7.8 no 4.7 0.3 6.3 4.7 1 0.4 5:2 5.3 0.4 8.8 32 5.0 0.4 7.1 5.0 1 0.4 5.8 5.6 0.5 10.0 34 5.4 0.4 7.9 5.4 1 0.5 6.6 6.0 0.6 11.2 36 5.7 0.5 8.8 5.7 1 0.5 7.3 6.3 0.6 12.5 38 6.0 0.6 9.8 6.0 0.6 8.1 6.7 0.7 13.7 -0-40 6.3 0.6 10.8 6.3 0.6 8.8 `7.0 0.8 15.0 42 6.6 0.7 11.8 6.6 0.7 9.7 7.4 0.8 16.5 44 6.9 0.7 12.9 7.0 0.8 10,6 7.7 0.9 18.0 46 7.3 0.8 14.0 7.3 0.8 11.4 _8.1 1.0 19.5 48 7.6 0.9 15.2 7.5 0.9 12.4 8.4 1.1 21.1 50 7.9 1.0 16.4 7.9 1.0 13.3 _8.8 1.2 22.7 55 8.7 1.2 _19.7 8.7 1.2 16.0 9.6 1.4 27.2 60 9.5 1.4 23.2 9.4 1.4 18.6 10.5 1.7 31.8 _ 65 10.2 1.6 27.1 10.2 1.6 21.6 11.4 2.0 36.8 70 11.0 1.9 31.3 11.0 1.9 24,9 12.3 2.4 42.4 160' 15:j 3.6. -35 8., .1.1.8- -2 2-,28,x- -40.4'" :1�1 -1. y14.0 2 7 -48.1'. ' ` 80 12.6 2.5 40.5 12.7 2.5 32.0 17.2 3.0 54.2 180 13.4 2.8 45.6 13.4 2.8 35.3 14.9 3.5 60.5 _85 90 14.2 3.1 51.0 14.2 3.1 39.5_ 15.8 3.9 67.3_ 95 15.0 3.5 56.5 15.0 3.5 43.7 16.6 4.3 74.3 100 15.8 3.9 62.2 15.7 3.9 47.9 17.5 4.8 82.0 110 17.3 4.7 74.5 17.3 4.7 57.3 19.3 5.8 97.5 120 18.9 88.3 18.9 5.5 67.2 21.0 6.9 115.0 130 20.5 _5.6 6.5 103.0 20.5 6.5 78.0 22.8 8.1 133.0 140 22.1 7.6 119.0_ 22.0 7.5 89.3 30.4 14.4 165.0 150 23.6 8.7 137.0 160 25.2 9.9 156.0 _ 170 26.8 11. 175.0 180 28.4 12.5 196.0 190 29.9 13.9 218.0 _ 4 �- /r IRON /STEEL Schedule 40 PLASTIC Schedule 40 COPPER Type M US GPM Val' Ft./ Sec. Vol. Hd. Ft. Head Loss Ft,/ 100' Val. Ft,/ Sec. Val. Hd. Ft. Head Loss Ft./ 100' Vol. Ft./ Sec. Vol, Hd. 'Ft. Head Loss Ft./ 100' 20 1.9 0.1 0.9 1.9 0.1 0.9 2.0 0.1 1.1 22 2.1 0.1 1.0 2.1 0.1 1.1 2.2 0.1 1.3 24 2.3 0.1 1.2 2.3 0.1 1 1.2 2.4 0.1 1.5 26 2.5 0.1 1.4 2.5 0.1 1.4 2.6 0.1 1.8 28 2.7 0.1 1.6 2.7 0.1 1.6 2.8 0.1 2.0 30 2.9 0.1 1.8 2.9 0.1 1.8 3.0 0.1 2.3 35 3.4 0.2 2.4 3.4 0.2 2.4 3.5 0.2 3.1 40 3.8 0.2 3.1 18 0.2 3.1 4.1 0.3 4.0 45 4.3 0.3 3.9 4.3 0.3 3.9 4.6 0.3 5.0 50 4.8 0.4 4.7 4.8 0.4 4.7 5.1 0.4 6.0 _55 5.3 0.4 5.6 5.3 0.4 5.6 5.6 0.5 7.1 60 5.7 0.5 6.6 5.7 0.5 6.5 6.1 0.6 8.4 65 6.2 0.6 7.7 6.2 0.6 7.6 6.6 0.7 9.7 70 6.7 0.7 8.9 6.7 0.7 8.6 7.1 0.8 11.2 75 7.2 0.8 10.1 7.2 0.8 9.8 7.6 0.9 12.6 80 7.7 0.9 11.4 7.7 0.9 11.1 8.1 1.0 14.3 85 8.1 1.0 12.8 8.1 1.0 12.5 8.6 1.2 16.0 90 8.6 1.2 14.2. 8.6 1.2 13.8 9.1 1.3 17.8 95 9.1 1.3 15.8 9.1 1.3 15.3 9.6 1.4 19.6 100 9.6 1.4 17.4 9.6 1.4 16.8 10.1 1.6 21.6 110 10.5 1.7 20.9 10.5 1.7 20.2 11.1 1.9 25.8 120 11.5 2.1 24.7 11.5 2.1 23.5 12.1 2.3 30.4 130 12.4 2.4 28.8 12.4 2.4 27.3 13.1 2.7 35.1 140 13.4 2.8 33.2 13.4 2.8 31.5 14.2 3.2 40.3 150 14.3 3.2 38.0 14.3 3.2 35.7 15.2 3.6 45.8 160' 15:j 3.6. ,43. UJ 15.3 -. 3.6; -40.4'" 16.2 ;5 170 16.3 4.1 48.4 16.3 4.1 45.1 17.2 1 4.6 57.7 180 17.2 4.6 54.1 17.2 4.6 50.3 18.2 5.1 64.1 190 18.2 5.1 60.1 18.2 5.1 55.5 19.2 5.7 70.7 _200 19.1 5.7 66,3 19.1 5.7 60.6 20.2 6.3 77.9 220 21.0 6.9 80.0 21.0 6.9 72.4 22.2 7.7 93.1 240 22.9 8.2 95.0 22.9 8.2 85.5 24.3 9.2 110.0_ 260 _ 24.9 111.0 249 9.6 99.2 26.3 10.7 127.0 280 26.8 _9.6 11.1 128.0 28.3 12.4 145.0 300 28.7 12.8 146.0 30.4 14.4 165.0 320 30.6 14.5 166,0 340 32.5 16.4 187.0 360 34.4 18.4 209.0 380 136.3 20.5 233.0 400 138.2 122.7 1258.0 �- /r EQUIVALENT LENGTH (FEET) OF STRAIGHT PIPE FOR PIPE FITTINGS (BASED ON HYDRAULIC INSTITUTE PIPE FRICTION MANUAL) . v 'o a -i-<°r ve - -•�: _.. t t- tn:ev v:',T` � . -. .;:tjlti :" . ,. ":e =:.o.b . .K.' ..c'wa =ir +Fx ie we ..-: -v� - -r V1` —4A -,M:E h 3 4 5 6 SCREWED RETURN BEND OR [� REGULAR SCREWED ELBOW 4 6 6 7 9 9 11, 14 - - LONG RADIUS SCREWED ELBOW 2 3 3 3 4 4 4 5 - - REGULAR SCREWED 45° ELBOW 1 1 2 2 3 3 4 5 - - SCREWED T -LINE FLOW 2 3 5 6 8 10 13 18 - - SCREWED T- BRANCH FLOW 5 7 8 10 12 14 17- 22 - - SCREWED INCREASER (1 PIPE SIZE) 1 3 1 3 2 4 10 - - - SCREWED GATE VALVE 1 1 1 1 1 2 2 3 - - SCREWED GLOBE VALVE 27 32 41 45 60 66 84 112 - - Ec:31cip SCREWED COUPLINGS & UNIONS 1 1 1 1 1 1 1 - - - SCREWED SWING CHECK VALVE 9 11 13 15 19 23 28 40 - - SCREWED ANGLE VALVE 16 16 18 18 18 18 20 20 - - �1 INWARD PROJECTING PIPE OR -� SUDDEN INCREASE 3 4 5 0D' 9 11 14 20 26 33 REDUCERS 1 1 1 1 2 2 3 4 4 7 FOOT VALVE - 3 4 5 7 9 11 16 21 26 BELL MOUTHED INLET 0 0 0 0 0 1 1 1, 1 2 SQUARE EDGED INLET 1 2 3 3' 4 5 7 10 13 16 :..: t— NGED RETURT413L ND .REGULA l"I OR REGULAR FLANGED ELBOW - 2 2 3 3 4 5 6 8 9 LONG RADIUS FLANGED RETD. BEND OR LONG RADIUS FLANGED ELBOW - 2 2 2 3 3 4 4 5 6 LONG RADIUS FLANGED 450 ELBOW - 1 1 1 2 2 3 4 5 5 --J FLANGED T -LINE FLOW - 1 1 1 2 2 2 3 3 4 FLANGED T- BRANCH FLOW - 4 5 6 7 8 10 14 16 19 FLANGED INCREASER p FLANGED GATE VALVE - - - - 3 3 3 3 3 3 Q FLANGED GLOBE VALVE - 45 57 63 74 83 98 120 156 192 FLANGED SWING CHECK VALVE - 7 10 13 18 22 28 40 53 65 FLANGED ANGLE VALVE - 16 18 18 21 23 30 39 53 65 BASKET STRAINER - - 10 11 13 14 17 22 25 28 9 RONIN ENGINEERING P.E. P.C. The Lindy Building, Suite 200, 2 John Walsh Blvd., Peekskill, New York 10566 Tel:_ (914) 4)7, 3693-:---: ,z � «• .- �ac..•�`.� ..-'- '•:rte• +v:�nd•- :T.ay. ..r -� October 24, 2002 Joseph Paravati, Jr. Assistant Public Health Engineer Putnam County Department of Health Division of Environmental Services 4 Geneva Road, Brewster, N.Y. 10509 Re: SSTS Construction Permit Strawberry Knoll Subdivision — Lot 2, 14 Pheasant Run Road, Town of Putnam Valley Dear Mr. Paravati: Find enclosed three copies of the revised SSTS plan for each of the above referenced subdivision lots. The plan revision is based on the comments from your office as per letters dated September 26, 2002 for lot #2 and October 7, 2002 for lot #14. Modifications on the Lot #2 SSTS plan dated August 6, 2002 and revised October 22, 2002 is summarized as follows: 1. The north arrow is labeled. 