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DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 61. -2 -6.3 BOX 23 IN me Net {.ml L yikf IN 0I a IN I i 0 i , D PUTNAM COUNTY DEPARTMENT OF HEAL RONMENT-AL HEALTH* SERYI E -:...: ,_.... _....::....z.. CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR SEWAGE TREATMENT SYSTEM PCHD CONSTRUCTION PERMIT #.,:' Located at 115 CANDRUS Not,Ow RDAP =ownorVillage RO-WAK Owner /Applicant Name (21191510NER L 1Li,i s Tax Map Block Lot . 3 Formerly SAME Subdivision Name CAN O PUS WOODS Subd. Lot # Mailing Address 10 SCOFiCLD COUST o ?FF -KSV 1LL AN Zip JZ%{Q Date Construction Permit Issued. by PCHD 5L.17Aoja Separate Sewerage -System built by Address Consisting of 12,50 Gallon Septic Tank and 3 T)O t-, A 6F y + Foo62A"%l✓D PVC p'rPF IN 2ti`o 49AVEL -rkE4VC18P �S Other Requirements: FUMP S�JSTF -MM $ 18" JEANKRY4 Water Supply: Public Supply From Address 4,,r� Route sz� or: X Private Supply Drilled by aVo ARTMAn/ tV F-1,L CO. Address CA AM LL N� 0512- Building Typetnib,y� 1L�r DES Has erosion control been completed? S N EW Number of Bedrooms Has garbage gri 9 L. eKp I certify that the system(s), as listed, serving the above pr s 94e .0c0iuctd ess�, ntially as shown on the as- built plans (copies of which are attached) in ance th a is ed PCI Co ' ction Permit and approved plans and the standards, rules and regula ' ns the P nt ealth. a Date: Certified by F 6280 �� P.E. R.A. (Design Professional) " `FESS Address 39 ,A� W, 6DPT ntvV' �Ao2 �Aiv ? Li cense # 0629,80 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 revocation, modification or change is necessary. By: Aihitle: Date: Whi opy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CC -97 Jun 0713 02:41 p '13 -06 -07 11:31 FROM- 1•.:r . ... uvuutiry. �t.- v�. a. �rf�i� —.RV'.O~ +.*e•.Y��._- t.:-... v.aa �-t -+a ...r .�ry.w n BRUCE R. FOLE'Y Public Xeatth Director p.1 T -282 P0001/0001 F -573 LORMA MOLINARI R.N., M.S.N. Associate Public Heafth Director Director of Patfent Services DEP4RTMENT OF HEALTH . 1 Genev Road, Brewster, New York 10509. Environments Health (845) 278 - 6130 Ilex (84S) 278 - 7921 Nursing Servkes (843) P79 - 6518 WIC (845) 276 - 6678 Fax (845) 278.6085 Early Interventio 1Preeehool (843) 278 - 6014 Ras (845) 278.6648 OWNERS NAME: TAX MAP Christopjher & Nichola Williams Section: 61.00, Block: ,r -,Lot: 6.3 E911 ADDRESS: 173 Cam TOWN: Putnam Valley AUTHORIZED^ TOWN OFFICIAI DATE: us Hollow Road 3. The rutnatri 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. (E91 I v&m) (!,Y 'd E T''� •� � a � �'r' ( : ,ti k h{ �' .t � � S/Y � �, 5 ° °9 I �,� "v. 1 � � �, j i 1:: ; .. '....,.. ,..:,:. DIVISI(D -O '- NV O ME TAL HEALTH SERVICES ...._ GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM Owner or Purchaser of Building GftF_ Building Constructed by ?02 (0,9 Tax Map Block ' Lot PUTA)ft VPU l; TownNillage 115 CANONS U oL j)j J [4 (,hj CftG) TS WOOFS Location - Street Subdivision Name 1N�j,E Building Type 13 Subdivision Lot # I represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewage treatment system serving 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 regulations 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 operate properly is caused by the willful or negligent act of the occupant of the building utilizing.the The undersigned further agrees to accept as conclusive the determination of the 'Public Health Director of the Putnam County Department of Health as to whether or not the failure of the system to operate was caused by the willful or negligent act of the occupant of the building utilizing the system. D d: Month �_ Day Year 20! S Signature: Title: DW N1 -1Z LeGUL47—ctor (Owner) - Signature Phi- Corporation Name (if corporation) Address: 10 SUFI�tD C&, -T�, fr-6-K Q, State N � Zip lost 6 Nli4 Corporation Name (if corporation) Address: Sftf, State Zip Form GS -97 BY THIS CERTIFICATE OF COMPLIANCE THE ..N_EWYORK ELECTRICAL INSPECTION SERVICES, INC. .. .. -" �• ,_,. .,a a...t.� -,. � . _._ +. -. . _ .. , } _ - ., t. :..,, .,. : �y., -. `:i,n.ei; a*c�= sisa -o•._ ,w .. .i � . .... 150 White Plains Road, Suite 104, Tarrytown, NY 10591 •914- 347 -4390 CERTIFIES THAT Upon the application of Upon premises owned by: C. Williams Electric - Christopher William Christopher Williams 464 S 10TH AVE 173 CANOPUS HOLLOW RD MOUNT VERNON,-NY, 10550 PUTNAM VALLEY, NY, 10579 Located At: 173 CANOPUS HOLLOW RD, PUTNAM VALLEY, NY, 10579 Application #: A14811 Certificate #: 9059 Bldg Dept: Putnam Valley Section: 61 Block: 2 Lot: 6.3 Permit #: 539 -134 A visual inspection of the electrical system at this premise described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in /on the premises at: 173 CANOPUS HOLLOW RD, PUTNAM VALLEY, NY, 10579 Outside inspected in accordance with the NYS and NFPA 70 -08 and the detail of the installation, as set forth below, was found to be in compliance therewith on the 26 Day of April, 2013. Name /Location Type Qty Rating Circuit Septic, Outside, Alarm & Pump 1 Cwirrh, Outside., A/C 1 Officer: Domenic Morabito This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. This certificate is valid for work performed before date of inspection only. 15 Monday, April 29, 2013 page 1 of 1 PUTNAM COUNTY DEPARTMENT OF HEALTH f lR° SIGN: QF- ENUJF.. .O!!AikW-TAi:4J EAlsTK- SER-WGES ;gip.:.-,::,. __._..._..._... NO _ i' WELL COMPLETION REPORT Well Location Street Address: Town /Village: Tax Map # It" , 3 Map Block 2 Lot(s� �5 Well Owner: Name: f Address: t Use of Well: 1- Primary 2- Secondary -�4 Resi ential _Public Supply Air cond /heat pump _Irrigation Business Farm Test /monitoring —Other(specify) f Industrial Institutional Standby Drilling Equipment _Rotary _Cable percussion &Compressed air percussion _Other(specify) Well Type _Screened _Open end casing Open hole in bedrock _Other Casing Details Total Length ,2Lft. Length below gradet. Diameter _in. Weight per foot 6 Iblft Materials: Y Steel Plastic Other Joints: Welded Threaded Other Seal: Cement grout Bentonite Other Drive shoe: Yes _ No Liner: _Ye No Screen Details Diameter (in) Slot Size Length (ft) Dept to Screen (ft) Develo ped? First _Yes No Hours Second Well Yield Test _Bailed _Pumped L Compressed Air Hours Yield gpm Depth Date Measure from Ian surface - static (specify ft) Dunng yie test (ft) Depth o compete well m . D Well Log If_more detailed.._. trTfolTnation descriptions or sieve analyses are available, please attach. Depth From Surface Water Bearing _ Well Diameter _ (in) _ - Formation Description _. _ - ft, - ft. Cand'Surface i It .T -' f- t If yield was tested at different depths during drilling list: Feet Gallons Per Minute Pump /Storage Tank Information ' Z` Pump Type Capacity Depth Model Voltage HP Tank Type Volume Date WellfCompteted , `:• 1Nell, Driller PCxCertlficate; i' Well* rill r Marne &Address r 1��N ''.;• : �, :, < ry w fka / / :.! r, *4 ', h r.' Y. Wel ri (er t .n . tur 9 ! sr ,g Pump`Installera amen& tl ress : $}, r i S Pum nstaller (slgnattire)r ixNS. !i �' Yw , , yr k t '.• ; NOTE: Exact Location of well with distar White copy: HD File; Yellow copy r; YML ENVIRONMENTAL SERVICES 321 Kear 'Street Yorktown Heights, N.Y. 10598 _ . (914) 245 -2800 ..._.. .. ._ .. .. - berC' -H ** TEST REPORT ** LAB #:.1.301022 CLIENT #: 63511 NON STAT PROC PAGE: 1 of 2 -------------------- ---------- ----- --- ----- . - - - -- ------------------------------------------ _-_---_--_-- _----------------------- - - - - -- WILLIAMS, CHRISTOPHER 10 SCOFIELD CT PEEKSKILL, NY 10566 DATE /TIME TAKEN: 04/01/13 09:02 DATE /TIME RECD: 04/01/13 09:45 REPORT DATE: 04/09/13 PHONE: (914)- 490 -5484 SAMPLING SITE: 173 CANOPUS HOLLOW RD, PUTNAM VALLEY,NY SAMPLE TYPE..: POTABLE WELL TANK PRESERVATIVES: HNO3 COLD BY: CHRISTOPHER WILLIAMS TEMPERATURE..: <20 >4.00 NOTES...: COLIFORM METH: MF START DATE /TIME END DATE /TIME FLAG PROCEDURE RESULT NORMAL - RANGE METHOD PUTNAM CNTY PROFILE 04/01/13 0400 04/02/13 0400 MF T. COLIFOR ABSENT /100 ML ABSENT SM 18 -20 9222B 04/03/13 LEAD (IMS) <1.0 ppb 0 -15 ppb SM 18 -19 3113B 04/02/13 0330 04/02/13 0400 NITRATE NITRO 0.29 MG /L 0 - 10 SM18- 204500NO3 04/02/13 0300 04/02/13 0330 NITRITE NITRO <0.01 MG /L 1.0 MG /L SM18- 204500NO2 04/08/13 IRON (Fe) 0.14 MG /L 0 -0.3 mg /l SM 18 -20 3111B 04/02/13 MANGANESE (Mn 0.04 MG /L 0 -0.3 mg /l SM 18 -20 3111B 04/03/13 SODIUM (Na) 3.35 MG /L N/A SM 18 -20 3111B 04/01/13 0150 04/01/13 0153 * pH 7.0 UNITS 6.5 -8.5 SM18 -20 4500HB 04/01/13 HARDNESS,TOTA 92 MG /L N/A SM 18 -20 2340C 04/02/13 ALKALINITY (A 72 MG /L N/A SM 18 -20 2320B 04/01/13 1000 04/01/13 1002 TURBIDITY (TU <1 NTU 0 -5 NTU SM 18 (2130B) COMMENTS: MFTC Coliform = This result indicates that the water (was) (was not) of a satisfactory sanitary quality according to ew York State and EPA federal drinking water standard for this parameter. This comment applies to the Total Coliform test only. Pb /Cu LEAD limits for public schools are set at 15 ppb. EPA Lead & Copper Rule for Public Systems requires that no more than 10$.of their distribution points have a LEAD value of more than 15 ppb and a COPPER value of 1.3 mg /L, else water treatment must be undertaken to reduce the waters corrosive potential. Fe /Mn If both iron and manganese are present, their total value combined shall not exceed 0.5 mg /L. IMS = IMMEDIATE METAL SAMPLE.(INTERPRETATION: WATER SAMPLED AFTER SITTING UNDISTURBED A MINIMUM OF 6 HOURS OR OVERNIGHT) NMS = NORMAL METAL SAMPLE. (INTERPRETATION: WATER SAMPLED AFTER RUNNING FOR 10 -15 MINUTES MINIMUM) A YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 .9.14 - 2 4 5 Albert H. Padovani, Director ** TEST REPORT ** LAB #: 1.301022 CLIENT #: 63511 NON STAT PROC PAGE: 2 of 2 WILLIAMS,. CHRISTOPHER 10 SCOFIELD CT PEEKSKILL, NY 10566 DATE /TIME TAKEN: 04/01/13 09':02 'DATE /TIME RECD: 04/01/13 09:45 REPORT DATE: 04/09/13 PHONE: (914)- 490 -5484 SAMPLING SITE: 173 CANOPUS HOLLOW RD, PUTNAM VALLEY,NY SAMPLE TYPE..: POTABLE : WELL TANK PRESERVATIVES: HNO3 COLD BY: CHRISTOPHER WILLIAMS TEMPERATURE..: <20 >4.00 NOTES...: COLIFORM METH: MF START DATE /TIME END DATE /TIME FLAG PROCEDURE RESULT NORMAL - RANGE METHOD Na No limits for Sodium are proscribed. Suggested guidelines state that for people on a sodium restricted diet,the water should contain no more than 20 mg /L of Sodium. For those on a moderately restricted diet, a maximum of 270 mg /L of Sodium is suggested. * pH pH SCALE IN WATER RANGES FROM 1 -14. MEASUREMENT OF pH IS ONE OF THE IMPORTANT AND FREQUENTLY USED TESTS IN WATER CHEMISTRY. WATER WITH A LOW pH MIGHT BE CORROSIVE TO METAL PIPES AND FIXTURES. THE NORMAL RANGE OF pH IS 6.5 TO 8.5. pH IS A FIELD MEASUREMENT AND IS TESTED OUTSIDE THE HOLDING TIME. - - pH REPORTED - FOR- REFERENCE ONLY-.-- Hd TOTAL HARDNESS IS DEFINED AS THE SUM OF THE CALCIUM & MAGNESIUM CONCENTRATION, BOTH EXPRESSED AS CALCIUM CARBONATE, IN MG /L. THE HARDNESS MAY RANGE FROM 0 TO HUNDREDS OF MG /L, DEPENDS ON THE SOURCE AND TREATMENT TO WHICH THE WATER HAS BEEN SUBJECTED. SOFT WATER: 0 -70 MG /L VERY HARD WATER: ABOVE 300 MG /L MODERATELY HARD WATER: 70 -140 MG /L MG /L = MILLIGRAM PER LITER HARD WATER:. 140 -300 MG /L (1 grain /gallon = 17.2 MG /L) ALK (ALKALINITY REPORTED AT pH 4.5) IMS IMS = IMMEDIATE METAL SAMPLE. (INTERPRETATION: WATER SAMPLED AFTER SITTING UNDISTURBED A MINUMUM OF 6 HOURS OR OVERNIGHT) THE ABOVE TEST PROCEDURES MEET ALL REQUIREMENTS OF NELAC, AND RELAT NLY T THESE SAMPLES RECEIVED BY THE LAB SUBMITTED BY: Albert H Pa ovani, M.T.(ASCP) Directo ELAP# 10323 ALLEN BEALS, • LD, J.D. Commissioner ofI%ahh ROBERT MORRIS, P.E. Director of EavhUmneaw Health MARYF LLF,N 0D9LL COMW ExecWve �................. _.. ... ......... � � Irv..... M. u1i••av ., c+ ... i DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New Yozk 10509 Telephone: (845) 808 -1390; Fax: (845) 278 -7921 June 4, 2013 Cronin Engineering Tim Cronin 39 Arlo Lane' Cortlandt Manor, NY 10567 Re: Field Inspection — Chris Williams Canopus Hollow Road (T) Putnam Valley, TM 61.4-6.3 Dear Mr. Cronin: The above referenced separate sewage treatment system can be backfilled. The following comment needs to be addressed. • The pump test needs to be witnessed by your company with the measurements and results submitted to the Department along with the final compliance. If you have any further questions, please contact me at (845) 808 -1390 ext. 43261. .... _. ...._... a ..._ e_ . o:.__.:. _._..,..."_ .'Sincerely, '. .. , .. ... _.,... ..___ ..� ,....._ __.....,� .. . r Gene D. Reed Environmental Health Engineering Aide h GDR:cw r u livA1viL L;U U1 'IY DEPARTMENT OF EMALT$ DMSION OF ENVIRONMENTAL HEALTH' SERVICES FINAL STPE I1vSPECnON Date: /3 Inspected by :�; Street Location C;� �s� �/�.�I/ ; _ - - 7w�ei �.`%i` 14S Town" ;te a o� i/all,�a Permit # 7>v- 00--egg ' TM # _ �� - / - Subdivision Lot # 3 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::.... ...... ......................... IL Sew. e S std a. -Septic tank size. -1,000 ....