2. The roof leaders and footing drains drain are set to drain away from the _ z`.4 ..,... 7ropasei watez Weil. 3. The absorption trench detail calls for a "3/4 to 1 ' /Z" dust free crushed stone or washed gravel. 4. The detail of the force main trench is shown on the plan. The proposed 1 %2" diameter force line shall be provided with a 1 /4" diameter hole within the pump chamber to drain any water remaining in the line after the pump cycle is completed. Since the force main does not contain any water after the dose is provided, the possibility of freezing is eliminated. A minimum of 18" cover is shown on the profile and trench detail. Additional amount of water is added to each dose to account the water backflow into the chamber (see plan). 5. A copy of the calculation for the proposed SP40 - Aurora Hydromatic pump is included. 6. The size and specification of the proposed force main pipe has .been modified to a 1 %" diameter — PE -3408 high density Polyethylene Resin as manufactured by Charter Plastics, Inc. or approved equal. 8:z1d 3013000 i �•� R :' 4,71 PO ii BRUCE R. FOLEY Public Health Director _ .. pia,:..- . ...a_.. ,. ,•e'•::��t•:° 3.=' •'.,•' .,,.. DEPART NMNT OF BEALT H 1 Geneva Road, Brewster, New York 10509 LORETTA MOLINARI R.N., M.S.N. Associate Public Health Director Director of Patient Services Environmental Health (845) 278 - 6130 Fax (845) 278 - 7921 'Nursing .Services (845) 278 - 6558 WIC (845) 278 - 6678 Fax (845) 278 - 6085 Early Intervention/Preschool (845) 278 - 6014 Fax (845) 278 - 6648 September 26, 2002 Luis Hernandez Cronin Engineering The Lindy Building, Suite 200 2 John Walsh Blvd Peekskill, New,York 10566 Re: Dear Mr. Hernandez: Proposed SSTS Strawberry Knoll Subdivision, Lot # 2 Pheasant Run Road, (T) Putnam Valley TM# 84 -2 -58 This office has received and reviewed the most recent set of plans for the above mentioned project. We would like to offer the following comments for your review and consideration The north arrow needs to be labeled so that the arrow is clearly defined. .....,,T.ie_roof.Je-ader.and footing drain discharges appear to be angled -in a different-direction from the.= approved subdivision plat. The discharge points from the subdivision plat would be better since the discharge points on the plat are angling away from the proposed well. 3. The label for stone type in the absorption trench. detail should read, "3/4 to 1 %Z" dust free crushed stone or washed gravel." 1-4. A detail of the force main and trench needs to be provided r on ox tes. ✓6. Calculations showing head. loss to due friction and elevation needs to be provided to determine if the proposed pump is adequate. A. The submitted house plans show a five (5) bedroom house according to the latest health department memo concerning bedroom count. Corrections have been made to the study on the first floor in order to make it a "non- bedroom" A copy of these corrections is enclosed. This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me at W. 2157 if any questions arise. Very truly yours, . Joseph S. Paravati, Jr. Assistant Public Health Engineer JSP:cj BRUCE R. FOLEY Public Health Director DEPARTMENT 'OF HEALTH 1 Geneva Road, Brewster, New York 10509 LORETTA MOLINARI R.N., M.S.N. Associate Public Health Director Director of Patient Services Environmental Health (845)278-6130 Fax(845)278-.7921 Nursing Services (845)278-6558 WIC (845)278-6678 Fax(845)278-6085 Early Intervention/Preschool (845)278-6014 Fax (845) 278 - 6648 Date: 61440 z To: �viS (ler-na�ezL Crbv�lh Errtyi�e.2r�n� Re: JWM Pr-vpo seA 5STS rry IKv�ol1 SvbGG✓,slow� -Lai' ,2 Phe -,swnP 2�n 2oAA/pullnAoi VNtl,- y Dear /01-. (errn&#qAeZ t, A4. it- 8W -a -61 This office has received and reviewed the most recent set of plans for the above mentioned project. We would like to offer the following comments for your review and consideration. This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me at ext. 2157 if any questions arise. Very truly yours, Joseph S.-Paravati, Jr. Assistant Public Health Engineer JSP :cj formletter A� -_�_� �:.- L'- �.til•G. -r rs ,.:i...Ri�- _.___�_ .__ -._ ... _. •q'W; �f' tF��.��.' ~f~...��.t'�:.... „y�_'w:G�:.: y r i v .. w .. - • __._ .._...��, _ �_%� e n o� arrow It,,�.� -�e s �� 6e�1 wb I e�� so fl►�f �l�e �>.��o �� �.s_._. - -- _LThe._�i S Cbr.lry_C_� po���3 ►v�r i�ie �ubd %y�`3 oh � �f wa���r.( _G f�er _ —S_ %,I e_:� cl�a� e. p�,�a�f3 ^ �e ��9_I «►5__._aw_�ty._�rb� __ Ge ro�o�ds_e.�{ _ IL o r S one 4 Jp_e__.i�_la�Sal'p�tON(�✓iG� _(,i2(.u_.�� _ _ _S /'IG� io 1 'i�'' cluuS -l- e- crushej s4ore ©r wws 5- 4e t�rGel�rn� w�►� LL�tic�i e �� 6t m ✓l' —_.� .._� ��_ l�__V►o1"e _f2Q_U�r_ final— sPeei .�, %ve��ers_._._'n_ee.�s__.7�o b_e i�v���� l_�_fh_�:�1�'s�� %6��� %0,, I _ J box Ij -o Ike s ��,�Cu l0. �Gtno►�s Showir� �o s e i �,, < PCo►!ik_�'o�ferm�� -��_. _�_____ 1. _ 1 `►e 6055, �/tihs �S_su�wi;Y%e-6 i s x5 �C tr,-ym i10 4L ccod AeS l�e�1 _Ie c�rTL+tevil meai!Io coh.Ge�' hen ^��i�rooi!t coclv►T,_ I u. � rvo lvi . /-�._ �o�1- N-- -"- �_._..'�? Se__Co���c; 1O`� S--- L$_C.✓.IGIo$2 �- � -:_�_ r PUTNAM* COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH I1�D.IV U.A�- A7C SUPb;Y 8�, .UDS,URFAC'F�S�:WAfTE'�fILE23 TiNT'^5 i`5`$'i$a "; - c, r REVIEW SHEET FOR CONSTRUCTION PERMIT AAfh NAME OF OWNER: 3 7 C A 0A.�w STREET LOCATION: &A5-11 Awd 46. 4 140P sP REVIEWED BY: RM, GR, SRDATE: 2 / ° a TAX MAP#: (CONFIRMED) Y N DOCUMENTS ii$iED-DETArI%S UN�I;ANS CANED __ �L _)PERMIT APPLICATION US� E:SEVVER ='! "_k T J. TYPE PIPE CAST DWELL PERMIT OR PWS LETTER () 0 BENDS; MAX BENDS 45' W /CLEANOUT UPC -97 C� �USITENOTE(N E) _ lV� S"�� BEitivEitJ (V)( )DESIGN DATA SHEET (DDS) FILL SYSTEMS A-5k y + w`O (V VV RESOLUTION (�(�10' HORIZONTAL; PAST ,J'RENCH SLOPE 3: O GRADE fin' C(�(�SHORT EAF (�UFILL SPE / FILL NOTES 1 -5 /y �✓✓✓//// PLANS -THREE SETTS /v U(--� (JUFILL PROFIL NSIONS ((_}HOUSE PLANS -TWO SETS L,L�FILL IN EXP SION A UUVARIANCE REQUEST �✓�i - ILL GREATER 7HAN2 FEET SUBDIVISION C-J _) CLAY BARRIER �- (�(_JLEGAL SUBDIVISION (� )FILL CE ICAT OAT NOTE /v,� U(USUBDrMION APPROVAL CHECKED LJL_)DEPTH GAU (�LJPERC RATE (�UVOL. ON PL O .B:; UNCLASSIFIED & IMPERVIOUS U(UFILL REQUIRED DEPTH U(�SEPARAT DISTANCE FROM TOE OF SLOPE UC_)CURTAIN DRAIN REQUIRED TRENCH GENERAL C_) I/ LOCATED IN NYC WATERSHED( --)LF TRENCH PROVIDED 00 60FT MAX. (o°p (_ PARALLEL TO CONTOURS LJL;�PLANS SUBMITTED TO DEP o T(,_)100 /o _EXPANSION PROVIDED �•_____ ( DELEGATED TO PCHD DETAIL/DT3T FREEsCi2USHED ST'ONE_UR ASHED GRAVE C�C_)DEEP C✓-)DEP APPROVAL, IF REQ'D ( `� °'�"" _- - �/rrte ;n Ab `' ` -, (�L,�GEUTEXTII,E COVER gk,����"•i' " ,��yy.� �� 5 �+i� TEST HOLES OBSERVED SEPARATION DISTANCES ON PLAN - 1�RO1VI'SI ^ , 5„�",S j (—)(�PERCS TO BE WITNESSED (��L�10' DRIVEWAY, LARGE TREES, TOP OF FILL ycl. (� APPROVAL SSDS ADJ, LOTS ✓ 20' TO FOUNDATION WALLS )EX-APPROVAL (TOWN/DEC PERMIT REQ'D ?) 100' TO WELL, 200' IN DLOD,150' TO PITS �,�(_VJWETLANDS L_)DATA ON DDS PLANS & PERMIT SAME (_J100' TO STREAM, WATERCOURSE, LAKE (inc. expan) _ LPL PRE 1969 NEIGHBOR NOTIFICATION 50' T0t.CA'i'CH;BASPi; 35' S T ORMDRAI . -A E: "`fF"it 1iTL BA . U10' TO WATER LINE (pits - 20') C-JC16100 YR. FLOOD ELEVATION W/I 200' ( ,7050' INTERNIITTENT DRAINAGE COURSE (_-_) SOIL TESTING LOTS >10 YEARS OLD (c AC_J200' /500' RESERVOIR, ETC. 150' GALLEY SYSTEMS REQUIRED DETAILS ON PLANS 5h,,,ta y'�LAb ned : (` L_)10' MIN TO LEDGE OUTCROP _JgW— AGE ;SYSTEM_P:l AN`(NORTH- ARRO —W-) i ice' ``��'``� SEPTIC TANK (�L�SSDS HYDRAULIC PROFILE LZ- LIO' FROM FOUNDATION; 50' TO WELL UUGRAVITY FLOW WELL (-Z(__)CONSTRUCTION NOTES 1 -15 6J1) NSIONS TO PROPERTY LINES (.1// UDESIGN DATA: PERC & DEEP RESULTS LCATION OF SERVICE COCTION ( ✓)L)2' CONTOURS EXISTING &PROPOSED IVEWAY & LOPES �� n o�+^�j 0� ' ALOP .-- — 1_^ !.• -.y_ µ�� w� SLOPE ' (FOOTING /GUTTER/CURTAII�T.DRA3NS gp ;ix+' ,USDA SOIL TYPE BOUNDARIES Gt,�yW °0� OPE IN SSTS AREA 64 (520 %) ( L�TTTLE BLOCK; OWNERS NAME ADDRESS (—)� 'REGRADED TO 15 %, IF REQUIRED TM, PE/RA; NAME, ADDRESS, PHONE# DOSE/PUMP SYSTEMS (y)L _JDATE OF U DRAWING/REVISI.T PUMP NOTES ATUM REFERENCE ��- Cfj DOSE 75% OF PIPE VOLUME/DOSE VOLUME NOTED (} L�CA'lI0 :OF WATERCOURSES, PONDS - T KES,WETI,ANDS WITSIN:200' OF -P:L' ( FORCE _L" (DETA IPE ETC ) )A � N ' �s tP 5 &EALD 5p I (✓ L�PROPOSED-FINISH'F'TrOOR AND l �Jl.J1 DAY STORAGE ABOVE ALARM b e pill ad DRAIN BASEMENT ELEVATIONS CURT AIN pCI �• (/ UWELLS & SSDS.'S WRN 200' OF SSTS UUST �ES, 5' BO ES, DETAIL ( PROPERTY METES &BOUNDS C_.)C�15' M %, 20'-4 %, 25' -3 %, 35' -1 %,100 % - <1% (�vEROSION CONTROL FOR HOUSE, WELL & (-- )( --)20' CD DIS E/100' with 182 cons day discharge SSTS, EROSION CONTROL NOTE NON- PERFORA E COMNENTS: Vuwl,o. �� l�. s 4 /x..�r�v/ i J A scc �4t 4 4-e— /���,,� za- L,11) &- 14 11tJ /,Lnl _ 47 (irk yY► LIK 5 4 Ile /� _dGu Trip (REVSHEET)09 /01/00 RONIN ENGINEERING, I'.E„ P.C. . dji The Lindy Building, Suite 200, 2 John Walsh Blvd., Peekskill, New York 10566 ` �� Tel. ,(014;'36- s6:,9- �;�'�:.. {'��# }-'?� �,��9s' . - -•-• . , -. , -- • t , . - - - .. ,. , ,- ..- _ - ,. - August 9, 2002 Michael Budzinski, P.E., Director of Engineering Putnam County Department of Health Division of Environmental Services 4 Geneva Road, Brewster, N.Y. 10509 Re: SSTS Construction Permit Strawberry Knoll Subdivision — Lot 2 Pheasant Run Road, Town of Putnam Valley Dear Mr. Budzinski: The following information has been enclosed for your review, for each of the above referenced subdivision lots: L. Three copies of the SSTS Plan. 2. Two sets of house plans. 3. Letter of authorization. 4. Affidavit Corporate Owner application. 5. Application for Approval of Plans for a Wastewater Treatment System. 6. Design Data Sheet — Subsurface Sewage Treatment. 7. Construction Permit for Sewage Treatment System. 8. Application to Construct a Water Well. -9. Environmental Assessment F 10.- Application fed -of $300:0,0. Should you have any questions or require additional information regarding this matter, please contact me at the above phone number. Thank you for your time and assistance in this matter. Respectfully submitted, Luis Hernandez , Project Engineer cc: Val Santucci St mwbenyKnoll,Lots2,PCDH,08 -09 -02 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES LETTER OF AUTHORIZATION RE: Property of 37 Croton Dam Road Corporation Located at Mill Street (CR#'23) / Lover's Lane T/T Putnam valley Tax Map # Block ,,Z Lot 58 Subdivision of Strawberry Knoll Subdivision Lot # -0 Filed Map #.,2,90014 - Date Filed !''