* ,250 .......other ................. b. -Septic tank installed level ........... ............................... c. 10' minunum-from foundation ........................................... d. IDiistribution Boz 1. AlY outlets at same elevation- water.tested ................. 2-. Protected below frost ........... ............................... 3. .. Nfinimum 2 ft. Original soil between box & trenches e. Yugetion Box properly set ................................ 6. Trenches 1..Length required 300 Length installed 3®z> 2. Distance to watercourse measured -�- o o Ft.......... 3. Installed according to plan- ...:.... ............. ................... 4. Slope of trench acceptable 1116 - 1./32" /foot ............. 5. loft. from property he - 20 ft.- foundations.......... 6. Depth of trench <30 inches from surface .................. 7. t Room allowed for expansion, 10.0 % ......... : .......... ..... 8.. Size of gravel 3/4 - Ilk" diameter clean ............... :..: 9. Depth of gravel intrench 12" minimum ................... _.10..Pipe ezids_ Ped... ..... .......... .......:......... ..g._ M ®fir D ®se stems 1. Size of pump chamber ................. ............................... *2. 6v. PAoW task ......................... .............. .................. . 3. Alarm, visual/ audio .......:.......... ............................... 4. Pump easily accessible, manhole to grade ........:........ 5. First bore ba$ led .......................... ............................... Cycle witnessed by H-Restimated' flow /cycle........... J L Haul a. douse located per approved plans :.. ....................:.......... b. Number ofbed rooms ....................... ............................... 1IV. �eIl� Well located as per approved plans . ......:........................ b. Distance from STS area measured -/- /o o . . ft........... .c. Casing. 18"' above grade ................ ............. ................... d. Surface drainage around well acceptable ..... : ................. V. ®ver&H Work manshio . a. Boxes properly grouted ................... ............................... b. All pipes partially backfilled ........... ............................... c. All pipes flush with inside of box ... ............................... d. BackfLU material contains stones <4" diameter .............. e. Curtain drain & standpipes installed according to plan.. f. - Curtain drain outM -protected & dinto exist watercourse g. Footing drains discharge away from STS area ............... h_ Surface water protection adequate.....-L...... .................... i. Erosion control provided ................. ............................... Rev. 12/02 '13 -05 -30 16;15 FROM- T -276 P0001/0001 F -556 PUTNAM COUNT' DEPARTMENT OF HEALTH DMSION OF ENVIRONMENTAL HEALTH SERVICES ATTENTION r JOSEPH © GENE REQUEST FOR 1~INAL INSPECTION For: rill All information must be fully completed prior to any Trenches V/ inspections being made. PV -02 -08 PCHD Construction Permit # Located: Canopus Hollow oa (T) (V) Putnam Valley Owner /Applicant Name: C ris illlams TM 61 Block 1 Lot 6.3 Formerly: Lester Rosenbaum Subdivision Name: Canopus Woods Subdivision Lot # 3 Is system fill completed? (<2' req'd) Date: Date: 05 -30 -2013 Yes _ Is system complete? Yes Is system constructed as per plans? Yes Is well drilled? Yes Is well located as per plans? Yes Are erosion control measures iri place? No I certify that the system(s), as listed, at the above and verified their completion in accordance _ ,..appzV.ved plans.and.the Standards, Rules an Date: May 30, 2013 Certified 39 Arlo Lane, Cortlandt Manor, Address: -- - _ _ -- Comments: Form FXR -99 Date; 2013 ucted and I have inspected. Construction Permit and my Department of _ . . , . .... PE V� RA # 062980 PUTNAM COUNTY DEPARTMENT OF HEALTH j1,3/.3 DIVISION OF ENVIRONMENTAL HEALTH SERVICES ,1,2- "- -" 'CONSTRUCTION PERMIT FOR SEWAGE TREATMENT SYSTEM % PERMIT Located at CM R94 ROU.o W ROAD To or Village -Pu TM.4M VAu-9;tj Subdivision name CMopos W0ops Subd. Lot # 3 Tax Map iP! Block /dLot Date Subdivision Approved 65/(x5 /2o* Renewal uF11 Revision Owner /Applicant Name ij{RISToNW k KldULA [ill WhmS Date of Previous Approval Mailing Address 1D Sulgab Covar 4 rffml(i a &VV Zip Amount of Fee Enclosed 4 25D JOIN ���•''1 Building Type ygg rte_ Lot,Area 4.o(, I No. of Bedrooms Design Flow GPD 600 Fill Section Only Depth Volume Separate Sewerage System to consist of 22.5 gallon septic tank and 300 • F. OF 4 u 4l ?EAFo24TFD 1Wc _ Tim o .%J Zy" G lwsL Rrresf5 Other Requirements: 'PyMP stISTW M tNr 'ln/KRvtJ To be constructed by T Address Water Su I : Public Supply From Address _ or:,.., . _ ..- _.:, Private -Supply. Drilled by Zi : : AAddres� _ _w .._._..._..._ �. ._ _ . r.� - I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatmentem described above will be constructed as shown on the approved amendment thereto and in accordance with the standards ns of the Putnam County Department of Health, and that on completion thereof a "Certificate of Co , , satisfactory to the Public Health Director will be submitted to the Department, and a written `Ai will be s the owner, his successors, heirs or assigns by the builder, that said builder will place in good per trig ®n i@rti anjc f said sewage treatment system during the period of two (2) years immediately folio �ng`t�' � t of the u's6 of th p oval of the Certificate of Construction Compliance of the original system or any pair er' o. L, 62986 Signed:.f''- P.E. x R.A. Date S 0 /2DI uFES Address Atvvrz. ti o$ License # 04 2.9 $b APPROVED FOR CONSTRUCTION: This 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 permit. Approved for discharge of domestic sanitary sewage only. . B P X'- Title: 117064Z Date: -5 !Vcopy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF EN. ®NMENTAL _HEALTH SERVICES LETTER OF AUTHORIZATION RE: Property of Chris Williams Located at Canopus Hollow Road TN Putnam Valley Tax Map # 61 Block X' �1 Lot 6 , 3 Subdivision of Canopus Woods ° Subdivision Lot # Filed Map # Date Filed Gentlemen: This letter is to authorize Timothy L. Cronin M P.E. a duly licensed Professional Engineer or Registered Architect 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 Depart to sign all necessary papers on my behalf in connection with this matter and to supe ' ' "tA EW tL@I ' n of said wastewater tretment and/or water supply systems in P conformity with �` cx�isioi a 145_and /or - 14..7-.:of the: Education, Law, the Public Health. . Lawi, aPonl de. ::....,_ __....... _..._. P.E., R.A., # FS 629$0 F� `� O FESSIONPN' Mailing Address Cronin Engineering P.E., P.C. 39 Arlo ]Lane, Cortlandt Manor State New fork Telephone: (914) 736 -3664 Zip 10567 Very yours, Signed: } wner of periy) F[Q Mailing Address: Christopher Williams 10 Scofield Court, Peekskill, State New Fork Zip 10567 Telephone: Form LA -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL ECEALTH SERVICES FINAL SITE LNSPECTIOlV I q I Inspected Date: ect ed by: D L Str eetL ca on..�A�o �� _ -- -. -.... _ ... =:0 - _." 'Towne.. - �nN - permit TM # .3 Subdivision Lot # [a•o�N c s 1. Sewage System Area a. STS area located as per approved plans ........................... h. 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 ...... ............................... II. Sewage Svstem a. Septic tank size- 1,000 ... ...... 1, 250 ......... other ................ b. 'Septic'tank installed level ................................................ c. 10' minimum from foundation .......... ............................... d. Distribution Box 1. All outlets at same elevation- water.tested .................. Z. Protected below frost .............. ............................... 3. .. Nfinimum 2 ft. Original soil between box & trenches e. Junction Box properly set .......... ............................:.. 6. Trenches 1..L ngih required `f 00' Length installed L�(20 2. Distance to watercourse measured Ft.......... 3. Installed according to plan ......... ............................... 4, Slope of trench acceptable 1116 - 1/32" /foot.............. 5. 10 ft. from property line - 2.0 ft.- foundations.......... 6. , Depth of trench <30 inches from surface .................. 7. Room allowed for expansion, 100% ......................... 8. Size of gravel 3/4 - 1' /2° diameter clean .................... 9. Depth of gravel in trench 12" minimum ............. ........ 10... Pipe ends.,capped::..... .._ . ... ..... ._ . .. -g° Pump- or-Dosed-Sys ems 1. Size of pump chamber .................. ..................:............ 2. Overflow tank .......................... ............................... 3. Alarm, visual/ audio ........ :.......................................... 4. Pump easily accessible, manhole to grade........ :........ 5. First box baffled .......................................................... 6' Cycle witnessed by HD.estimated flow /cycle........... III. House/Buildima a. douse located per approved plans ... ....................:.......... b. Number of be ....................... ............................... 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........... I ...................... d. BackSll material contains stones <4" diameter .............. e. Curtain drain & standpipes installed according to plan.. f. Curtain drain outfall protected & Ento exist watercourse g. Footing drains discharge away from STS area ............... h. Surface water protection adequate.... .... ... ......................... i. Erosion control provided ................. ............................... Rev. 12/02 ' ATT ENTION "' ©GENE. ='f-MST FQR F. A� . ` 9P -110,N For: Pill .. �. All irfbnu tion roust ba fully compieted prier to any .Trenches inspections being rmcle. PV- 02 -0.6 PCIRD Construction Permit # ;, Canopus Hollow Fob'°°" Putnam Valley lxcant Name: ,' IIlaar►Is Foi�a:ierly. ester_ftsanbaum. �.. TM 61 Block X at 6.3 Subdivision Name: Canopus Woods Subdivision Lot # 3 Ys sS�;a fill completed? ( <2' req'd) Date, Ys 'sy }teii cumpiete? Yes _.�. � Date : `04 -16 -2013 Is sy,AOM constnxted as per plan:? (�ae big low)___ Ts wvE:Il drilled`? Yes Date :. 2013" .� __.�... Ys`well located as per.plans? Axo erosion control measures in t "a" N0 I c�BIify'thatthe sy'st-;ir,t (s), as Iistc4 , at the above premises I And verified their completion. ir,;. accordawe' with the ..._....:: . -- apPr Oved plans and the Standards, Rules anti Regul ' jD te; ''Apr'il '17, 2013 Certifscd. by d and i here inspected ction Penn it and `rIv Department of De�� g3�` feLionayl,�/� 39 Arlo Lane,. Coillandt Manor, IVY 1056 y °, F 980 lit dross: U r ^' Comments: tank lod.ations.shall be verified - dopth of fields shall be verified affter backfilling DEWSIO N OF IEIVWRONMEIv TAL HEALTH SERVICES ICON` S'I RUC)1') ON PEII8M11T IF ®118 SEWAGE TREATMENT S PERMIT # mzfg Located at C NO; S i'i ,,,o r�p�k'D Town or Village a4m"'" I%rr CQ5J�� Subdivision name CA0 Ji 08 WOL)I .S Subd. Lot # 3 Tax Map _(�L Block J Lot C✓ ` Date Subdivision Approved d-S /C 5 Renewal W1 Revision --r- , Owner /Applicant Name CHRISro -We, c 11,, ue A Lu2wjAM6 Date of Previous Approval VM Azoio Mailing Address jfj 5LjElFGD Uu &-t , 'PEE1j5tj1i L rJEW YAK Zip o5k(o Amount of Fee Enclosed t 50o Building Type rlr& Lot Area No. of Bedrooms q Design Flow GPD &C) Fill Section Only Depth Volume PCHIID NOTIFICATION IS REOUIIREIID WHEN FILL IS COMPLETED Separate Sewerage System to consist of J Z5O gallon septic tank and q00 L. p Other Requirements: -?Q; PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL please print or type PCHD Permit # �" ^� Well Location: Street Address: Roown illage Tax Grid # CAkizav;, Pia h;7 "Pyranm Jam" Map 61 Block eZ. Lot(s) Well Owner: Name: Address: la sLo ri t?i;p C; ur�T CqP,.%% W;l,, AMA N11 lor•c u 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 . gpm # People Served Est. of Daily Usage gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling New Supply (new dwelling) Deepen Existing Well Detailed Reason N r/ VJ f:5 %D'Nte. UJ ,k't �Jp P for Drilling Well Type X Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No X Is well located in a realty subdivision? ...................................... ............................... Yes X. No Name of subdivision CANO 5 W Ji)DS Lot No. 3 Water Well Contractor: --f � D Address: ---� Is Public Water Supply available to site? .................. ................ ..............................I Yes No 5_ Name of Public Water Supply: N /A Town/Village N�i4 Distance to property from nearest water main: N FA Proposed well location & sources of contami t tLbeprovided on separate sheet/plan. Date: o- .0'2 �-2-- .- -=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. '0�% ---I Date of Issue Permitissul,rigoffici ! -jig Date of Expiration Title: -r Permit is Non White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 REBECCA MERG, RN, BSN P011c Health Direvor Director ofEnviromneWd Health DEPARTMENT OF HEALTH I Greneva Road, Brewsta, New York 10509 Phone # (845) 808-1390 - Pax # (845) 278-7921 March 5, 2012 : Cronin Engineering James W. Teed- 39 Arlo Lane. Cortlandt Manor, NY 10567 Re: Proposed SSTS - Williams Canopus Hollow Road (T) Putnam Valley, TM 61-1-6.3 Dear Mr. Teed: MARYELLENODELL CO1WyE==we 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. 1. Please provide the renewal site note. 2. Please provide the USDA soil types. 3.. Please remow-thejunction. box details. -4." The recreation room is a potential bedroom: ' This office will continue its review upon consideration of the above-mentioned comments. Please feel free to contact me at (845) 808-1390 ext. 43157 if any questions arise. . Sincerely, 0 sephS. Paravati, Jr., PE i Asss stu sistant Public Health Engineer JSP: cw . PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION. OF ENVIRONMENTAL HEALTH SERVICES LETTER OF AUTHORIZATION RE' Property of Chris Williams Located at Canopus Hollow Road IDV Putnam valley Tax Map # 61 Block X Lot 661 Subdivision of Canopus Woods • Subdivision Lot # 6.3 Filed Map # 3 02-2- Date Filed 05 05 2006 Gentlemen: This letter is to authorize Timothy L. Cronin III, P.E. a duly licensed Professional Engineer ✓ or Registered Architect to apply for the required wastewater treatment and/or water supply permit(s) to serve the above -noted property in accordance with the stan O§,. rules or regulations as promulgated by the Public Health Director of the Putnam County HeaAl be w` o o sign all necessary papers on my behalf in connection with this matter and to su 'on of said wastewater tretment and/or water supply systems in conformity wi oisic' . �'cle 145 and/or 147 of the Education Law, the Public Health Law, and -the "fit _p - 1Y � r � �� � Very trul o rs, Countersigned: Signed: P.E., R.A., # 0629 (Owner of Property) Mailing Address Cronin Engineering P.E., P.C. Mailing Address: 39 Arlo Lane, Cortlandt Manor 1-J 'CX'4Y1Eu9 coja7 .F'r6KG9 U,L State New York Zip 10567 State Zip J-0 56L Telephone: (914) 736 -3664 Telephone: Form LA -97 cc: etc Lm - 'ubmltted, Jame" Teed, Jr. R e t Engineer File- Paravati -PCHD- Williams- Canopus.Wood §- Lot 3 -SSTS Submittal- JT- 20120307.doc RONIN ENGINEERING, PE, PC ' The Lindy Building, Suite 200, 2 John Walsh Boulevard, Peekskill, New York 10566 Tel.: 914 - 736 -3664 C Fax: 914 - 736 -3693 March 9, 2010 Mr. Joseph Paravati Assistant Public Health Engineer Putnam County Health Department 1 Geneva Road Brewster, New York 10509 Re: Lester Rosenbaum Canopus Woods SSTS Construction Permit Renewal Canopus Hollow Road Town of Putnam Valley, New York Section: 61, Block: 1, Lot. 6.3 Former PCDH Permit#: PV -02 -08 Dear Mr. Paravati, Please find enclosed the following regarding an application for a Subsurface Sewage Treatment Construction Permit Renewal at the above referenced lot: 1. One (1) Letter of Authorization,-authorizing Cronin Engineering P.E., P.C. to apply fora •- a- .-- construction-permitait he abovereferencedlot. - 2. One (1) Certified check for $500 made payable to the Putnam County Health Department on behalf of the above referenced application 3. Four (4) Subsurface Sewage Treatment System Construction Permit Plans for the above referenced lot. 4. Four (4) Subsurface Sewage Treatment System Construction Permit Applications for the above referenced lot. 5. Four (4) Applications to Construct a Water Well at the above reference lot. Should you have any questions or require additional information, please do not hesitate in contacting me at the number above. Respec d, James W. Teed, Jr. Project Designer cc: Owner- Lester Rosenbaum File- Paravati-PCHD- Rosenbaum - Canopus Woods- Lot 3 -SSTS Submittal- JT- 20100309.doe RONIN ENGINEERING, PE, PC The Lindy Building, Suite 200, 2 John Walsh Boulevard, Peekskill New-York 10566:•.,•.,_ ' -4 =. TeT:=914- 736 = 3664 °• :Fi&t 9l`4= 736=3693 April 9, 2008 Mr. Joseph Paravati Assistant Public Health Engineer Putnam County Health Department 1 Geneva Road Brewster, New York 10509 Re: Lester Rosenbaum Canopus Woods SSTS Construction Pennit Canopus Hollow Road Town of Putnam Valley, New York Section: 61, Block: 2, Lot. 6.3 Dear Mr. Paravati, Per your comment letter dated March 3, 2008 and our subsequent meetings and telephone conversations, please find enclosed the following regarding an application for a Subsurface Sewage Treatment Construction Permit Renewal at the above referenced lot: 1. Four (4) Revised Subsurface Sewage Treatment System Construction Permit Plans for the above referenced lot. _ Shouki_.you. have_agy questions or. require additional information; please danot hesitate in contacirtg Me -at the-number above: �_� _.. . Respe Submitted, .. Z_. es W. Teed, Jr. Project Engineer cc: Owner- Lester Rosenbaum File- Paravati-PCHD- Rosenbaum- Canopus Woods- Lot 3-SSTS SubmittaWT- 20080409.doc SHERLI'TA AMLER, MD, MS, FAAP Commissioner of Health -. �. Y.ORF'TT "x A0L1KAR1; _>M, MSN-: Associate Commissioner of Health April 9, 2008 James W. Teed DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 Cronin Engineering The Lindy Building, Suite 200 2 John Walsh Blvd. Peekskill, NY 10566 Re: Dear Mr. Teed: R®HER'T I BONDI County Executive RT 10 Wk*1S, Director of Environmental Health Proposed SSTS — Rosenbaum Canopus Hollow Road M Putnam Valley, TM# 61. -2 -6.3 This office has received and reviewed the most recent set of:plans fox the above - mentioned We would like'to offer -tlie following comments for your review and consideration. 1. The required amount of fill is not being provided over the SSTS area. 2. Fill note # 3 should note 18" required depth, not 24 ". This office will continue its review upon consideration of the above - mentioned comments. Please feel free to contact me at est. 2157 if any questions arise. JSP /kly d oseptruly yours, h S. Paravati, Jr.' Assistant Public Health Engineer Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648 RONIN ENGINEERING, PE, PC The Lindy Building, Suite 200, 2 John Walsh Boulevard, Peekskill, New York 10566..,..., .!!,- _7,36 -3664 ,I FRx 914- 736 - 3693 April 7, 2008 Mr. Joseph Paravati Assistant Public Health Engineer Putnam County Health Department 1 Geneva Road Brewster, New York 10509 Re: Lester Rosenbaum Canopus Woods SSTS Construction Permit Canopus Hollow Road Town of Putnam Valley, New York Section: 61, Block: 2, Lot: 6.3 Dear Mr. Paravati, Per your comment letter dated May 3, 2008 and our subsequent meetings and telephone conversations, please find enclosed the following regarding an application for a Subsurface Sewage Treatment Construction Permit Renewal at the above referenced lot: 1. Four (4) Revised Subsurface Sewage Treatment System Construction Permit Plans for the above referenced lot. Should you have any questions or require additional informationr.please do not hesitate in- contacting me at:the_numbPr.above:. .. _... ._....._... _ Respectf ubmi`tted, es W. Teed, Jr. Project Engineer cc: Owner- Lester Rosenbaum File- Paravati-PCHD- Rosenbaum- Canopus Woods- Lot 3-SSTS SubmittaWT- 20080407.doc .,P Y' SHERLITA AML.ER, MD, MS, FAAP Commissioner of Health LORE'I I'A MOLINARI, RN, MSN - � ` Associbfe Cotriniissro�er of Health' ' ' -- March 3, 2008 DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 James W. Teed Cronin Engineering The Lindy Building, Suite 200 2 John Walsh Blvd. Peekskill, NY 10566 Dear Mr. Teed: ROBERT J. HONDI County Executive PE Director of Environmental Health Re: Proposed SSTS — Rosenbaum Canopus Hollow Road (T) Putnam Valley, TM # 61. -2 -6.3 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. 1. The tax map number shown on the plan appears incorrect. The tax map number by should be 61.- 2 -6.3. This correction has been made on the submitted paperwork. v PP Yt L Please correct the plans. The note pertaining to the pump chamber references a future siphon chamber, please _ nrify the ped £ol; n si hnn rK5fmF P`r- Please provide a minimum label of six feet on center for the SSTS laterals in the plan view. 4. It appears the North arrow shown is pointing in the wrong direction in accordance with the approved subdivision plat. Proposed contours in the SSTS area do not connect to existing. Please label the proposed contours. T. In the additional notes, regarding note one, it should read "for the house, well and SSTS ". The SSTS profile notes 13% expansion. This should read 100% expansion. Please be advised that SDR -35 is not required in the SSTS trenches. 10. The following corrections need to be made to the absorption trench detail. a. 6" of gravel below perforated pipe Vb. 4" is required from bottom of trench to ground water. e/c. untreated building paper or hay is no longer accepted by this Department. Please note geotextile filter fabric / d. the absorption trenches are to be laid level for dosing �! 11. Please provide the PCHD required fill notes 1 -5 from Appendix C of Bulletin ST -19. Environmental Health (845) 278 -6130 Fax (845) 278 -7921 L Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 r o, Nursing Home Care Fax (845) 278 -6085 Early Intervention/Preschool (845) 278 -6014 Fax (845) 278 -6648 12. �14. e/15. 16. The junction boxes are to be replaced with a distribution box or the junction boxes are to be connected to a distribution box so that equal distribution is provided. If the / junction boxes are to remain, please note that the pipes between the junction boxes are lo-'be •Stik -35 The label for the total length of trenches in the plan and profile view notes 500 LF, only 400 LF are being provided. The dose elevations shown in the pump chamber detail are incorrect. The design flow is 200 gallons per bedroom and a total of 800 gallons per day. The construction permit notes 500 LF of trenches. Only 400 LF are being provided. This office will continue its review upon consideration of the above - mentioned comments. Please feel free to contact me at est. 2157 if any questions arise. Very truly yours oseph S. Paravati, Jr. Assistant Public Health Engineer JSP /kly SHERILITA AMUR, MD, ISIS, LFAAP Commissioner of Health LORETI'A MOLINARI, RN, MSN Associate Commissioner of Health March 3, 2008 James W. Teed DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 Cronin Engineering The Lindy Building, Suite 200 2 John Walsh Blvd. Peekskill, NY 10566 Dear Mr. Teed: R®HERT J. R ®NDI County Executive ROBERT MORRIS, PE Director of Environmental Health Re: Proposed SSTS — Rosenbaum Canopus Hollow Road (T) Putnam Valley, TM # 61. -2 -6.3 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. 1. The tax map number shown on the plan appears incorrect. The tax map number should be 61.- 2 -6.3. This correction has been made on the submitted paperwork. Please correct the plans. .... . -:.,._ 2..- .._- ...T-he iote-peitain>ng-to-thlepamY chamber•references -a: future -siphon,chamber; pleas € -..-- -. - -. clarify the need for a siphon chamber. 3. Please provide a minimum label of six feet on center for the SSTS laterals in the plan view. 4. It appears the North arrow shown is pointing in the wrong direction in accordance with the approved subdivision plat. 5. Proposed contours in the SSTS area do not connect to existing. 6. Please label the proposed contours. 7. In the additional notes, regarding note one, it should read "for the house, well and SSTS ". 8. The SSTS profile notes 13% expansion. This should read 100% expansion. 9. Please be advised that SDR -35 is not required in the SSTS trenches. 10. The following corrections need to be made to the absorption trench detail. a. 6" of gravel below perforated pipe b. 4" is required from bottom of trench to ground water. c. untreated building paper or hay is no longer accepted by this Department. Please note geotextile filter fabric d. the absorption trenches are to be laid level for dosing 11. Please provide the PCHD required fill notes 1 -5 from Appendix C of Bulletin ST -19. Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648 J s 12. The junction boxes are to be replaced with a distribution box or the junction boxes are to be connected to a distribution box so that equal distribution is provided. If the uncti6n�boxes are fo ieinairi lease' iote`tha the "i es between the 'unction boxes are to be SDR -35. 13. The label for the total length of trenches in the plan and profile view notes 500 LF, only 400 LF are being provided. 14. The dose elevations shown in the pump chamber detail are incorrect. 15. The design flow is 200 gallons per bedroom and a total of 800 gallons per day. 16. The construction permit notes 500 LF of trenches. Only 400 LF are being provided. This office will continue its review upon consideration of the above - mentioned comments. Please feel free to contact me at est. 2157 if any questions arise. JSP/kly Very truly yours oseph S..Paravati, Jr. Assistant Public Health Engineer BONN N IENGMIEIEIf ING, PE, PC The Lindy Building, Suite 200, 2 John Walsh Boulevard, Peekskill, New York 10566 Tc1:: -914 -736- 3664 > -i Fa 9. 