/ 16 A Gentlemen: This letter is to authorize Timothy L. Cronin III a duly licensed Professional Engineer x or Reestemd- ArcNte -ct to apply for the required wastewater treatment and/or water supply permit(s) to serve the above -noted property in accordance with the standards, rules or regulations as promulgated by the Public Health Director of the Putnam County Health Departme ign all necessary papers on my behalf in connection with this F NEW Y ,, matter and to supervi� of said wastewater eat a and/o w ter supply systems in . conformity with ions; i 1.45 and/or_ 14.7 f.th d ation aw, the Public Health. "' Law; and'tfie -Putri m . bunaiy o _ Countersigned: Fu P.E., R.A., # - Mailing Address 2 .John Walsh Blvd. , #200 Peekskill State N.Y -zip 10566 Telephone: (914) 736 -3664 Very trul Signed: 1 (o peroflp- I Mailing Address: State NY 37 Croton Dam Road Ossining Telephone: (914) 739 -7362 Zip 10562 Form LA -97 PUTNAM COUNTY DEPARTMENT OF HEALTH TAL-H I- AFFIDAVIT - CORPORATE OWNER APPLICATION FOR PERMIT APPLICATION SUBMITTED TO PUTNAM COUNTY HEALTH DEPARTNlENIT To: Public Health Director In the matter of application for: Construction of SSTS and Water Supply Val Santucci represent that I am an officer or employee of the corporation and am authorized to act for: - Name of Corporation: 37 Croton Dam Road Corp. Having offices at: 37 Croton Dam Road, Ossining, NY 10562 Whose Officers Are: President - Name: Val Santucci Address: (Same as Above) Vice President - Name: Address: Same as President (Same as Above) Secretary - Name:. Michelle Santucci Address: (Same as Above) Treasurer - Name: Address: Same as Secretary (Same as Above) and that I am and will be individually responsible for any to the approval requested and all subsequent acts relatin, Sienc Title: Sworn to btfore me this day of 411)A�W Omonth) 4�� , - (year) Notary Public`/ CCEKY M. LEW QSMry Public, State of Now Vbf� No. CILE6026834 Corporate Seal Quaffied In Westchester Commission Expires June 21,3 Form CA-97 is If the on with respect PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES FINAL SITE INSPECTION Street L_ ocation NO-L- 4%'1-4. Owner -own .., :. _. = i _ -rw: °r% �: - !Permit # +� _ TM # Subdivision Lot # 1. Sewage System Area a. STS area located as per approved plans .......... .. ................ b.. Fill section - date of placement 3:1 barrier Lgth. Width . Avg.Dpth c. Natural soil not stripped ................. d. Stone, brush, etc., greater than 15' from STS .area......:... e. 100' from water course /wetlands .............. .. . ................ H. Sewage System .- a. Septic tank size - 1,000 ...:.....1, 250 ...../....other ................ b. S eptic tank installed level ............. ............................... c. 10' minimum from foundation .............................. --=-- d. Distribution Box 1. All outlets at same elevation -water tested.. � kJ 2. Protected below frost .................. ............................... 3. .. Minimum 2 ft. Original soil between box & trenches` e. Junction Box - properly set ...... ............................... 6. Irenches 1. Length required nfl Length installed'' 2. Distance to watercourse measured Ft .... f3'" 3. Installed according to plan ......... ............................... 4. Slope of trench acceptable 1/16 - 1/32 "/foot............. 5. 10 ft. from property he - 20 ft.- foundations.......... 6. Depth of trench <30 inches from surface .................. 7. Room allowed for expansion, 100 % ....:.................... 8. Size of gravel 3/4 - 11/2" diameter clean ..................:..: 9. Depth of gravel in trench 12" minimum .......:........... 10. Pipe ends g.. ca d ped ................................... .. :. ... . Pump or Rose systems : _ 1 Size of pump chamber............ f:�....1 k.`", .. 2. Overflow tank ............................... -/-- ,.,..._ ✓.f :...... 3. Alarm, visual /audio ............... ...fi7..1 .. G:.�i�t?.4 .......,. 4. Pump easily accessible, manh o- grade.. ........... 5. First box baffled ................................................. ..::. 6. Cycle witnessed bar H.D.estimated flow /cycl . !u III. House/Buildhig a. douse located per approved plans ... ....................:......:... b. Number of bedrooms .............. ............................... �(..... IV. Well Well located as per approved plans .......:...............? :.... b. Distance from STS area measured —� ft........... c. Casing. 18" above grade ................ .............:................. d. Surface drainage around well acceptable ....................... V. Overall Worlananshin . a. Boxes properly grouted ................... ............................... b. All pipes partially backfilled ........... ............................... c. All pipes flush with inside of box ... ............................... d. Backfill material contains stones <4" diameter .............. e. Curtain drain & standpipes installed according to pl /f f. Curtain drain outfall protected ,& dinto exist waterco rst g. Footing drains discharge away from STS area ............... h. Surface water protection adequate ........ :.......................... i. Erosion control provided .................. ............................... Rev. 12/02 Date: -ld by: o V*5.2 I Wit Buy a �I �e E� o V*5.2 S1A`J1VSPW81 ®li FVYd JCASJL SAJId 4 - - .- .F :��h . -: =�:< ., �-.'e^✓" ."r - -�. n....:�;',. •.T.'_ �. Date: Inspected by: Fill pad located per the approved plan Fill Pad Length Required Length Fill Pad Width Required Width Fill Pad Depth Required Depth Run -of -Bank Fill Quality Slope from Top to Toe Impervious Layer Installed Erosion Control Installed Sieve Test Results (if applicable) _ Additional. Continents:._ •�- �. -_.�. as -.. <.. � .... -- .... s. �, .. .._ ._. . - �.�.. -� .<s = �. ._ .- .. -� •q _s :. d. .. ._ .. e + ._ -�... Reserved for Field Sketch if Applicable 14.1" 1244—Ted 12 PROJECT I.D. NUMBER 61721 Appendix C .;:: -- _ .�: Styt = Envlhonrreontil Cuy{{ty Riiiitw- SEAR SHORT ENVIRONMENTAL ASSESSMENT FORM Fof uNLISTED ACTIONS Only PART I— PROJECT INFORMATION (To be completed by Applicant or Project aponaol 1. APPLICANT IsPONSOR 2. PROJECT NAME 37 Croton Dam Road Corp. Strawberry Knoll, Sublot # 7. PROJECT LOCATION: Munklpallq Town of Putnam Valley County Putnam County t. PRECISE LOCATION (Street addreea and road intuswtlona, prominent Iandmartu, etc., or provide map) Pheasant Run Road S. 19 PROPOSED ACTION: ® New ❑ Eapanslan ❑ ModlfkaftValtaratlon e. DESCRIBE PROJECT BRIEFLY: 'Construction of Subsurface Treatment System and Well Water Supply to Serve a.-Single Family house. 7. AMOUNT OF LAND AFFECTED- ' Inulally •- '� r 3� aua Ultimately -2, —5 Kra S. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? .,; CJ Yp '. ❑ No If No. d.Wt» brtefty a. WHAT IS PAMENT LAND USE IN VICINITY Of PROJEC 7 rr----�t .: fR A- Wdanttal C3 Ind strtal ❑ Commercial Q Agriculture L Panu•Foraat/Opan 1paca ❑ Otlwr Surrounding Lands are zoned Single Family Residential r,r 10. DOES ACTION INVOLVE A PERMIT APPROVAL OR FUNDING, NOW OR ULTIMATELY FRCM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL STATE OR LOCAL(? ® Yea ❑ No It yes. Ilat agcy 31 and pertnitlapprovals , Town of Putnam Valley Building Permit it- AMY ASPECT OF THE ACTICY HAVE A CzJRRENTLY VAUD PERMIT OR APPROVAL? G�DOES laYaa ❑ No If yes. Ust agency mama and permwappr'aral Subdivision Plat Approval - "Strawberry Kn' oll Subdivision" 12. AS A RESULT OF PROPOsm.AcnoN WILL Exs, No PowmAPP'ROVAL REWIRE WOO1FICATKW' ❑Ya ®No 1 CERTIFY THAT THE INFORMATION PROVIDED ABOVE Is TRUE TO THE BEST OF MY KNOWLEDGE Cronin Engineering, PE PC / Keith Staudohar Date: 4 -9 -02 slgnaturi If the action Is In the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before procaeding with this assessment OVER PART if_ERIVIRiONUENTAL ASSESSMENT (To be completed by Agency) A. DOLES ACTION Ex5AEO AMY TYP£ 1 THRESHOLD IN s NYCAA, PART 617.127 It yaa. C"dinato tab rwlaa prowea and uam the FULL EAF. 0 Yes fn No A G. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 8 MYCAA, PART 617.87 It Me. a nogallve declaration may bo superssdr:d anothd Invoked agony. _ ®Ycxa ire - -. :.. .... _ .. .. -.. ' , • - �- . f C. COULD ACTION RESuLT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING. tAetaraara meq loo handvartttan. It legtbtal Ct. Existing Olt quality, surlaca or groundwater, quality or quantity, nolao lov©ls, existing traffic pa?tirfne. solid wasto production ar dlapoaal, poicpltlal for orosica, dralnaem or flooding problema? Explain briefly. C3. Acathatre, agriculturak arehasok%". historic, or other natural at cultural rosourcao; or community or neighborhood character? Explain briefly.. A/O C1. Vogatallon or faA/9 une, fish, shollflah or wildllfa specioa, slgniflcarlt habitats, or throatoned or mdangored opoclas? Explain briefl y. ' CA. A carnmunity's auisting plans or goals as officially adoplald, or a chango In use or Intonsity of use of land or other natural reaourcae? Explain briefly AfpGrG CS. Growth. aubcoquont dovalopmant, or roiatod activities Ilkoly to be Induced by tho proposed action? Explain brtofty. Cal, long torn, sawn Corm, cumutathro, or other effects not Idontifkd In Cl-057 Explain brialty. C < / F .-.1 07..01" impacts ancluding changes In us® of either quantity of type of onargy)7 Explain Drolly. � -+- CA t tV 70 C4 ... Cf) D. IS THERE, OR 18 THERE LIKELY TO S& CONTAOVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACT27 _ Cl Yes .. - No ' If. Yoo:- axpin:a brta ty .. _ W PART 119 — DETERMINATION OF SIGNIFICANCE (ro be completed by Agency) INSMUd,'TBON& For oath adverse effect kMntttted above, deterrnine wNtP" 14 to suM'tntlral, I". Invonant or otherwise signlftcwt. Each oftast should be assessed In connection with Its (a) Hitting (I.e. urban or rural); (b) probability of occurring; (c) dunWon; (d) Irr+a~WWItty, (e) g"ruphic scope; and (n magnitude. If neces"g. add etuchmonts or refill w= supporting materials. Ensure that ®xpliinatlons.contain sufficient detail to ahoy that al( releroent adverse Impmcitl M" bew Idontiflmd and ddequately addressed. ' ❑ Ctlec .this box If you have identified one or more potentially large or significant Iadvei se Impa,7`ots which KAY �peur. Then proceed directly to the FULL EAF &rxIW prepay® a positive declasratim Ctlscit this box If you have determirted, based on the Intomlation and enaWs .above and any supporting* docurDentatlon, that tM propoeW adtton WILL NOT result In any significant advem environmental Impacts AND provide on attachnwty w necessary, the reawns supporting this determination: Name 0 Load A 7b, Y? t or rDf Na Of nornart Ktr in load ASOKY ,ua o, oypanlweo KaY $�Qndl R b ( Kof M Lo AlloneY 16"lum 00 Freparar (l r amm frorn msocnme a atticarl • Data ." PUT,NAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION FOR APPROVAL OF PLANS FOR WAS'- EWATER- `I'�.�:EA�T. I 'I STEM. 1. Name and address of applicant: 37 Croton. ' Dam Road Corp. 37 Croton Dam Road Ossining New York 10562 2. Name of project: ` Strawberry Knoll 3 ,Location T/V: Putnam Valley,-..: 4. Desi'- ` Professional: Timothy L..Cronin TII ` 5. "Addfess: ' 2 John'-.Walsh 'Blvd; -200 Lindy Bldg 6. Drainage Basin: Peekskill Hollow Creek Peekskill, New York" 10566 7. Type of Project: +..... . . X Private%Residential Food Service ._. Commercial Apartments Institutional Mobile Home Park Office Building Realty Subdivision Other (specify) 8. Is this project subject to State Environmental Quality Review,(SEQR)? ..Type Status (check one) ....................... ............................... Type I Type II 9. Is a Draft Environmental Impact Statement (DEIS) required? ............. 10. Has DEIS been completed and found acceptable by Lead Agency? ... ............. 11. Name of Lead Agency Town of Putnam Valley Planning Board Exempt Unlisted x NO N/A 12. Is this project in an area under the control of local planning, zoning, or other officials,. ordinances? ...... ... .... ............ 13. If so hda a plans been submitted to such authorities? ....................................... Yes 14. Has preliminary approval been granted by such authorities ?. Yes Date granted: Jan 2001 15. Type of Sewage Treatment System Discharge ..........:...... surface water x groundwater 16. If surface water discharge, what is the stream class designation? .................... N/A 17. Waters index number (surface) N/A 18. Is project located near a public water supply system? ...... . .............:................. NO 19. If yes;'' >name.of water supply N/A Distance to water supply N/A 20. Is project site near a public sewage collection or treatment system? ... NO ......:..... 21. Name of sewage system N/A Distance to sewage system N/A 22. Date test holes observed. April $May 2000, 23. Name of Health InspectorAdam stiebeling_ 24. Project design flow allons day) . .800 Gal /Day (g per Y) ................................. ............................... 25. Is State Pollutant Discharge Elimination System (SPDES) Permit required ?... No 26. Has SPDES Application been submitted to local DEC office? ......................... No Form PC -97 27. Is any portion of this project located within a designated Town or State wetland? YES ... N/A 28. Wetlands ID Number .... �._ 29. Is Wetlands Permit required? ...... ... No ........................ Has application been made to Town'or Local DEC office? ............. No 30. -Does project require -a DEC Streatri Disturbance Perrriit? : ............................... NO 31. Is or was project site used for agricultural activity involving application of pesticides to orchards or other crops, 'solid or hazardous waste disposal, Z. landfilling, sludge application or. industrial activity? ............ Yes/No .: NO '' - 32, Is project located, within ,1,000 feet of existing or abandoned landfill, _:' hazardous waste site, salt stockpile, landfill, sludge disposal site or any .. NO other potentially, known source of contamination? ...::. .. ........................ Yes/No DESCRIBE:... _.. YES 33. Is there a local master plan on file with the Town or Village? ......................... 34. Are community water and/or sewer facilities planned to be developed within 15 years in or adjacent to project site ?......; :...............:.. .. .......................:....... _ NO 35. Are any sewage treatment areas in excess of 15% slope? . ............................... No 36. Tax Map ID Number .......................... .........................:...:. 'Map 8L � Block 2 Lot jo 8 37. Approved plans are. to. be, returned to Applicant x. Design Professional NOTE: All agplieatfnns f r �ie�x n apnrc�val: of anew .SST- S.ti�be.locsfed witlai�i C- W& -Ai 1-= m_.r._... . be sent to the Department, and need not be sent in duplicate to the DEP, although the project may require DEP. approval of the SSTS prior to final approval by the Department. Projects within the watershed may also require DEP review and approval of other,aspects of a project, such as stormwater plans or the creation of impervious surfaces, and the project applicant should obtain the appropriate forms for, such activities from DEP and submit those forms to DEP for review and approval. r°v M c <: . If the application is sighed by a person other than the applicant shown in Item l .,the Oppli 1i1•must be accompanied by a Letter of Authorization (Form. LA -97). Failure to comply with th vision may be grounds for the rejection of any submission. .o< Jr NEyp Cp I hereby affirm,. under penalty of perju y, that information provided o � U � e to the best of my knowledge and belief. False a nts. made h'ere'. lore et a Class A misdemeanor pursuant to Sec n 21 �S o t Pen' p f . n� yy�y z .SIGNATURE'S & ®FFICL4L