4�= 736'= 3693. ... ; .. 1 = January 18, 2008 Mr. Joseph Paravati Assistant Public Health Engineer Putnam County Health Department 1 Geneva Road Brewster, New York 10509 Re: Lester Rosenbaum Canopus Woods SSTS Construction Permit Canopus Hollow Road Town of Pidnam Valley, New York Section: 61, Bloch: 1, Lot: 6, Sublot: 6.3 Dear Mr. Paravati, . Please find enclosed the following regarding an application for a Subsurface Sewage Treatment Construction Permit Renewal at the above referenced lot: 1. One (1) Letter of Authorization authorizing Cronin Engineering P.E., P.C. to apply for a construction permit at the above referenced lot. 2. One (1) Certified check for $500 made payable to the Putnam County Health Department on behalf of the above referenced application 3. Four (4) Subsurface Sewage Treatment System Construction Permit Plans for the above referenced lot.., _m _._._ ..... 4:- 'Fo6r K'566§0 sewage Treafinent System Construction Permit Applications for the above referenced lot. 5. Four (4) Applications to Construct a Water Well at the above reference lot. 6. One (1) Application for Approval of Plans for a Wastewater Treatment System 7. One (1) Short Environmental Assessment Form 8. One (1) Design Data Sheet 9. Two (2) Sets of House Plans Should you have any questions or require additional information, please do not hesitate in contacting me at the number above. Respectfully Submitted, Jame Teed, Jr. sect Engineer cc: Owner- Lester Rosenbaum File- Paravati-PCHD- Rosenbaum- Canopus Woods- Lot 3-SSTS SubmittaWT 20080118.doc PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVIC IS �'1 �T TD �7/`1�! �j �j (� +y� � �) /� ��Qr ��yy��y �■rRM� r . � �� w... x»._;. nvv .cti.si.- v:rr...rn�C��VS'�$�i7 �i'�'� ®NPi:/��'F ®1�V�WL'S�� 11U%A'i 1�liJ1 \11►71 A711J�n., � • PERMT # Located at Ct414 bus K DLWW f d4D own r Village P rpi" Subdivision name C&&VS (4000S Subd. Lot # Tax Map _ lock X )—Lot �p.3 Date Subdivision Approved 5jo 5/z,00& Renewal Revision Owner /Applicant Name L-CS't -CP RASW 94LM Date of Previous Approval Mailing Address f- Dt 211, YOIZf<TAv d f 644tfTS � X1/1f Zip 1.059 Amount of Fee Enclosed $ Soo Building Type slALE A%sAi Lot Areal Fill Section Only No. of Bedrooms I Design Flow GPD 200 Depth Volume Separate Sewerage System to consist of 1.250 gallon septic tank and Y60 1•F dF ?VG- PIPIT 21" 4*AWrr . Z'rt�cm.. Other Requirements: T o fMP -r room To be constructed by Address Water Sum& Public Supply From Address Private _Supply. Drilled by T� $ .D . _ .___ -_ . Addy °ess._.. -... .. I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate smW treatment system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Can iai�"e,�`� atisfactory to the Public Health Director will be submitted to the Department, and a written guarantee Wi) �b�el rnishe��e er, his successors, heirs or assigns by the builder, that said builder will place in good operating,01V 't' `any pal �o sai +,,sewage treatment system during the period of two (2) years immediately following the date of tl is ceg( pr o�the Certificate of Construction Compliance of the original system or any re ors Thereto. Signed: Address 2 �x w W ?. X R.A. Date b 3 LO 1O ,V License # b�Z9R 0 APPROVED FOR CONSTRUCTION: This 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 wit. Approved for discharge of domestic sanitary sewage only. eitopy Title:' Date: f� - HD File; Yellow copy - Bu ing Inspector; Pink copy - Owner; Orange copy - Design Professional Form CP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES r'` .ti �:- APPLICATION -TO CONSTRUCT---A LATER- EtL': -' please print or type 107 HDrPermit#�����`,�„-fP� Well Location .xuA Street Address: JlSwn illage: Tax Map # ntb- tl -D iu Map Blocd Lot(s) ,g,3 Well Owner: Name: Address: Pho a #: R®, 2 oW(Towa d� :Jos 8—J, � B Wo of Well: Residential _Public Supply Air /cond /heat pump _Irrigation 1Use 1-Primary Business Farm Test/monitoring —Other(specify) 2- Secondary Industrial Institutional Standby Amount of Use Yield Sought___&_gpm # People Served Est. of Daily usage gal. Replace Existing Supply Test/Observation Additional Supply VNew Reason for Drilling Supply (new dwelling) Deepen Existing Well Detailed Reason -02 for Drilling Well T pe Drilled Driven Gravel Other Is well site subject to flooding? ....................................................... ............................... Yes o Is well located in a realty subdivision? ........................................... ............................... Yes �o Name of subdivision 4+JoPtA LVoo o,3 Lot N o. Water Well Contractor: TSD Address: Is Public Water Supply available on site? ....................................... ............................... Yes No _ Name of Public Water Supply: Town/Village WA- Distance to property from nearest water main: Proposed well location & sources of contamination to be ov' ed on se arate sheet/plan. Date: O %.®t'D 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 Departmel 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 Commissioner of Health. Any revision or alteration of the approved plan requires a new permit. Well to be constructed by a water well driller certified by Putnam 99unty. Date of Issue l //-.c> Permit Issuing Off ial:��� Date of Expiration Title: Permit is Non - Transferable White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 Rev. 3/06 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES _ LETTER OF Ai1THORI A�T�ON.. _ >.0 ^vim „� as •-f;.� Y... s --. �-. z•C^- •1.��.s•...,r ..7..�i .z.. �x..'asurt *'�aT_a:h T .+i. r-a - .uau�� . —...a2 fir. .Y.. � �..�.i. �- -n.l.r ..7.� zn .-i'� O'..Ca.N'. �iT•7.0 'YV•w,. RE: Property of L6 S-f 6 2 'has E4ftm Located at C00 M K OUXO' R06D Rv N-rio m Vft, ,E,,, Tax Map # Subdivision of CII-A,OPM Wbtjp S Subdivision Lot # 3 Gentlemen: �01. Block 1 Lot , 3 Filed Map # XM Date Filed 05 05 /Zut7 This letter is to authorize �►"'t d ? U C G2oN (1J a duly licensed Professional Engineer V "or Registered Architect 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 Department, aricc all necessary papers on my behalf in connection with this matter and to supervise the c % aid wastewater treatment and/or water supply systems in conformity with thq,prq isions of ek I and/or 147 of the Education Law, the Public Health Law, and th ut ' ty . ” " "Y Ca e. lCl S 62980 Cou ersigned: �O P� OFESSk d E. R.A., # 0 6 2? 9 - Very truly you , Signed: (Owner of Propemi) Mailing Address (J&NIN F 4INKattA &C4 c., Mailing Address Z JOKN bygvsh Uub4 Pw[Z&V Jw State AI � Zip 10E46 Telephone: ((1) -m- &4 y PC 01 /3V 217- �c>IZG��N ���4hT5 State ',% Zip 0 59 8 Telephone: `� ��/� 90 — � q 00 Form LA -97 4 S 01 ell 'ION - P- ERM1T- .- F0R,SEWAGE.YRE&T ENTI:SYSTEM....:....:- P ERIMiil<T # . PV 0 Located at OPTS Heuo ! Amp Subdivision name JOfUS WO &AS Subd. Lot # Date Subdivision Approved EiHlDr Village Py -mm 14U-Ey Tax Map Block 1. Lot �o Renewal Revision Owner /Applicant Name Date of Previous Approval <; w ; . Allailing Address ®, 5)X 21f V09X718Wd8614 tfrs,, AIV Zip 05 99 Amount of Fee Enclosed 4500 Building Type S Lot Area Fill Section OnRy No. of Bedrooms A— Design Flow GPDJLOO Depth Volume Sejgaja/te Sewerage System to consist of J-210 gallon septic tank and 400 L.F-a_ OF ftl- fba4-i9V ftc P , I! & erJ Z41" 4&WEL `r Other Requirements: rumf ��Rq To be constructed by To Do Address Wzter Sena D1y-. Public Supply From Address or: Private Supply Drilled by_ _ . Y ° o�o Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the ssQarate sewage treatment system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regu„ons of the Putnam County Department of Health, and that on completion thereof a "Certificate of Constructi ,n- ogo"—li tisfactory to the Public Health Director will be submitted to the Department, and a written guarani q.`�v' e, �lsl�ed t owner, his successors, heirs or assigns by the builder, that said builder will place in good operating c, fidition an p4& 'd sewage treatment system during the period of two (2) years immediately following ate Of tlje <sueafhe a pov of the Certificate of Construction Compliance of the original system or any rep eret s Signed: P.E. (K R.A. Date Address Jomd IWft f �' ejy License # ��`' �® APPROVED FOR CONSTRUCTION: This 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 permit. Approved for discharge of domestic sanitary sewage only. Title: Date: copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL _ please tint or -. .. - -• -- _ _- .. ermit #-p - - P._. ty PCHD P Well Location: Street Address: illage Tax Grid # eA?J0 P0 5 96ugy Pu-cN V Map 61– Block 1. Lot(s) 3 Well Owner: Name: Address: Cl F7,J8ftVM P.O, Bax KF�i4Krs A/ 40571 Use of Well: 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 S gpm # People Served q_ Est. of Daily Usage Y60 gal. Reason for eplace Existing Supply Test/Observation Additional Supply Drilling New Supply (new dwelling) Deepen Existing Well Detailed Reason f4rw RrzSiowm W' 'rlik for Drilling Well Type Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes —,e- No Is well located in a realty subdivision? ...................................... ............................... Yes V No Name of subdivision CqN� tl S yyaDD S Lot No. -4-S Water Well Contractor: T$n Address: Is Public Water Supply available to site? .................................. ............................... Yes No Name of Public Water Supply: tJIA Town/Village N /,4 Distance to property from nearest water main: Proposed well location & sources of contamin 'on t vided on separate sheet/plan. Date: 1 i,(, zpu'8 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. Date of Issue 17 Permit Issuing Offici Date of Expiration % L J a Title: S Permit is Non- Transfe rab e White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 LETTER OF AUTHORIZATION RE: Property of Fester Rosenbaum Located at Canopus Hollow Road RVPutnam Valley Tax Map # 61 Block 0 d2 Lot 6 - 3 Subdivision of Canopus Woods ° n Subdivision Lot # Filed Map # ;3u Date Filed Je 2U� Gentlemen: This letter is to authorize 'Timothy L. Cronin III, P.E. a duly licensed Professional Engineer I c/ I or Registered Architect 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 Departure Q sign all necessary papers on my behalf in connection with this matter and to supervi� �t°n;of said wastewater tretment and/or water supply systems in conformity with t dns` 6f is '45 and/or 147 of the Education Law, the Public Health .Law,. -and the.Pu unt�� o Countersigned: P.E., R.A., # 062980 Mailing Address Cronin Engineering P.E., P.C. 2 John Walsh Boulevard, Peekskill State New York Zip 10566 Very truly yours, Signed: (Owner of Property) Mailing Address: P.O. Box 217 Yorktown Heights State New York Telephone: (914) 736 -3664 Telephone: (914) 962 -4400 Zip 10598 Form LA -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION FOR APPROVAL OF PLANS FOR A WASTEWATER TREATMENT SYSTEM 1. Name and address of applicant: Lester Rosenbaum P.O. Box 217 Yorktown Heights, New York 10598 2. Name of Project: Canopus Woods- sublot 3 3. Location: TN: Putnam Valley 4. Design Professional: Timothy L. Cronin III 5. Address:2 John Walsh Blvd., Peekskill, NY 6. Drainage Basin: Hudson River 7. Type of Project: ✓ 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) ? .............. Yes/No No Type Status (check one) ...................................... ............................... Type I Exempt Type II Unlisted ✓ 9. Is a Draft Environmental Impact Statement (DEIS) required ? .................... Yes/No No 10. Has DEIS been completed and found acceptable by Lead Agency ? ............. Yes/No N/A 11 12 14. 15. 16. 17. 18. 19. 20. 21. 22. 24. 25. 26. Name of Lead Agency Putnam Valley Planning Board Is this project in an area under the control of local planning, zoning, or other officials, ordinances? ............................................................. ............................... Yes/No Yes -If so;; -hive plans been submitted to such authorities? ....................................... Yes/No Yes Has preliminary approval been granted by such authorities? Yes Date granted: 05/02/2005 Type of sewage treatment system discharge ........................ surface water ✓ groundwater If surface water discharge, what is the stream class designation? .......................... N/A Waters index number (surface) N/A Is project located near a public water supply system? . ............................... Yes/No No If yes, name of water supply Not Applicable Distance to water supply N/A Is project site near a public sewage collection or treatment system? .......... Yes/No No Name of sewage system Not Applicable Distance to sewage system N/A Date test holes observed 05130/2002 23. Name of Health Inspector Gene Reed Project design flow (gallons per day) ,,,,,,,,,,,,,,,,,,,,,V GPD (_ GPD /BR) q M Is State Pollutant Discharge Elimination system (SPDES) Permit required? ... Yes/No No Has SPDES Application been submitted to local DEC office. Yes/No N/A Rev. 11/02 Form PC -97 Pg. 1 of 2 27. Is any portion of this project located within a designated Town or State wetland ?... Yes/No No 28. Wetlands ID numberr ..... ............ ........... ............................... N/A 29. Is Wetlands Permit required? ...................................... ............................... Yes/No No Has application been made to Town or Local DEC ........................... Yes/No N/A 30. Does project require a DEC Stream Disturbance Permit. Yes/No 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, 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 other potentially known source of contamination. Yes/No No DESCRIBE: 33. Is there a local master plan on file with the Town or Village? .........................Yes/No Yes 34. Are community water and /or sewer facilities planned to be developed within 15 years in or adjacent to project site? .................................. .........................Yes/No Yes 35. Are any sewage treatment areas in excess of 15% slope? .............................. Yes/No No 36. Tax Map ID Number .............. ............................... Map 61 Block 2 Lot 6 9odur Coo 3 37. Approved plans are to be returned to ................ Applicant Design Professional NOTE: All applications for review and approval of a new SSTS to be located within the NYC Watershed shall 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. If the application is signed by a person other than the applicant shown in Item 1, the application must be accompanied by a Letter of Authorization (Form LA -97). Failure to comply with this provision may be grounds for the rejection of any submission. I hereby affirm, under penalty of perjuty, that information provided on this form is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. SIGNATU ES & OFFICiAL TITLES: Letter Rosenbaum Mailing Address: ........................... P.O. Box 217 Yorktown Heights, New York 10598 Form PC -97 1 U 11 L.V Ulr 1 Y jjhrA.KI lvlEINT OY HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner - Address l Rokfl =>JVC blKb�v ley .Located at (Street) (1Aw u S tf_V" .) (LOAD Tax Map (, ( Block' Z Lot Cam, 3 � (indicate nearest cross street) Municipality (1) 9:�rPAM V Drainage Basin WpSO�J h—kVtM YD2ate SOIL PERCOLATION TEST DATA of Pre - soaking OCR -13.OZ, Date of Percolation Test GG -tt - o Z Hole No. Run No. Time Start - Stop Ela se Time �illin.) De Water rom th to Ground Surface (Inches) Start Stop Water Level Drop In Inches Percolation Rate MinfInch 4A 1 °b—(t2 (2 SCI -2iZ 3 ` 4 &I L^ 6z, 3 s 4 1 4 1 NOTES: 1. Tests 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, <_ 2 min for 31 -50 min/inch) All data to be - subrn_trted. €or• .._ .. 2. Depth measurements to be made from top of hole. - - -- - Form DD -97 V/ TEST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES DEPTH HOLE N0. HOLE NO. C1 HOLE NO. ) D G.L: Cott -P ��c. �uP ALL. 0.5' 1.0' L.T. 13 Lc.N ,-r gap Su � (.T IMN %L-N 1.5' 1j�0y LVAM LOA SAtJ® lm� 2.0' 2.5' D n GLAVe 3.5' G Vw 6 0W6 1a� sr� cowc Ali 0 i 4.5' 5.0' 5.5' 6" « 6.0' for a� 7- 6.5' l�G� 7.0' 7.5' 8.0' 8.5' 9.5' 10.0' Indicate level at which groundwater is encountered f`ioNtr exvpTengp Indicate level at which mottling is observed Indicate level to which water level rises after being encountered Deep hole observations made by: GgomA) ex4j Aja�ib u4 J ?G D H Date 05773p . o Z <Qesign Professional Name: :13m M14,4 L_ liZON W 1- l.., . Design Professional's Seal - - 617.20 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSM-EW FORM For UNLISTED ACTIONS Only PART I - PROJECT INFORMATION 1To be comnleted by Annlicant or Proiect Snnnsnrl 1. APPLICANT /SPONSOR 2. PROJECT NAME Lester Rosenbaum Canopus Woods 3. PROJECT LOCATION: Municipality Putnam Valley County Putnam County 4. PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc., or provide map) Canopus Woods Road. Between Canopus Hill Road & Bell Hollow Road Intersections with Canopus Woods Road on the West Side of Canopus Hollow Road. 5. PROPOSED ACTION IS: ❑] New [] Expansion El Modification /alteration 6. DESCRIBE PROJECT BRIEFLY: This project is a recently approved subdivision lot by the Town of Putnam Valley and the Putnam County Health Department. An application is being made for Putnam County Health Department approval of a Subsurface Sewage Treatment System & Water Well for the individual lot in question. 7. AMOUNT OF LAND AFFECTED: Initially 7.061 acres Ultimately 7.061 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? 0 Yes ❑ No If No, describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? ❑✓ Residential Industrial Commercial Fl Agriculture Park/ForesUOpen Space Other Describe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR LOCAL)? 0 Yes No If Yes, list agency(s) name and permittapprovals: Putnam County Health Department Town of Putnam Valley- Planning Board Approval 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ZYes R No If Yes, list agency(s) name and permit/approvals: 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT /APPROVAL REQUIRE MODIFICATION? E] Yes Z No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Te Applicant/sponsor name: J ed, Jr. Date: �— Signature: 4' i If the a Ion is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 PART II - IMPACT ASSESSMENT (To be completed by Lead Aaencv) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PART 617.4? If yes, coordinate the review process and use the FULL EAF. Yes _ a No - - B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.6? If No, a negative declaration may be superseded by another involved agency. Yes ❑ No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible) C1. Existing air quality, surface or groundwater quality or quantity, noise levels, existing traffic pattern, solid waste production or disposal, potential for erosion, drainage or flooding problems? Explain briefly: C2. Aesthetic, agricultural, archaeological, historic, or other natural or cultural resources; or community or neighborhood character? Explain briefly: C3. Vegetation or fauna, fish, shellfish or wildlife species, significant habitats, or threatened or endangered species? Explain briefly: C4. A community's existing plans or goals as officially adopted, or a change in use or intensity of use of land or other natural resources? Explain briefly: C5. Growth, subsequent development, or related activities likely to be induced by the proposed action? Explain briefly: C6. Long term, short term, cumulative, or other effects not identified in C1 -05? Explain briefly: C7. Other impacts (including changes in use of either quantity or type of energy)? Explain briefly: D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA (CEA)? Yes No If Yes, explain briefly: E; -IS 7HF.RE,GR.IS THERE .ltl« !.Y TO BE; GONT- ROVERSY RELATED TO•POfENT.iAL ADVERSE -ENVtRONMENT54L• •IMOWtTS - -- - °-- ❑ Yes ❑ No if Yes, explain briefly: PART III - DETERMINATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial, large, important or otherwise significant. Each effect should be assessed in connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c) duration; (d) irreversibility; (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question D of Part II was checked yes, the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA. Check this box if you have identified one or more potentially large or significant adverse impacts which MAY occur. Then proceed directly to the FUL EAF and /or prepare a positive declaration. Check this box if you have determined, based on the information and analysis above and any supporting documentation, that the proposed action WILL NOT result in any significant adverse environmental impacts AND provide, on attachments as necessary, the reasons supporting this determination Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (If different from responsible officer) a d • a PUTNAIYL COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL $EAI,Tg. A TMENT SYSTEMS REVIEW SHEET FOR CONSTRUCTION PERMTT NAME OF OWNER: 1c5;m ha. -G^ STREET LOCATION: C y g' -4 c95 Acllaeo REVIEWED.BY: RM, (OjV, SRDATE: 14z ®101 TAX MAN: (CONF11UvfED) (o / r a2. - P/06 Lo 3 Y DOCUMENTS j .N RREOUIRED DETAILS ON PLANS CONT'Dl PERMIT APPLICATION HOUSE SEWER - 1/717T, 4 1101; TYPE PIPE. CAST IRON WELL PERMUT OR FWS LETTER - C- nL-JNO BENDS; MAX BENDS 45' W /CLEANOUT PC =97 RENEWALS LETTER OF AUTHORIZATION L , ` SITE NOTE (NO CHANGE) DESIGN DATA SHEET (DDS) FILL SYSTEMS CORPORATE RESOLUTION (U U (10' HORIZONTAL; PAST TRENCH SLOPES 3:1 TO GRADE SHORT RAF : U( )FILL SPECS / FILL NOTES 1 -5 UPLANS- THREE SETS L--)(J IM FML PROFILE & DENSIONS �nUHOUSE PLANS - TWO SETS UUFILL IN MANSION AREA VARIANCE REQUEST FILL GREATER THAN2 FEET j SUBDIVISION CLAY BARjZTR'.R LEGAL SUBDIVISION FML•CERTMCATION NOTE U SUBDIVISION APPROVAL CHECKED (� DEPTH GAUGES PERC RATE '7 VOL. ON PLAN FOR RO.B. tNCLASSIFIED & EMYERVIOUS )FILL REQUIRED• ` -r G " DEPTH SEPARATION DISTANCE FROM'TOE OF SLOPE �UCURTAIN DRAIN REQUIRED TRENCS' LF TRENCH PROVIDED 00 60FT MAX. U ��OCATED.IN NYC WATERSHED CONTOURS C tUPLANS SUSIYIITTED TO DEP PPARALLELTQ 100 %.EXPANSION PROVIDED �ELEGATED TO PCHD UUDETAd:L0UST FREE CRUSHED'STONE OR WASHED GRAVEL �DEP APPROVAL; IF REQ'D (___) GEOTEXTMP, COVER. ) EEP TEST HOLES OBSERVED SEPARATION DISTANCES ON PLAN : FR 0�2'SSTS 'I RCS TO BE Vf7MSSED 10 TO P.L., DRIVEWAY, LARGE TREES, TOP OF FILL. f . APPROVAL SSDS ADJ, LOTS 20' TO FOUNDATION WALLS WETLANDS (TOWN/DEC PERMIT' REQ'D ?) 100' TO WELL, 200' IN'DLOD,150' TQ PITS A: �1TA ONDI)S PLANS &PERMIT SAME ,100' Q •STREAM,S?YATERCOTIRSE,.LAICF (iac axpazi);,_ . _ t9G9 NE G ©T3�AIt�'gIkI ATiOI - - CATCH BASIN, 35'.ST0R4ffDRA&N, PIPED WATER • )LETTER BLZBA 10' TO WATER TINE (pits - 20') �(�'j00' YR FLOOD ELEVATION W1I 200' sso,.�R•�•�� DRAINAGE COURSE, J( /- SOIL-TESTING LOTS>10 YEARS OLD 200'i500' RESERYOM ETC. 150' GALLEY SYSTEMS REOUIRED DETAILS ON PLANS (�(-J10' MIN TO LEDGE OUTCROP -)L, JS VW- AGES YSTEM.PL - -X (NORT$ARROW)-- w,�+a SEPTIC TANK S HYDRAULIC PROFILE �''r {' °`�✓ (_)10' FROM FOUNDATION; 50' TO WELL GRAVITY FLOW / WELL CONSTRUCTION NOTES 1 J6 / 7 p ?"t-J, DESIGN DATA: PERC & DEEP RESULTS C- ON!'OURS EXISTING &'PROPOSEDP r DRIVEWAY & SLOPES, CUT ..}� jFt?OTiNG /GIFT- TERICURT'ALW DRYS' —d-k IUSDA SOIL TYPE BOUNDARIES /JUTnIZ BLOCK; OWNERS NAME ADDRESS '19A,, PEMA; NAME, ADDRESS, PHONE# n DATE OF DRAWINGMEVISION DATUM REFERENCE . LOCATION OF WATERCOURSES, PONDS LAI{ES,WETLANDS WITHIN 200' OF P.L. CUPROPOSED FINISH FLOOR AND BASEMENT ELEVATIONS ✓WELLS & SSDS'S WM( 200' OF SSTS nUPROPERTY METES & BOUNDS -) EROSION- C- .ONTROL- F.Ott:HOUSE, WELL & SSTS, EROSION CONTROL NOTE DIMENSIONS TO PROPERTY LINES LOCATION OF SERVICE CONNECTION MIN 15' TO•PROPERTY LINE 'SLOPE LSLOPE IN SSTS AREA (520 %) 13 —17 UREGRADED TO 15 %, W REQUIRED DOSEMUMP SYSTEMS PUMP NOTES . DOSE 75% OF PIPE TOLUME /DOSE VOLUME NOTED VPIT ET AIL FO RFORCE'.MAIN, (PIPE TYPE, ETC.) ND D -BOX SHODAY STORAGE ABOVE ALARM ' CURTAIN DRAIN STANDPIPES, T BOTH SIDES, DETAIL - PA j) I 20' MIN to CD DISCHARGE/100' with 1S2 cons day discharge/ b �t (� 10' M1N to NON - PERFORATED PIPE 0:o 1-5,;t:4- 1 ?� Pro a:1 /1 %ari'1/�Cts/ -MIENTS: ot> m,g, 6la•U ;-., ' &X— a►- ;.�{ -__ _ f - ' i,1 +14actLi sw (QU� rii(• lotop L'cN Ed�'i i �1a61e ' teH�lrc f {ot'xisfn.k3 /h7LAl� ieNa1 A,J,� i A ?.Ii Aj ^%- 4,.'!'im& nsn�i la rrf�JJ Ll STATE OF NEW YORK DEPAkTiUtNt'OF STATE ONE COMMERCE PLAZA DAVID A. PATERSON 99 WASHINGTON AVENUE GOVERNOR ALBANY, NY 12231 -0001 March 28, 2008 Mr. Brian W. Kovach Sun Building Systems 9 Stauffer Industrial Park Taylor, PA 18517 RE: M 0052 -02 -062 System Approval Extension Dear Mr. Kovach: LORRAINE A. CORTES- VAZQUEZ SECRETARY OF STATE This letter. -is to inform the Code Enforcement Official that the New York State Department of State (DOS) has granted the extension of the expiration date to allow the construction of Factory Manufactured Detached One- and Two - Family Dwellings and Multiple Single - Family Dwellings (Townhouses) System of Models. under approval designated M 0052 -02 -062. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of the Residential Code of New York State 2007. This extension will expire on June 31, 2008. A copy of this letter shall accompany plans and specifications submitted for a building permit and shall be deemed a duplicate original. I am .hopeful that you will find this extension of assistance... _ Sincerely, r Ronald Piester, AIA Director, Division of Code Enforcement and Administration cc: Mr. Kevin White, T. R. Arnold & Associates, 700 E. Beardsley Avenue, Elkhart, IN 46515 File: 2007 2nd Sys Ext Ltr M0052 -02 -062 V A;,;A, : OS S --7E ; � T tc p. Vy"I .:.. ,.. , -,,... ,,. :� -- ..