TITLES. - �aaaY� 2 Timothy L. Cronin PE `` 62980 Mailing Address: ......................... .... Cronin Engineering, PE P ;I.UF2 113 9 Jn}hn Wn 1 sh R1 vd - eon i.i nriv R1 du t Peekskill .NY 10566 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES - ^' - btt idN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner 37 Croton Dam Road.Corp. Address 37 Croton Dam Road, Ossining, NY 10562 Located at (Street) t/�� rfv�" e��i1 0 -6 . ;I'aY Map 8i4 Block z Lot ±5-s _ (indicate nearest cross street) Municipality _(T) Putnam Valley Drainage Basin Peekskill Hollow Creek C Date of Pre - soaking SOIL PERCOLATION TEST DATA Date of Percolation Test Hole No. °Run No. Time Start - Stop Ela se Time �ilEA.) De th to Water From Ground Surface (Inches) Start Stop Water Level Drop In Inches Percolation Rate Min/Inch 3 1 S 6_ 5 b3 2-r z5 2 3 61 13 - zz 3 /� 3 9 3�— i0 `� -36 13 --. 2 2 3 z 4 5 _ 2 _C11 2 44z 3 4 �� �z D IL Z 3 — 2 5.3 5 2 4 5' IN V I hzj: -1... -I ests ,to be. repeated. at same depth until approximately equal percolation rates are obtained at each percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch) All data to be submitted for review. I. .-Depth measurements to be made from top of hole. Form DD -97 TEST PIT DATA -_ D E C1 PlCj®.N- 0E- S.®.IU DEPTH HOLE NO. G.L. %oP -�501L 0.5' 1.0' 1.5' ,LOAM 2.0' 2.5' 3.0'' 3.5' 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 9.0' 9.5' 10.0' 1 2 �[� �vi�;'1:C4 -��LY �1'.� `.•,1F 11Sr� 1t::�E-R�11fE-�;� =:: _ ..::'.ryS� r'�= :'r. -: = ,'« =xa "r HOLE NO. HOLE NO. 1-9 - oLe)A wL_ �� - �r� �v•J f 6P-A y sAAJD G)r-Ay 5A P) D � rj �� e,-,ZA veL ., 7 Indicate level at which groundwater is encountered Indicate level at which mottling is observed V /A- - Indicate level to which water level rises after being encountered Deep hole observations made by: Adam Stiebeling/ Keith Staudohaur Date PCDH Cronin Engineering l� Design Professional Name: Timothy L. Cronin III Address: 2 John Yg4h Blvd. #200 P ski1j1,1NY 10566 Signature: Design Professional's Seal 62980 �\ o Ng0FESS10 Jr I if THE BEST"Or My KNOWLEDGE. REL'II;r Al PR7ESSIONAL'!A.JvGEMENL 1. THIS FACTORY MANUFACTURED NOR, C PLAN HAS BEEN APPROVED FROM A— NN) — SET OF FMH, PLANS PREVIOUSLY ARPROVE By COS, APPLICATION NO 96-013. MANUFACTURER'S NO. 0497, EXPIRATION'DATE 03-19-02, WHICH HAS NOT BEEN MODIFIED IN ANY MAKIIER. 2. THE ENERGY PORTION Or THE FMM PLAN BEEN PREPARED USING PART 5 OF THE ME STATE ENERGY CONSERVATION CONSTRUCT[ CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE,MTH THE ENERGY CO#E'. rrt AV 36 ONSTRUCTION CORP./MODEL #&SK. SN- /ON -2020273/N) I r 19' -51 /r A 3' -31/ ra m Fp - - - - - 19• -5 I/r: We ft�v T ul 1� G_ 7 7 —1 M, num lam, (D —1 CUS v 4 1L. rZcxxt 191-(r NOOK V•• It 9 KITCHEN L—M T3 � FAMILY R130M iu - R L DINING ROOM RAIL -_ i w= MEATIlATm rjnft� VIE M=L zr �ff o ­Vvw MEAR. r 19 L I I MT W ATIms TM il Jr I if THE BEST"Or My KNOWLEDGE. REL'II;r Al PR7ESSIONAL'!A.JvGEMENL 1. THIS FACTORY MANUFACTURED NOR, C PLAN HAS BEEN APPROVED FROM A— NN) — SET OF FMH, PLANS PREVIOUSLY ARPROVE By COS, APPLICATION NO 96-013. MANUFACTURER'S NO. 0497, EXPIRATION'DATE 03-19-02, WHICH HAS NOT BEEN MODIFIED IN ANY MAKIIER. 2. THE ENERGY PORTION Or THE FMM PLAN BEEN PREPARED USING PART 5 OF THE ME STATE ENERGY CONSERVATION CONSTRUCT[ CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE,MTH THE ENERGY CO#E'. rrt AV 36 19' -51 /r A 3' -31/ ra m Fp - - - - - We ft�v T ul 1� G_ 7 7 —1 M, num CUS v 4 1L. — — — — — — — — — — — 191-(r L—M A UT IV__ -_ i w= r 19 L I I ;ij IM( 115 LW K" Il- DDO'rK p.2" z.XfL LIVING ROOM CLO 1/4'1 Bz 6. j WLDG STUDY Itt FOYER GARAGE If, IfaLwa WIN 1 1 m-un of :9 ON-SITE STEEL HEADER MS7ALLED 14' -8 7/ -IF HV 121-11 1/?, ON-SITE BT BUILDER 7 Nv II STEEL BEAM ON. SITE Br BUILDER -f (D a V 6 40­5 112'TVO STORY. 9.,]: LAYER 51&'- TYPE -C- GYP. APPLIED PERPENDICULAR TO 2.6 CLG_ JOISTS, ATTACH I&d CEMENT PANELIZED WALLS OATED NAIL�. .XI 7/9-1., 0, 0.0915-D. SHAW, 1/4-D. HEAD) LI 7' O.C. OZ_ INST BLOCKING E 7' (NI-539) rfi 191-11 K 5'- for i EXT WALLS e is- ELC I _v I ye,4 5'-V • _2i_� PuLIZ BOX 6w 316406/60 JEFFERSON Ir CLG MT. MAKM !�,rg'rL @ 16' O.C. C w/ /JOIST HANGERS exp', e ec LIVERPOOL PA 17045 IST STORY, caMISTS 2 11 -28 Z .11-28561 ; L.�11 'BIRDER D* 'KI"_O' T13 BE- (7f7) 444-3395 ICW.Mo SJD Y-0- L, 2-1 112',11 DRYWALL FOR -SITE PLUMBING CONNEC71ONS BE DMITTCD ALL ON SPF82 , If (717) 4"- 7577 .(VIS1DrL au 2'p DE ES E.Y�-LL NO C 7 VAC OUTLET Fft" MGM OUT wrF.Exclumomrs'Com PUT. VALLEY. MY; PUTMAK COUNTY; 30 PST' SNOW LOAD THE Jr I if THE BEST"Or My KNOWLEDGE. REL'II;r Al PR7ESSIONAL'!A.JvGEMENL 1. THIS FACTORY MANUFACTURED NOR, C PLAN HAS BEEN APPROVED FROM A— NN) — SET OF FMH, PLANS PREVIOUSLY ARPROVE By COS, APPLICATION NO 96-013. MANUFACTURER'S NO. 0497, EXPIRATION'DATE 03-19-02, WHICH HAS NOT BEEN MODIFIED IN ANY MAKIIER. 2. THE ENERGY PORTION Or THE FMM PLAN BEEN PREPARED USING PART 5 OF THE ME STATE ENERGY CONSERVATION CONSTRUCT[ CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE,MTH THE ENERGY CO#E'. rrt AV 36 r x IN - - - - --0 ARR WELL 'ARWYM -t' . NOTE&► 1. SUBSURFACE SEWAGE TREATMENT SYSTEM (SS TS) IS DE57GNED ON A SOIL PERCOLAnON RATE OF 11 70 15 MINUTES PER INCH DROP (SEE SOIL DATA SHEET). 