�.:.._ ....� >,. , .. STATE'OF'IVE1N'YORK�• � � . - ..�� -� ,.....: - - - - ......_ ... .,..,..... ,... . -DEPARTMENT OF STATE ELIOT SPITZER GOVERNOR Mr. Brian W. Kovach Director of Engineering Sun Building Systems, Inc. 9 Stauffer Industrial Park Taylor, PA 18517 Dear Mr. Kovach: 41 STATE STREET ALBANY, NY 12231 -0001 February 2, 2007 RE: Revision to: M 0052 -02 -062 RENEWAL dated 1 -10 -07 System approval - CONDITIONAL Including the I" Modification Revised to include this 2 "d Modification In reference to your written request dated January 2, 2007, your original approval dated January 17, 2003 toconstruct Factory Manufactured Detached One - and- Two-Family Dwellings, and Multiple Single - Family Dwellings (Townhouses) System of Models designated M0052 -02 -062 (Including your 1" Modification dated March 11, 2004 and this 2"d Modification), is hereby renewed as authorized under 19 NYCRR 1209. This approval will remain in effect until January 17, 2009 unless sooner revoked, and is subject to renewal thereafter. This 2"d Modification is based on our approval of individual model, M0052 -06 -157 on January 31, 2007. Energy Code compliance for this Electric. Heated home was demonstrated bypassing a REScheck analysis and providing corresponding °details of d Modification letter is now the most current and replaces any previous system approval letters. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: la. Seismic Design Category A, B, C, or Dl for Detached One -and Two - Family Dwellings as demonstrated in accordance with " RCNYS Section R602.10 Braced Walls". In locations where the Seismic Design Category is Dl, the One and Two - Family Dwellings must also conform to RCNYS Section R301.2.2 Seismic Provisions. I b. Seismic Design Category A, B, C, or Dl for Multiple Single- Family Dwellings (Townhouses) as demonstrated in accordance with " RCNYS Section R602.10 Braced Walls ". In locations where the Seismic Design Category is C or Dl, the Multiple Single - Family Dwellings ( Townhouses) must also conform toRCNYS Section R301.2.2 Seismic Provisions. WWW.DOS.STATE.NY.US - E -MAIL: INFO @DOS.STATE.NY.US .J V 1a!IIr. Brian W. Kovach February 2, 2007 Page 2 2. Wind design limita- fions-are as-follows: 2a. Locations where the Basic Wind Speed is less than 110 mph 3 second gust. Compliance may be demonstrated in accordance with "RCPIYS Section 8602.10 Braced Walls ". Exterior windows and doors shall be designed to resist the design wind loads specified in Table 8301.2(2) adjusted for height and exposure per Table 12301.2(3). 2b. Locations where the Basic Wind Speed is no more than 120 mph 3 second gust. Compliance may be demonstrated in accordance with "AF&PA, Wood Frame Construction Manual for One - and Two- Family (Dwellings, 1995 High Wind Edition, Cbapter3 Prescriptive Design". Exterior windows and doors shall be designed to resist the design wind loads specified in Table 8301.2(2) adjusted for height and exposure per Table R301.2(3). Provisions regarding Wind - Borne (Debris Regions will be completed on -site by others and is subject to the approval of the local code enforcement official. 3. The ground snow load is not in excess off S5 psE as determined in the Residential Code of Nero York Mate (RCNYS) and /or Building Code of New York State, an inclusive volume of the Uniform Fire Prevention and Building Code (Uniform Code) incorporated wholly by reference. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: LThe manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York .State -Each. permit, set is to be sealed,and signed by an architect or. engineer " reptered in'-Ne York State and is to-bearthat architect or-en -gineer's certifi6tion'that-4he plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval -on file with the )[Division and this conditiontil approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1.1. A set of drawings comprising at a minimum: 1.1.1Cover sheet which contains information on: - Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category, Wind Speed, Live Loads, Dead Loads, etc. - Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. - Occupancy classification - Construction type classification - General notes - Index of drawings - Manufacturer's title block - Certification, by design professional, of derivation from approved system set �?r2u ;nay and !h:s conditi, ^_:n2. 2C,- ro-,2? 'pT?F- Mr. Brian W. Kovach February 2, 2007 Page 3 1.12' Elevations i:1.3'Floot plans'which- convey_ the- mform - Required and provided light, ventilation, egress, window and door schedules - Unambiguous identification of structural members - Smoke detectors and GFC Interrupt protection 1. 1.4 Foundation plan 1. 1.5 Building cross section with information on: - Building integration (module connections) details - Location of required fire stopping - Roof truss bracing and structural connections 1. 1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1. 1.7 Non - typical details (such-as prow roof, cantilever beams, etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2: The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location, production serial number, and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. ` The approval is indicated by the New York'State Department of State "Stamp of Approval "-placed on the accompanying set of plans. The reconciliation of fees associated with this approval is provided as an attachment to this letter. A copy of this letter, without attachment, shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Sincerely, Ronald E. Piester Director Division of Code Enforcement and Administration Enclosure cc: Kevin White, TRA & Associates, Inc'. File 02 -062 Renewal 2007 mod2.wpd r RE.S.check S® ware !leCsjIpn, Not.C 96nce Certificate Project Title: (8062 -B) Rosenbaum Canopus Hollow - Lot 3 Report Date: 04/23/08 Data filename: \ \sbserver01 \Users \nspewak \F8062 -B.rck Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Lot 3 Canopus Hollow Rd. Putnam Valley, NY 10579 2007 New York Energy Conservation Construction Code Putnam County, New York Detached 1 or 2 Family Non- Electric 12% 5750' Owner /Agent: Hudson Valley Home Builders 513 Washington St. Peekskill, NY 10566 914- 737 -0600 Designer /Contractor: Sun Building Systems eif ?E d (FS a r,�z,4t Comp6ance:jPasss N d' .,; ' . I ' ... �..._ t'�i, :::�... I, .,,�, �a`sh Compliance: 19.5% Better Than Code Maximum LIA: 662 Your LIA: 533 Ceiling 1 - tlat: Flat Ceiling or Scissor Truss 2073 30.0 0.0 73 Ceiling 2 - sloped: Cathedral Ceiling (no attic) 199 30.0 0.0 7 Wall 1: Wood Frame, 16" o.c. 3763 19.0 0.0 194 Window 1: Vinyl Frame:Double Pane with Low -E 462 0.290 134 Door 1: Solid _ _.. _ 62 " F1661 V Alf -Wood �6ist/Truss:CSver Unconditioned S ace 2292 19.0 0.0 108 Boiler 1: Other (Except Gas -Fired Steam)80 AFUE The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his /her knowledge, belief, and professional judgment, such plans or specifi ' ns are i compin� with this Code. Date Projecl Tide: (806`r E Rosenbaum Canopus Rollo v - Loi ; Repon date: 041.2,.08 Dale filensm 1', sbserver01 ',Userstnspev!a }r,F81)6_' -8.rck - Rage t of v a REScheck Software Version 4.1.3 Inspection Checklist) Date: 04/23/08 Ceilings: ❑ Ceiling 1 - flat: Flat Ceiling or Scissor Truss, R -30.0 cavity insulation Comments: ❑ Ceiling 2 - sloped: Cathedral Ceiling (no attic), R -30.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes . No Comments: Doors: ❑ Door 1: Solid, U- factor: 0.270 Comments: Floors: ❑ Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R -19.0 cavity insulation Comments: _...Heatir�g and-Cooling ❑ Boiler 1: Other (Except Gas -Fired Steam): 80 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: ❑ Installed on the warm -in- winter side of all non - vented framed ceilings, walls, and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment.and service water heating equipment have been provided. ❑ Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R -8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R -4. ❑ Supply ducts in unconditioned spaces are insulated to at least R -8. Pro(ec - title: (8062-6) Rosenbaum Canopus Hollo% - Lol L�Bic !iir.'�tc rne- \'tc! ?Set \Effl'i1Uc <i'r.'dl Sj:Bbva k, \�8Qi�2' °.r;;i: Report date 04123!0$ °a!,e 2 of 4 i D Return ducts in unconditioned spaces (except basements) are insulated to R -2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections are securely fastened_ with welds,,gaskets mastics,(p.ohe*ives),.mastic -plus- embedded- fabric,.or - `tapes.'Tapes and mastics are rated UL 181A or UL 1816. Exceptions: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system provides a means for balancing air and water systems. . Tqmperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: C] Separate electric meters exist for each dwelling unit. Fireplaces: Cj Fireplaces are installed with tight fitting non - combustible fireplace doors. . 0 Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: D Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. C] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: D Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on /off heater switch and a cover unless over 20% of the heating energy is from non - depletable sources. Pool.pumps have a time clock. Heating and Cooling Piping Insulation: I] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project lltle: !8062 -6) Rosenbaum Canor)uS H0110%w - t of Dpitc filef,2n1E: �S',S: scIvE01Al iccrc,fic:�BV,�c r: �?� 80" L�' fi: REUOrt rate- 04 <;?i0`, Page 3 nt Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness In Inches by Pipe Sizes Insulation Thickness In Inches by Pipe Sizes Non - Circulating Runouts Circulating Mains and Runouts .. _ Heated Water Up to 1" -,. Up to 1.25" 1.5" to 2.0" Over 2" "'Temperature ("F): .. _ ..._ . .. � - .... _ ....... 170 -180 0.5 1.0 1.5 .'. 2.0 140 -169 0.5 0.5 1.0 1.5 100 -139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes NOTES TO FIELD: (Building Department Use Only) PrUjeci Ti 1p: 18062-6) Rose.nbaUIYi CF 10005 Hollow - Lo! FEt;Ort tale. (11 2ir'�1� Date filename 11si?Server0l`:Users',. sue; 2k',.F:806:' S rck Pace a of n Insulation Thickness In Inches by Pipe Sizes Fluid Temp, Piping System Types Range("F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 120 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40 -55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) PrUjeci Ti 1p: 18062-6) Rose.nbaUIYi CF 10005 Hollow - Lo! FEt;Ort tale. (11 2ir'�1� Date filename 11si?Server0l`:Users',. sue; 2k',.F:806:' S rck Pace a of n G Job ITruss 14russ type - iVty �I-ly I U4rU1b`J -1M I 05GO124A 136-55 j HINGED MONO 11 j 1 1047D159-7M/#36 17783281 7D Truss L.P., Tyrone, PA 6.200 a Nov 11 2004 MTek Industries, Inc. Tue Jan 2513:28:20 2005 Page 1 15,7,8 2 -5-11 9 -11 =15 3.1 -14 6 Scale = 1:56.1 BEH18E i OPTIONAL 3" OR 9" STUB ro N i j ° BEH18D 7.00 f12 ,` 4x5 M1120,:-, Conn.849(lb) w 2 x w "o / NZ .10 r, - .14 . = Y f o ,l Conn.379(lb) 10 �T 4x6 M1120 9 2x4 M1120 II 8 7 3x14 M1120 11 4x5 M1120 4x10 M1120 05 M1120= r 2.5.11 10.10-0 15-7 -8 2 -5 -11 8.4 -5 4.9.8 SPACING: 2 -0-0 SPACING: 1-4-0 SPACING: 1 -0-0 SPACING 2-0-0 CSI j DEFL in (loc) IldeB L/d i PLATES GRIP LOADING (psi) LOADING (psi) LOADING (psf) Plates Increase 1.15 TC 0.86 I Vert(LL) -0.38 8 -9 >479 240 j M1120 1971144 TCLL 38.5 TCLL 57.8 TCLL 77.0 Lumber Increase I 0.52 -0.78 8 -9 >233 180 ! MIf18 141/138 (Ground Snow--55.0) (Ground Snow--82.5) (Ground Snow= 110.0) YES I WB Rep Stress ES W Horz(T) 0.87 I Horz(TL) /a 0.02 7 Na Na TCDL 10.0 TCDL 15.0 TCDL 20.0 00 Code IBC2000 /ANSI95 (Matrix) ! Weight:881b BCLL 0.0 BCLL 0.0 BCLL 0.0 BCDL 10.0 BCDL 15.0 BCDL 20.0 LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 'Except* TOP CHORD Sheathed or 4-4 -1 oc purlins, except end vertical:. (P) 3 -5 2 X 6 SPF 2100F 1.8E, 5-6 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8 -1-8 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 1 Row at midpt 4-10,2-8 WEBS 2 X 4 SPF No.2 *Except' JOINTS 1 Brace at Jt(s): 10 7 -10 2 X 4 SPF 210OF 1.8E WEDGE Left: 2 X 6 SYP No.1 REACTIONS (lb /size) 1= 82510 -5-8, 7= 672/0 -5-8, 6= -0/Mechanical Max Horz 1= 496(load case 6), 6 =- 236(load case 7) Max Uplift 1=- 374(load case 6), 7=- 573(load case 6) - Mix Grav 1= 132$(load case 1),77--:l 0�7(1-oid c=ase 7)- FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2673/614,2-3=-1181/168,34=-1031/131,4-5=-432/131, 5-6=-279/142,7-10=-733/497 BOT CHORD 1 -9 =- 1029/2071, 8- 9=- 1029/2071, 7-8 =- 290/428 WEBS 4-10=-849/575,2-9=0/678,2-8=-1662t748 NOTES (15 -17) 1) Wind: ASCE 7 -98; 120mph @24in o.c.; h =30ft; TCDL= 3.Opsf; BCDL= 3.Opsf; Category II; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.60 plate grip DOL =1.33. 2) Wind: ASCE 7 -98; 146mph @16in o.c.; h =30ft; TCDL= 4.5psf; BCDL=4.5psf; Category 11; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.60 plate grip DOL =1.33. 