2. ENa9NEER WAS NOnnEO PRIOR 70 STAR77NG WORK AND PRIOR TO BACA771UNG TRENCHES 3 UNAU7HOR12ED AL7ER4177ONS OR ADDInCWS TO THIS DRAWING IS A NOLA170W OF SEC17ON 7209 (2) OF THE NEW YORK STA7F EDUCAnON LAW. A HOUSE AND WELL LOCAnON WITH RESPECT TO PROPERTY UNES WAS SURVEYED AND PREPARED BY DONNELLY LAND SURVEYING, P. C. 5 PROPERTY HEREON IS LOT 2 LOCATED IN STRAWBERRY KNOLL' AS SYOWN ON A MAP REED IN THE PUTNAM COUNTY C.ZERKS OMCE ON MAY 1A 2002 AS MAP No. 2900. N7851YI� r3a 4r' 'I a I / Tampammy i° I h A wr of Lot N&2 A h I N 69a45' flG73• a.e � 4r THE SEWAGE DIS OOSAL SYSTEM WAS ATED ON THIS PLAN AND 7HAT TH£ SYSTEM BEFORE lT WAS COVEREv OVERR, THE SYS7FM 4CCORDANCE WITH ALL STANDARD RULES THE PUAVAM COUNTY DEPARTuENr OF HEALTH �A7F DEPARTMENT OF HEALTH. 0 E'WAGE iFEA TINENT SYSTE -M 2N CONCRETF �P77C TANK, 1250 GALLON CONCRETE 1DUH AND. - 5O&-F°4E',PRF0RA7D I. W£ E RENCH co rer. VOWNaARAM TP. .� Z;,,CR070N DAM ROAD CORP. 37 CROTON DAM ROAD OSSINING, N. Y. 10562 OWN MM hY dadhp Eaosnent . h /owr of Lot Nal �I I I I EVSnNG WATER MAN (APMOXMAT L00AMV) Q O eee� Z J Z n� �..r:.. E5 >> PUTNAM CO. DEPT. OF HEAL TH PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION U ENVIRONMENTAL HEALTH SERVICES. 19v;/ -' pv 3i-.0 1 APPROVED AS NOTED FOR CONFORMANCE WITH APPLICABLE RULES AND REGULATIONS OF THE PU NAM COUNTY HEALTH DEPARTMENT. t- . Z LL J � mn . Z mm IJJ O 0 M U ro • C9 0 = n CL ? N v Z Fyn Z _ C� 3 mm W80 a yw,,8 Z 0 z z Q s> O L m?f0 W OmmW LI Z _ Z 3 a W 9 M W ~ 3� Z Q 0 O 1 W N N~ Z K IL 0 / I REASON I DA n REWSION TAX MAP f sEcnay. 84 BLOW: . LOT 56 SUBLOT.• 2 DRAWN: KM CHECKED.• TC DAM- 01 -06 -2004 ONG FILE. S /AS- BUXT..DWG ✓OB /.-020412 N H 0 Z J g � a J J J Z m3 � Y I � _sorts.. . Q O ti V J x IN - - - - --0 ARR WELL 'ARWYM -t' . NOTE&► 1. SUBSURFACE SEWAGE TREATMENT SYSTEM (SS TS) IS DE57GNED ON A SOIL PERCOLAnON RATE OF 11 70 15 MINUTES PER INCH DROP (SEE SOIL DATA SHEET). 2. ENa9NEER WAS NOnnEO PRIOR 70 STAR77NG WORK AND PRIOR TO BACA771UNG TRENCHES 3 UNAU7HOR12ED AL7ER4177ONS OR ADDInCWS TO THIS DRAWING IS A NOLA170W OF SEC17ON 7209 (2) OF THE NEW YORK STA7F EDUCAnON LAW. A HOUSE AND WELL LOCAnON WITH RESPECT TO PROPERTY UNES WAS SURVEYED AND PREPARED BY DONNELLY LAND SURVEYING, P. C. 5 PROPERTY HEREON IS LOT 2 LOCATED IN STRAWBERRY KNOLL' AS SYOWN ON A MAP REED IN THE PUTNAM COUNTY C.ZERKS OMCE ON MAY 1A 2002 AS MAP No. 2900. N7851YI� r3a 4r' 'I a I / Tampammy i° I h A wr of Lot N&2 A h I N 69a45' flG73• a.e � 4r THE SEWAGE DIS OOSAL SYSTEM WAS ATED ON THIS PLAN AND 7HAT TH£ SYSTEM BEFORE lT WAS COVEREv OVERR, THE SYS7FM 4CCORDANCE WITH ALL STANDARD RULES THE PUAVAM COUNTY DEPARTuENr OF HEALTH �A7F DEPARTMENT OF HEALTH. 0 E'WAGE iFEA TINENT SYSTE -M 2N CONCRETF �P77C TANK, 1250 GALLON CONCRETE 1DUH AND. - 5O&-F°4E',PRF0RA7D I. W£ E RENCH co rer. VOWNaARAM TP. .� Z;,,CR070N DAM ROAD CORP. 37 CROTON DAM ROAD OSSINING, N. Y. 10562 OWN MM hY dadhp Eaosnent . h /owr of Lot Nal �I I I I EVSnNG WATER MAN (APMOXMAT L00AMV) Q O eee� Z J Z n� �..r:.. E5 >> PUTNAM CO. DEPT. OF HEAL TH PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION U ENVIRONMENTAL HEALTH SERVICES. 19v;/ -' pv 3i-.0 1 APPROVED AS NOTED FOR CONFORMANCE WITH APPLICABLE RULES AND REGULATIONS OF THE PU NAM COUNTY HEALTH DEPARTMENT. t- . Z LL J � mn . Z mm IJJ O 0 M U ro • C9 0 = n CL ? N v Z Fyn Z _ C� 3 mm W80 a yw,,8 Z 0 z z Q s> O L m?f0 W OmmW LI Z _ Z 3 a W 9 M W ~ 3� Z Q 0 O 1 W N N~ Z K IL 0 / I REASON I DA n REWSION TAX MAP f sEcnay. 84 BLOW: . LOT 56 SUBLOT.• 2 DRAWN: KM CHECKED.• TC DAM- 01 -06 -2004 ONG FILE. S /AS- BUXT..DWG ✓OB /.-020412 N H 0 Z J g � a J J J Z m3 � Y I � _sorts.. . Q O ti V J PUMP DATA 1250 GAL PUMP CHAMBER IN57DE DIMENSION.' 4 6' x 9 =6' PUMP ON. 45 112- DRAW. 8112' DOSE- 227 GALLONS PUMP.- GOULDS PUMPS ME1012H 1250 GAllON COACRVE PUMP CHAMM 1 WIH GOUZDS OrIO12H PUMP I 1250 GAZZDN COVCREIE SEPOC TANK _ t65Z.F. -1 11-2•0 Pa YETNYZENE FORCE LM ,i O1SA%3UR0V BOX WTH SAME .� 410 SCUD SVRJB PW PIPE FROM D1ST. BOX 70 PERF. 7RENd7 RIPE 'I N7a♦sris� �a x Y STRAWBERRY KNOLL - LOT . #2 AS -BUILT SEWAGE TREATMENT S SCALE: 1 °D ® 30 F TANK DISTANCES A B SOW TAW 14' 56' PUMP OYAWD? 22' 7J. 5' oTS1RBU770N Box 69' 104' I 4 I I .` I If II !! 1) II I I I 0 If 11 It I 11 1 II II It O I I I" II I! ff fl I 100' COVE AAEA I II II it II 11 it I I /1 II 11 II II II o It It o I I " o II II II 11 11 I I I Z I 11 II D I ` w �I If 11 li II fl I I t6LF— +�P.�c I I I II II II it II I SAPJ5 PIPE I 1( I fill 1 II II II 1 1 1 I I I I I 111 t, 5LF -4 asT I I I PmE II 11 II 11 II I( II II l 11 I I I I I r AUDIO AND Z AZARu it � 1 II II II 11 11 (ZOCAIIOV W BASEMEN T) V &A I I I • �• +I I II II 11 II g Ii II�III�III�(IIO 8 ��gll�lll°JI°Jf`.31wo g g II II II II a II��� fill II It It I I I I >>L S78 74'ff . r 1QOi EXPANSKdV AREA I 50CLF.. —f'/ PEPFOPA 7ED PM 111 24' GRAPEI )BENCH I(ENDS ARE CAPPED) x Y STRAWBERRY KNOLL - LOT . #2 AS -BUILT SEWAGE TREATMENT S SCALE: 1 °D ® 30 F TANK DISTANCES A B SOW TAW 14' 56' PUMP OYAWD? 22' 7J. 5' oTS1RBU770N Box 69' 104' 5TAtCf DISTANCES TO AM OF SS7S A B END OF 1ST. TRENCH 675' 100' END ar 2ND. TRENCH 73' 103.5' END OF 3RD. TRENCH 79' 108' END OF 47H. 7RENCH 85' 113' END DISTANCES M 36W OF SSTS A B START OF 1ST. 7R£NQ4 101' 68' START OF 2ND. 1RENCH 105' 74' START OF 3RD. 7RENCH 109' 80' START OF 47H. WNW 113' R.S' C P P 3. 3. 0. rya 1