3) Wind: ASCE 7 -98; 146mph @12in o.c.; h =30ft; TCDL= 6.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.60 plate grip DOL =1.33. 4) TCLL: ASCE 7 -98; Pg= 55.0 psi (ground snow); Pf =38.5 psi (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed as per IBC Sect. 1605.3.1.1 Load reduction, for multiple live loads. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) All plates are MT20 plates unless otherwise indicated. 9) See BEH18 DETAILS for plate placement. 10) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 11) All additional member connections shall be provided by others for forces as indicated. 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 1 and 573 lb uplift at 14) optional 1/8'X 3 5/8" dado over support at heel 15) optional 7/8 "X 1 112" dado over support at m -wall 16) optional 3" and 9" stub at left end. January 25,20C A WARNING - 7ergy design parameters and READ NOTES ON TIES AND INCLUDED MITER REFERENCE PAGE MD -7473 BEFORE USE. I Suite N. Outer Forty, ®Q I N. Design valid for use only with Mi-lel, connectors. This design is based only upon parameters shown. and is for on individual building component. Chesterfield. MO 63017 Applicability of design paromenters and proper incorporation of component L responsibility of building designer - net truss designer. bracing showy: hes �o r b for lateral support of individual web members only. Additional temporary brocing to insure stability during construction is the responsibillity of the - erector. Additional permanent bracing of the overall structure b the responsibility of the building tlesioner. For general guidance regarding Is labricotion, duality control. storage. delivery, erection and bracing. consult ANSIPPII Quality Criteria, DSB -84 and BCSII Euildina Comoonen: ip i��� Safety Informatior, avoilable from Truss Plate Institute. 563 D'Oneiric Drive. Madison. wl 5;714. f HEAT LOSS CALCULATION Serial number 8062 1 Model: 2 -STORY Total BTUH loss= 94079.35 State:INY I _ Ext Wall S . Ft. 13763.38 Date: 4/23/08 _ - -- - ?_ - - %of glazing= 9.2 Total 8TUHSupplied= 134279.26 I.� - - - - - - - -- �_ - -_- i- Design temperatures - -- I R value Interior 70 Exterior 8 degF degF ._. Gross ....L L(Entry)Sq_Ft_ =i62 j _ Gross Door (Patio) Sq FL A - - r- -- - - - - - - Floor. Walla -( 19 - 19 Temperature Diff. 78 degF Gross Window Ft ,462 j=- Roof: 30 _.._ - - -. _ _ - _ -- Crawl space 8 degF _ a_.'- - -- - 1stC . Ht.: 8 2nd CI . Ht.: 8 Temperature Diff. 78 deg F 1 Note: temperatures are based on _dry bulb reading Component 1.1-values 1 • door (entry) 0.27 Electric BB watts/ft 225 1 -' • door (patio) 0.30 -- U window U wall 0.29 0.052 Uroof 0.033 ! Electric toe kick heater= 1500watts 1 ? -- -... -- - -- '- -- -- -._ . . --- _ -floor 0.052 _. -- - -- ; H y dronic toe kick heater = 3300 bfuh - - - - - - - - - -- ' i - -- -,- i ----- - -- I ' --_- - - - - -- - -- -- ? - - - ; - - - - - -- - --- - - -- - I Components den wic 3/4 bath laun/hall kit/brk Ta-mity Aving 112 bath foyer dining br 2 mstr bdrm mstr wic mstr bath hall bath br 3 br-4 - • br 4 bath Lin. h. ext. wall 33.8 0.0 0.0 38.3 42.3 37.4 37.5 0.0 13.5 20.1 33.3 41.8 12.6 21.4 10.0 23.6 0.0 0.0 Area wall (gross) 270.0 0.0 0.0 306.3 338.0 299.0 299.7 0.0 108.3 161.0 266.0 334.3 100.6 171.4 8.0.0 188.6 341.4 ' 0.0 Area door (entry) 0.0 0.0 _ 0.0 39.5 0.0 0.0 0.0 0.0 22.1 0.0 0.0 0.0 - -'� -- - 0.0 0.0 ._....... -- - _ 0.0 0.0 -- -- _.. 0.0 - - -.. 0.0 Area door (Patio) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .6 0.0 0.0 0.0 0.0 0.0 0.0 Area window 49.0 0.0 0.0 16.4 42.9 37.9 32.8 0.0 0.0 32.8 65.2 49.3 0.0 20.8 16.4 32.8 65.4 0.0 Area wall (net) 221.0 0.0 0.0 250.4 295.1 261.2 266_8 0.0 86.3 128.2 200.8_ 285.1 __.._.100.6 150.6 63.6 155.8 276.0• 0.0 A ea roof 231.1 40.8 41.0 232.5 489.0 304.0 307.6 34.6 142.2 254.7 377.4 464.0 119.1 ' 95.0 106.0 335.0 361.5, 20.2 Area floor 231.1 40.8 - - 41.0 232.5 489.0 304.0 .307.6 34.6 142.2 254.7 377.4 464.0 119.1 95.0 - - - -' 106.0 335.0 _ 361.9, 20.2 Area total (w+r+f) 732 82 82 771 1316 907 915 69 393 670 1021 1262 339 361 292 859 1064 40 STANDARD 1 p value (door) 0 0 0 11 0 0 0 0 6 0 0 0 0 0 _ 0 0 _ -0 _ 0 O value (window) 14 0 0 5 12 11 10 0 0 10 19 14 0 6 5 10 _____19- 0 O value (wall) 11 0 0 13 15 14 . 14 0 4 7 10 15 - 5 8 - -- - -- 3 8 - 3 -.. 14 --- -- - 0 O value (roof) 8 1 _ -.. - - - -- 1 8 16 10 10 1 5 8 13 15 .- 4 3 4 11 12 1 • value (Floor) 12 2 - 12 25 16 .6 2 7 13 20 24 .6 _ 5 6 17 19 1 • value (room) 33 1 _2 _ _ 1 36 44 35 ; 34 1 15� 25 42 45 9 17 12 29 45 1 BTUH loss Transmission 3543 272 273 3767 5422_ 3939 3873 230 1761 2958 4801 5359 1201 1713 1335 3605 WK. 134 Inlilliation 2644 467 469 2660 5595 3478 3519 396 1627 2914 4317 5308 1363 1087 _ 1213 3832 4136" 231 Tolal loss 6187 738 6427 7391 626 3388 5872 9118 10667 _ 11016 7417 2563 2800 _ _ 2547 _ 7437 _ _ 9141 � 366 CFM required 116 14 _7.42 _ _ _ -_- 14 120 139 138 12 63 110 170 199 -._ 48 52 -- - - - -- 48 139 171' 7 Wanagerequired 1812 216 _206_ - -- -- --- 1882 3226 2172 2164 183 992 1720 2670 3124 - 751 820 746 2178 2677 107 Eler:tric 8 1 1 9 15 10 • 10__- 1 5 8 12 - 14 1 ; 4 4 4 10 12 / 1 Flydronic 11 2 2 11 - -- 19 -- - 13 ' 13 2 6 10 16 19 5 5 5 13 16 1 ;t of hvac registers 2 1 1_ 2 3 2 �F 2 J 1 1- 2 3 3 1 1 1_- 2 1 Hydron c BB (feet) 14 2; ,_: 2. 14 = 29 ' .. u 18s F218a�2 - -x{ 8 - f Y` -L' 3� _ `7 � ': 1315 22 s ~ 6 -_ 6 20 -3 5 I 7 T-- ! '12?�.�B I 1 '4 Electric BB (feet) 9" 2 2 9 20 y 12 :f 0�"�- 15s�3`j9 -'S < _ 4' , L i 4/23/2008 F8062.xis NOTE: 1 PUTNAA: COUNTY DE•PAH'I'ilENT OF HEALTH TO THE BEST OF HIS /HER KNOWLEDGE, COVER SHEET BEUEF, AND PROFESSIONAL JUDGMENT: THE FOLLOWING NOTES APPLY T;, � HOUSE PLANS APP1tOt D POR �EDROOAI COUNT ONLY 1. THESE PLANS ARE IN COMPLIANCE WITH OUR FOU•IDATION PLAN NEW YORK SYSTEMS FOR DETACHED ONE- AND- TWO - FAMILY DWEWNGS, AND MULTIPLE FIRST FLOOR PLAN SINGLE - FAMILY DWELLINGS (TOWNHOUSES). / I I 3 THEY ARE DERIVED FROM A CONDITIONAL APPROVAL OF OUR SYSTEM MODELS. ALL SURSE Ur.NT RiSTi1 ;.Oi�.!ALTEItA7•K7t�S Q 1 THESE HOUSE APPROVAL DESIGNATION M0052 -02 -062 DATED FEBRUARY 2, 2007 @ SYSTEM APPROVAL PLANS MUST BE �'tiL' ;Ii T' Ell TO THE PCD if t APPRO.VAI. EXTENSION, LETTER DATED MARCH 28, 2008. REAR ELEVATION 4 ?_ o� yil 4A SI NATU1tE V TITLE 5_ ATE 5A _ n L MANFACTURER APPROVAL CONDITIONAL SYSTEMS APPROVAL NUMBER M0052 -02 -062 2. THIRD PARTY INSPECTICN AGENCY TRA INC 100E BEARDSLEY AVE PO- BOX 6951 ELKHART, W 46515 3. DRAWN. INDEX PAGE TITLE - COVER SHEET GN GENERAL NOTES I FOU•IDATION PLAN 2 FIRST FLOOR PLAN 2A SECOND FLOOR PLAN 3 FRONT ELEVATION 3A RV WT L LEFT SIDE ELEVATIONS 313 REAR ELEVATION 4 CRO55 SECTION 4A CROSS SECTION 5_ FIRST FLOOR ELECTRICAL PLAN 5A SECOND FLOOR ELECTRICAL- PLAN 6 FIRST FLOOR HEAT PLAN 6A SECOND FLOOR HEAT PLAN T PLU-IBMG LAYOUT S BRACED UA.LL PANEL 1 4 PAGES NY COVER LETTER 1 PACES RES CHECK 3 PAC -ES CP.ECKLIST �I PAGE TRU5e CERTIFICATION t ? PAC-E ENERC -Y GOriPL-i;W NEW ''OfR< &TATE BUILDER INFORMATION- NAME: HUDSON VALLEY HOME BUILDERS ADDRESS: 513 WASHINGTON ST. CITY: PEEKSKILL STATE: NY ZIP CODE: 10566 CUSTOMER INFORMATION: NAME: ROSENBAUM CANOPUS HOLLOW ADDRESS: LOT 3 CANOPUS HOLLOW CITY: PUTNAM VALLEY j COUNTY: PUTNAM STATE: NY ZIP CODE: 105"19 b) USE GROUP DETACHED ONE- AND -TWO- FAMILY bWELLINGS MULTIPLE SINGLE- FAMILY DWELLINGS (TOUN HOUSES) c) CONSTi31CTION TYPE O 5A ® 50, d) DESIGN LOADS: : I D WIND: 90 MPA_ DESIGN PRESSW2E: -2633 EXPOSURE r- 2) SNOW: 55 Per 3) FLOOIC: AO csF ii— !LIVING 30 eeT ii' (SL= EFING- L-REL, 10 ceT deed Iced S L 1 D DEPART OF STATE 1 ~ - wu Ar ALBANY. 11M -Iiiii M • Stamp of Approval for a System, AModW or Comporlwent Mnrha. - ca -oLa�- N005� i r' Application No- MantJtectupWs No. Date of AJ pWpv# KVTOM ThM approval i5 2PPCBb* I*b* t1105B d "facow pAy1t1h1'i tltmd Wkft ;. Mat 21a taWc8bEd and asww&W id #0 appfolaf sAa➢ nd MBIieYe the t fTdm10"Ca6ibRit)! far from tAe ..•.IQ�i� is� "�M .. THIS IS A DUPLICATED ORIGINAL STAMP OF APPROVAL PER.ISection 12815 (f)) Q"' 1 r . 699 -pQ O 1'H C+ ST AK6 ^ EESGN CODES 200-1 RESiDENTIAL CODE OF NEW YORK STATE 2001, ='RE CODE OF NEW YORK STATE 200' PLUMBING CODE OF NEW YORK ST._..TE 200"1 I :EGI AN! - _ODE OF NEW YC!iR_< 5T/.TE 2001, EN ERG-T. CON°,EV<-V4TICN GONSTIR CTICN' FOR STATE USE OhEY &/LE5,°..FRVCE I ACIIRlY 5 51eI,r1� M»vul Puk Tlylw. Pe..yh��w 1e5f i SUN ,� T�r►1�opuR �, RILDWS SYSTEMS a: CONTENTS: NEW YORK STATE COVER SHEET WIT NO. D!31 PIF e0E2 -e SHEET NO. 8062 D- _ `-�• COVE; GHEE 5' 1. dIRO.1 OHa®D MULL DB DEOIrAID Ynr A n10•EX N DemENL. rElt ALL REm1E1E11r N eECTluI rI00L.T. P 4 (F'Wl RYTIC FTe, eoEDLLEe b NY r.Ym DTiee -A b. 014C! u,., : LK BILL rlAlEe Pqe I[lif1LLCN-< N b. ro � L�IVE� N ATiK! NOT 6181 -ID DT /. CO® R ALL pOEMOR Rxf>Ee Ml RL1Ad.! POR vET N0. N.L rLFp00 MTALlED N FLNVr eNALL K TEeIID CDC DL D], YO rOWralE! X OOC 4 r'Jl! 01•DllAD, eTAR a. �LTICNL Ppe OYnpL» e• M K- NTe -]OI). Te1C�„ R W . 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Au 1W00 To >uLL cMECTKW ro Il WT W -LCi rorYEe OuaeY xcw Fzi NNaw1. 1wr cartT )]TH e[crba ReNIDD ero Rem1 HOD b r OE PereIs lreO E YCMA e]D I m.'EDl C VO Lo b FR ` r0 ] e. ee.YcL r rAleM P HR4>Dt e e1w1r. CRdeFEee 1 MJ at n c RRrt>DDr : .A. e 0 DE WrALLED rE0. BILDS V AEY HOff 2 STORY Fb BILDERS E `.+eLE9, 9ERv10E 5b 1RIC.TLN sT _ 9K� NY W5" 9 suurre. Inaueviel Perk N ettrM 6 M FIOYF D 1U NIbO 3RI[IE 4 m>uee rwn[[TTi wtEO N -IrM[ F�T b^ M�T 3 C No� Taylor. PenRyIVeMO b5n •� vlsrt us aH r1f EED: C M - ../ 'r i 1 Lyy.SWrLT]ILAR.Gpl _ gFIEET. R1TMM'I YAl1F' NT M5T9 ' /**� 'sALEB PERLOW :BTATFi 6UILDNN „-, r✓TEE iE - .- UIV GE >c t'KJf�iA1 NY ;i ft I I f eOLVErn �M1 sOR r.c rLMnC r4E AND RnDLls, AOTT D]eee b..>IR OXO N F41l0O CiNIIe, e•DI NIIO- D9rRD>Cl f E�mt ie+rte o vo�ca en`a'u+ ai Lr�.ee�om'�i i]uDais � LLIMTAMNEOr � LI]GE tlrt0]N�tORA6lRTrLC NMI ] ]IbJ•Tl K RL� VLLV! MD AmavnC oY M0!! -or DINUe I]o WLeR evrLr stems. A•d rnn -af u. rATLDe ILArTVe eRresRNe, Aeee bb->e D. Vr �: - �. YT -Nr11M F]E>DICE TTPE. r_ e!.]FLEM CLRER r6T OrNDATlD N7FA.YM DO -M R C JMLM CJ7FrEre WLERCG0. Ym DY -f>EL a eoL.oErt � NI•E. Ym eL>ao -r. FETAL, Ym D]] -r. m. rc DM1Y -a t PIICOCR MAZE ND peWbT Or00Y< MULL d: t ..TFD rER OecT10e1e 100111 NO R>b>A] MLreIOJL AMA[E FEA eGOTbI M>tr] PAO2EClED A6AWT YI d t L�$jy � %Wg ST A1� Wr • DATE REYI81GN0 D7 LeER�LAL D 2 -A 4 S PER MCM7 801.8 AllULe DTATE AFFRD�AL PL4 E+ DRAaH BT, DATE. DGALE. TRAOCPY V Wl- 3Al/08 3/Ib=I-� 806? E, f eOLVErn �M1 sOR r.c rLMnC r4E AND RnDLls, AOTT D]eee b..>IR OXO N F41l0O CiNIIe, e•DI NIIO- D9rRD>Cl f E�mt ie+rte o vo�ca en`a'u+ ai Lr�.ee�om'�i i]uDais � LLIMTAMNEOr � LI]GE tlrt0]N�tORA6lRTrLC NMI ] ]IbJ•Tl K RL� VLLV! MD AmavnC oY M0!! -or DINUe I]o WLeR evrLr stems. A•d rnn -af u. rATLDe ILArTVe eRresRNe, Aeee bb->e D. Vr �: - �. YT -Nr11M F]E>DICE TTPE. r_ e!.]FLEM CLRER r6T OrNDATlD N7FA.YM DO -M R C JMLM CJ7FrEre WLERCG0. Ym DY -f>EL a eoL.oErt � NI•E. Ym eL>ao -r. FETAL, Ym D]] -r. m. rc DM1Y -a t PIICOCR MAZE ND peWbT Or00Y< MULL d: t ..TFD rER OecT10e1e 100111 NO R>b>A] MLreIOJL AMA[E FEA eGOTbI M>tr] PAO2EClED A6AWT YI d t L�$jy � %Wg ST A1� Wr • DATE REYI81GN0 D7 LeER�LAL D 2 -A 4 S PER MCM7 801.8 AllULe DTATE AFFRD�AL PL4 E+ DRAaH BT, DATE. DGALE. TRAOCPY V Wl- 3Al/08 3/Ib=I-� 806? E, ' $ 1-111= MI i =--- RS - -s-a -- $:ffia 1 THIS FOUNDATION IS FOR DIMENSIONAL PURPOSES ONLY. THE FOUNDATION MUST BE DESIGNED BY A PROFESSIONAL ENGINEER TO RESIST LATERAL AND LONGITUDINAL SHEAR, UPLIFT, AND HOLD DOWN FORCES IN BOTH DIRECTIONS. MASONRY UNITS ARE NOT RECOMMENDED FOR PIER 'TYPE FOUNDATIONS. WHERE PIER OR PILE TYPE FOUNDATIONS ARE USED, THEY REQUIRE A CONTINUOUS BEAM CONNECTING 'THE PIERS OR PILES. THIS BEAM MUST BE OF SUFFICIENT STRENGTH TO RESIST ALL LOADS IMPOSED AND MUST. BE DESIGNED BY A PROFESSIONAL ENGINEER. THE RESPONSIBILITY fOR THE FOUNDATION DESIGN SHALL REST SOLELY WITH THE BUILDtR. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i--- J f— -- — — — — I ------ - - - - -- ROOF PITCH : 7112 AND 12112 I I � BY BNLDERiDEALER PER I 1 111555 I $ I I I m STATE&OCAL LODES. 1 I I I I ! l m I I I I I I I 1 I 1 I eR fR OaLL -6 I I 5•. STAIR SUPPLIED DAMN BY, DATE TRAUC6Ya • PvP 3AVOE 3/IE'= I' -P.'I 806! F. 1 I I a WSTALLED ON SITE BT INSTALLED I I BUILDER 1 BA5EFIENT SMOKE DETECT 1 I I SHIPPED LOOSE a INSTALLED I N6' I ON SITE BY ELECTRICIAN gk I u ' $ 1-111= MI i =--- RS - -s-a -- $:ffia 1 THIS FOUNDATION IS FOR DIMENSIONAL PURPOSES ONLY. THE FOUNDATION MUST BE DESIGNED BY A PROFESSIONAL ENGINEER TO RESIST LATERAL AND LONGITUDINAL SHEAR, UPLIFT, AND HOLD DOWN FORCES IN BOTH DIRECTIONS. MASONRY UNITS ARE NOT RECOMMENDED FOR PIER 'TYPE FOUNDATIONS. WHERE PIER OR PILE TYPE FOUNDATIONS ARE USED, THEY REQUIRE A CONTINUOUS BEAM CONNECTING 'THE PIERS OR PILES. THIS BEAM MUST BE OF SUFFICIENT STRENGTH TO RESIST ALL LOADS IMPOSED AND MUST. BE DESIGNED BY A PROFESSIONAL ENGINEER. THE RESPONSIBILITY fOR THE FOUNDATION DESIGN SHALL REST SOLELY WITH THE BUILDtR. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i--- J —/– N- I I f— -- — — — — I ------ - - - - -- ROOF PITCH : 7112 AND 12112 I I � BY BNLDERiDEALER PER I 1 111555 I $ I I I m STATE&OCAL LODES. 1 I I I I ! l m I I I I I I I 1 I 1 I eR fR OaLL I I BASEMENT STAIR SUPPLIED DAMN BY, DATE TRAUC6Ya • PvP 3AVOE 3/IE'= I' -P.'I 806! CELLWG HEIGHT— LTAIR TYPE �; 1 I I a WSTALLED ON SITE BT INSTALLED I I BUILDER 1 BA5EFIENT SMOKE DETECT 1 I I SHIPPED LOOSE a INSTALLED I N6' I ON SITE BY ELECTRICIAN 1 1 I M 1 � I 1 I —/– N- I I 1 15153- POINT LOAD I I 130E CEIL- N CvWACS AREA 1 I DESIGN PARAMETERS: TO. NRE-RATED p7 SIfE I ROOF PITCH : 7112 AND 12112 1 I BY BNLDERiDEALER PER I 1 111555 I $ I I I m STATE&OCAL LODES. 1 I I I I ! l m I I I I I I I 1 I mj --------------------------- . jr — — — — — — — — — — — — ,— — — — I fJ ' 1 , I I . 1 � 1 I I I ' I • I I I ' IMPORTANT NOTE ' LOADS SHOWN FOR ON SITE REFER TO SHEET GN FOR NOTES VERIFY ALL DIMENSIONS WITH DESIGN PURPOSES ONLY. PERTAINING TO THIS DRAWING- FLOOR FLOOR PLAN. I 1, -,I. ( l 1 1 1 I 1 I L m PUTNAhl COUNTY DEPARTMENT OF 111,AL'111 ROUSE PLANS AE'PROVBD FOR LEDR00:57 COUNT ONLY, 1 13EDH00 \1S Pv -0.1 -0 8 - •trit is 6 i - T - ro . 7 . . ALL SUBSEQUENT REVISION/ALTERATIONS TO T`_-iES.LP HOU •E PL Ali \LUST BE SU';IiYI'1:D TO 'I'ITE PCDOH FOR Al'1111gV L FOOTING I I 2' -8' 3' -4' 3' -4': 3' -4' 3' -4' 3' -4' 3' -4' 3' -4' 3' -4' 3' -4' 3' -4' 3'•4' 3' -4' 3' -4' I --mac- --i- - - , u II} I I I ' I I I I I I ' I 1 ! I ' I 1 I I I Z.RETEZ I FLOOR I FOUNDATION LOADING SCHEDULE WALL LOAD (PLF) SIDE WALL 130E MATE WALL 2362 DESIGN PARAMETERS: HOUSE WIDTH = 30' -2• AND 27' -8• ROOF PITCH : 7112 AND 12112 TRUSS TYPE 7 NS AND 12 STORAGE SNOW LOAD = 55 STEEL COL ON FOOTNG (TYR) - SEE DETAIL 'A' i �I ------ - - - - -- -- - - - - -- ------------------------------ --------------------- -' • . THIS 5YHBOL ITPRE5ENT5 A LOAD BEARWG COLLP'N. THIS C Y-UI•N MAY NOT BE .. ._... MOVED W ANY WAY. aNCHOP 6CiT '_YaCI_E. m6a6 f�1:Ye Melee m®II A Wf/Sl mrrten 7-. _ ks�ro+sr -..a nS :nom- WOOD SILL iteTE SNti:. Ef. a iMOFEU to THE f[UUC.TIC++ , 'a. < wIT. araC n_. Ei C+•' C'uTE= 3ei K _ _ -' t2STORY f LLD VALLEY BUILDERS SNES, `..FRYICE 5b 014811GGTON 5T +t�AC'0566 y,.f LOi 3 i < 1 vL�tt US CH Tiff EE5= NT 1'357_ 'SALES PER° STATE• ;; CfOISt MOfdaM NY i d FOUNDATION PLAN I I I • I I i —I d. 1 ' I • I I I I I ,I � I .I � I I �• I I �6 o l DOY - DATE RENOION6 6T SERIAL +' � � 6067 -A {91¢l1 PER RBMM 601).9 J/1UT6 6TATE M'1NY/L PY: TRIMS TYM HEAT. DAMN BY, DATE TRAUC6Ya • PvP 3AVOE 3/IE'= I' -P.'I 806! CELLWG HEIGHT— LTAIR TYPE �; I I 8: 1' VI 1 b; I I�_uT � „CAIr TLIAGY MPORTANT - CUSTOHER APPROVAL =mm=m5 TO SHEET GN FOR NOTES TV JACK 4 PH JACK Mi e m m m �,w�w w. (1 oFlgi6 L -N FOR Yb M M —X ERIEFER ERTAINING TO THIS DRAWING. LOCATIONS ,® •o,.. ,o,., ,,m�,o, ar�R R e. ® u.L APPROlED (AO -DC> suol¢ RETECra+ • e n[ iaVST o M uca,`s qm w �McMa TUIR�HOUSE Wel BE %XT ACCORDING TO THESE RMS uo'EOUew OA EA ® U.L MMIQ'EU UO-DC) 31OKVGRBON YONOImE oErECroR ,'xxm APPMMBIE u.L ArrROVm ® �olll)EfT',)AT MSEE � si�� °" 2 • i5•.y . I' -9�' 15,.5. t• 2 - I I' -93' 6 I 3' -l1' 63' 7P -4' MPORTANT - CUSTOHER APPROVAL LEGEND TO SHEET GN FOR NOTES TV JACK 4 PH JACK Mi e m m m �,w�w w. (1 oFlgi6 L -N FOR Yb M M —X ERIEFER ERTAINING TO THIS DRAWING. LOCATIONS ,® •o,.. ,o,., ,,m�,o, ar�R R e. ® u.L APPROlED (AO -DC> suol¢ RETECra+ • e n[ iaVST o M uca,`s qm w �McMa TUIR�HOUSE Wel BE %XT ACCORDING TO THESE RMS uo'EOUew OA EA ® U.L MMIQ'EU UO-DC) 31OKVGRBON YONOImE oErECroR ,'xxm APPMMBIE u.L ArrROVm ® �olll)EfT',)AT MSEE � si�� °" 2 • i5•.y . I' -9�' 15,.5. t• 2 - I I' -93' 6 I 3' -l1' 63' 7P -4' m 1 1 f aun� t 3349 � � NOTE: SIDEWALL, MATEWALL, AND GABLE END WALLS 2' I IB, 0' - - A ARE BUILT TO THE STANDARDS OF METH00 3 22 0' 2 1'_IO• 3 3' b b' 1 14' -D' 3' -6' - - O & METHOD 5 STATED IN SECTION R602.10.3 b' 3 '[ B, B. 4 A AND FOR WIND SPEEDS UP TO 109 M.P.H. 74710 N Nb'LL F4aNla;D ABO.'E _ - - 7 70- 3349 -20 n a U3I6 FHt iR YLLL _ _' a• r 43O W W030 r rp436CHEN + B BREWGFAST R r3TI 4 ° + R� 4 4N2 m :. NOOY n niPFOR V4•3A1 - -mm YMLL - __- S L _ - -_ -_ R' G Gi. TO SUWN I m7+E, 6oaTC11'1Y' / -� IY"T m FETK BOX�7-c•. •3, - b -I• +41 • 3 3' -2' I -2. 4 IYII a a :. C CORER I , 1 & &I P PUT CYl:F1 COi!P•i _'`,' i!rii'Aii':': ".ii3N']' OF HEAt1 li o ` 4 mwcN I , � A ATN 2 21. W. � I I0. 1 � � I I I I(i ' '513 I'1 ?,i'ti5 : `.i�P(a11�'LNgR414F;toAR'rTn " ;1 COUNT ONLY, - 9 9 a aa1ET L LcosE 41• / /, 3 3'_p• Y 3 3' -�• R Rleu cnNS.. N�LW3E I I _ _ � �t)fCP IFADElt O S[ppEY GEL , O-er - - -__ • ,'•95Je b' o •' r r f L.TLP TTONS TO Ts ,,SE HI (7) 91t' LYL REag ED EACH NALF N FLOOR a4k- 1� T O 1'LA 'S \f UST BE SUIITTi TO THE PCDOH FOR APPRI �•,. FOR SPAN IN GARAGE BELOW BA7N / qjjj St�,':ITnttl 3 TtTLr DAT PEN a, •/i DINING ,• ® . ii ROOM LIVING - -� •IETK BOx•%_C,,• R (PEEP RJR 3N' NF.W) (REP FtR Y4'IWRV) ROOM FOYER "pmEt BOx IP (PREP WR N4 fatD1D) 9 rk ' lb'•P i rk - ' ?• i amt. Sox : 9 it %• 4� :v '4:6 3349 -7 '•1 m - fi o OPORCAIf 3349. 3349 .�l •I ftl u• bIREI 851630E. 3349 3349 Z', Ne,uoS 11'- 41-11 3'-21, '4I' 9' -7 • 1 rnE to 2p.3• \ �� • 22 -- -- - - WE sITE Porn NOTE: _ _ I C�j �• �F -r l FLUOR LAN ter( �. TO THE BEST OF HIS /HER KNOWLEDGE. R 6ELIEF, AND PROFESSIONAL JUDGMENT: BUILDETb THE FOLLOWING NOTES "'APPLY' VALLEY HOME BUILD SALES, SERNCE' DATE RENBIONO BY SERIAL L 1. THESE PLANS ARE: _IN, COMPLIANCE WITH OUR - 7 9TGRT 5Li IU44MMGTON IDT .t � u . MANPACTIF9C 0067 -A 4N PER Fra"T P3P � . , NEW YORK 11 EMS'FOR - DETACHED ONE- D m PEEKEKI NT 10866 0 t eurtm p,ArUlel Pen. K -D 4M OTAtE APRdp /AL Hf aoonM 0 n[ rraruTu RwR K AHD .TWO FPMII DYfEf LINGS AND MULTiFLE IBT RCS RETA L teyb.. Ps•�yWS,w un0 TRIG TYPE+ SINGLE - FAMILY DNELLING (TOWNHOLSESj RCS�AAIA'I CNJOpI!$ HOLLOW - NEAT, No rR 9R✓ ot2.m •4 •`naP I y� Aa DEFfJ .: FAN 001.1 IiI,1E -L PL's LOT 3 t"+. NSn U0 OJ TIE UE& WiNN'1 VA.LLET NY 10519 ULW .9UIWrILSF. Clot DRAUN BY: DATE: SCALE, TRA F8 CEILRG HEKaHT. t S 1 c GALES PERDON. AeTATE: I 3UILCI'`G „ - =`L'- i °vF 3", GEOF.TE 1'IOFt"AN NY og a D LIGHT 4 VENT CHART � _J�;,-�TQMER APPROVAL -- L L — ---- ---- ez 4% M —2 08 0 0 �4 RR 1 1677 0 4 =`HME 1YLL ;';TT 0ORDQIG TO TIM PLANS 4. ou a" BEDROOM 04 NOTE: TO THE BEST Or HIS/HER KNMUDGE, BELIEF. AND PRCFESSIONAL JUDGMENT: THE FOLLOWING NOTES APPLY 1. THESE PLANS ARE IN COMPLIANCE W17H DUP NEW TORY SISTEMS 7OF DZIA2HED ONE - A140- WD-F,Arly DWE:.LINGS. AND MVL,:P!- z fTO..'MmC—E7: 4 LEGEND REFER TO SHEET GN FOR NOTES A PERTAINING TO THIS DRAWING. (—DC) SMOKE/URSON DMMR MM. U.L ,marm rTm m 2. BEDROOM 12 CLOWT Ir WALL (FRW Fa,R We BEDROOM ----------- 334S Naaroa QO6ET BAN (V 24- LVL MO EA" "k ABODE MIUDSON VALLEY MOM BUILDERS TOW 55 alA6WW.TCN 6T BAN (-,LTSI: PI-Wqs APPI10%,p i:E'DN'00r, I coux,1114&Ly, -07 [FIo0-9:!—,Lf>Eft PRAWW- 2W� FLCOR TA —3 CMUMS HOLLOW ALL To Tt IE )I PLANS S]Ljtif UE StAIMITTED TO THE PGD011 roll ""It 10- TITLE " MIUDSON VALLEY MOM BUILDERS TOW 55 alA6WW.TCN 6T PEEKWJLL Ni Ift" [FIo0-9:!—,Lf>Eft PRAWW- 2W� FLCOR CMUMS HOLLOW PLAN LOT 3 VALLEY Wr MP I &EOR�,E 110kr,94 Ify-- PW, I PATE FREVtol" BY,\ B -A 4ists FM REL T STATE APFFWAL TT 4 By 101�I o ci )OR FL, MILT T T STAIR FYIPE-- lT t �c f EFER TO SHEET GN FOR NOTES 1 ERTAINING TO THIS DRAWING. • MODULAR MATCH L MATCH LW _ FIELD METALLED RIDGE YENi— I• ELD RLSTALLED RIDGE YEW 4 1 I f 1 F} I r 1 L• li tr Cl 1 I U d MMI.I. El F711 LL m LL I LL I• I f 'ELEVATION NOTES: a :--------------------------- • EXTERIOR LIGHTS eHIP'P£D LOOSE ° R 16 N T ELEVATION � R81TE "TALLATION BY , FO D ________________________ ___ , T STOOPS/9TEP8 . HANDRAIL SUPPLIED 4 INSTALLED BY __ __________________________ : --------------- Q'.O -. �-_• i-- -- --- - -- - ----- - - - - -. SIDDAG SHIPPED LOOSE . FIELD " _ p`, �� -;' i N / Y •. BUILDER " • GABLE END FIORIZONTAL YINYL r._________... __: TALLED BY BUILDER LEFT ELEVATION - �,�a F .. MOD BULDEW L'NIG • DATE REYIDIQIB BY SERIAL WINVE NJDSCN YALLET v EUILAERi n�a.esx wG a 2-A 45ae FERFEOFdT 2 eiOR1' 5B eNdl TON 8t 9 boons IM.— P..k eeu-0 YWOe STATE IPFTWAL F1F T12l6 TYPE, ZEE e[ r e.mc nsue — Dpi PEHCSKILL M' Ita9St. T'.' P � — —n .n E ems.' Ps tw�m .Remi. [v m"ATicH i jMAUl c-w-_ .xcn.+•.,•t•m_ _ -.- GtEET. —�. CMS HOLLM � n \I . TRAOClY • TEAT. OEa G . / EX. FUTHAM VALLEY NY WS?S Cm DRAN BY DATE /ti . ISALES Fort eTATe. �t:n_GHL• `Y£1?T'c, pyF 3/IVOE 13/IF,'.1' -¢' BPJbr eTaln TiT�. —__ _. I r A VO,0 Mo,, NY J t ?• i• • 12 IF ELL PLAM W i Mo L-R-8 a ticw , - I =T-- — ' L-" MLA TIM AP ORiR611 ftpm� WALLM DAP ORTR41 WYL DMULL 9 W DFqIALL- 67 IMftl611 9 vw V7' DRrUALL- co PN R-M �T� li TG DECK L F. PE� J.10 . 10 RLYJR JMTS 6 kv 1EAT, oRroeLt OR MLL W JOL5u � TIMT�l —4 CEILM WEV�n, DRAUi1 BT, DATE, TR I GfRO55 SECTION' LR.B NSLA� VA-PLED I MT� PLAM W M mIERS SIZE MOTIM tuff OF R� TO LN BE KMA TM WLM wo PEWETZ W� "I CROSS SECTION • BREAKFAST NOCK ELL PLAM W i Mo L-R-8 a ticw , - I =T-- — ' L-" MLA TIM AP ORiR611 ftpm� WALLM DAP ORTR41 4� -------------- - 67 IMftl611 9 vw V7' DRrUALL- co PN R-M �T� li TG DECK L F. PE� J.10 . 10 RLYJR JMTS 6 kv 1EAT, oRroeLt OR MLL 5v� w XALA TM RALID wo � TIMT�l —4 CEILM WEV�n, DRAUi1 BT, DATE, TR I GfRO55 SECTION' ELL PLAM W i Mo L-R-8 a ticw , - I =T-- — ' L-" MLA TIM AP ORiR611 ftpm� WALLM DAP ORTR41 4� PER FMQM7 Jabs 67 IMftl611 9 vw V7' DRrUALL- co PN R-M �T� �D" TG DECK L F. PE� J.10 . 10 RLYJR JMTS 6 kv ELL PLAM W i Mo L-R-8 a ticw , - I =T-- — ' L-" MLA TIM NE OTHM ftpm� WALLM �-A 4� PER FMQM7 tiF •— DRIMMI vw a IED �-I% MLA— PN 4 MIALLM M L F. PE� J.10 . 10 RLYJR JMTS 6 MnB"� FL" TO �A� 1EAT, 5v� w XALA TM RALID wo � TIMT�l —4 CEILM WEV�n, DRAUi1 BT, DATE, TR I GfRO55 SECTION' &DW. MOZ ' '40M� IWORI W7-CN VALLEY 4CI'E BUILDERS DALED, SERVICE WORS rY LOT 3 OLLO*u rzi., Ma C ,,, MoFasm NY GIR056 SECTION 30'-2'UDE L 5K*4 L60 /-;MQG • DATE Jab MLM JM By GEORLAL �-A 4� PER FMQM7 tiF •— DRIMMI vw Mum �-I% MLA— PN MW TYPE, L F. PE� J.10 . 10 RLYJR JMTS 6 TG MOZ ' '40M� IWORI W7-CN VALLEY 4CI'E BUILDERS DALED, SERVICE WORS rY LOT 3 OLLO*u rzi., Ma C ,,, MoFasm NY GIR056 SECTION 30'-2'UDE L 5K*4 L60 /-;MQG • DATE REVIst" By GEORLAL �-A 4� PER FMQM7 tiF vw WAX APPROVAL PN MW TYPE, 1EAT, CEILM WEV�n, DRAUi1 BT, DATE, TR I 5. REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWING. r'IOD ROSON VALLEY Ha E BUILDERS 5411, SERNCE 1 STORY 53 UMN14GTO14 ST , r FIANFALTIGaI' PEEICSICILL NT 10954 9 -- Yewvlel Perk D o�r�TCAe�V�A�Y1 t•��Ira �e Tay lor.yNante'n �L R✓wu+r+il I CM OM 3 HOLD r' . -1 .�, j Vlsli V9 CN TILE LLEB: . — SNEE7, __ .. WiTIA1'I VALLEY NT 10519 _ W11i. 51lFIVJ1IGR. CC: �� !BALES F•LFDpJ: STATE— PIIILDIIJ.'i 5Y5TE`4� 4.A GEOF'fsE F ORC A: NY CI l— • I —I REVISIONS I BT SE7iLb.L Ss IttlK RLL miRxmr r8De6TMlID mcM I/SEG! 1Fe eEI11ER 4ELDIx W'd OI uTEIa DOEFiAnv. cBt3rrD ND NAR6 CR 1/Yi%1 -V7dt. a FFSD fIleFL(glO bre RRdelre rYIFFGTIOI mu ♦Iwn b4P19letE �y %(+ %Irr RRM4 LT4Rf bNYD YOL 6OIH GDE6 ttYfRER <i rfE E <�E ffld£iER wSTAPLES r Or, PM s9ADbG PIJ'ER ruse YVb FFR FIO T rtWFKRRD rTT1YJ160111 RYID 1'OLfI%L 1FHD rb)Yd 1 DIMW WOeibIDIYM STATE AFrRM%L FDffD PER PG65).0 YE PrNre[rid RAP � i1QY NLLH ffCa KRd NIE D'OL AEpGE ]%b GH FALU 7d PER BNOS AUl9lMF FR16rALLAtp1 _ ___ i mo MEAT. b FS:7D GLNELTILN DRAAN BY• DATE. L PETdCERbG re PKf16-S JdSTD F'EFFORATED 6RFii SP DRf1NLL 41 • CEILMG FEICWT: 6) Isd NAle (1) Dd PER TISI S RpEfD 41 - 11iYEY m 611D8 IRPr N - ureRIL w 10 Ge % I VI. 6 to PER 6406 FR]16R010 iRSe 1 }y 6TO6. r' OL r H4s 6meFl rtm APIa+vNnlcnF6x SPIEL R -6 FELLAttN yLbpY m TOP RATE FASTEN EVERT IOL S'FINE ORTWIL flCEt b1UD TO - brlr°6n.rytArud G1FITISh Gun -md PER TRhe G.11ATIA1 PER FW 4 _ noG A COLLAR TIE 2 1 EAVE DETAIL FLIP EAVE DETAIL 3 MATE WALL TRUSS DETAIL tlA FLOOR/CEILING DETAIL r11ROOF RIDGE DETAIL 4A 4 4A 4 4 70 TRUSS 4A • W. MULL VY ORTD4L F m b11M R -h etlLLAtCN VNrl6Der - o•GR11041 h3611DeY'OL •RTIDOW h• GUWL -6--* ' OL 61St SOI.M 1d6PETM— m bTW5 G4EAiISY • —R -h WIATKN VFl1'L 6DNi MDEMW rrwR.EL bEU1rY 7n elloe GIF.AUSL> Sol.Mre 4FA RnuOD RCGfN' to i%w FL JOIST I w• eiRaPrtn ib ora.Fr silo BOLM T,ae fEat end E 1144LL To sum 1 F,rrel mx rare PDI GFX:— rr )oriPr•oe °8D'P re�cc Rum PEVODe '�� 59 TWST STRAP FASTEN CdOGIRORT ilym Ry - GATT W(a) 16d NAILS(CN • °G uPE �D 1 CDL )de PHaLWM 7 r m Skrw r xrlG mJOb nbaIDED ROD SITE BY SET CREW PFR RaFDInwu' I I •rbtR A0.l .b' oL Lde J016i 141•bT.Mre rD)DI6fRe. NRb "4r OL m r>:L. JDhr 5Id'DRNOALL Heads k'c CKWi iBDOMEGTn1 L —y ru x•.P IAD ea EaDEn TO ttUIM SO.ORf°eLL &EAD@Y arlel tEata aX P' rr Laasrwlerrtauilw •Pl.GLL Mre I 1 (GEE ic%IC\FIAN RTAU O6L 14.M.L mPFee4NMG SbFYa mbiLLTB VY DRTUALL FEID IOI,LLIID FI6IBrNNLLB ER 6p.ivr d2•IGE[MRmMtEe •tiyappOT{D iOlDAipltiW �� 1 pfr mbRO aY'04 G•OLIIL FAT .aD IEID EXT. WALL 5 MATE /COLUMN DETAIL 4 ( FLOOR/CEILINCT 4 DETAIL l FLOO(JCEILING DETAIL 4 A SIDEWALL 8- KNEEWALL 4A TO TRUSS MATE WALL SNEATNMG DETAIL FIELD INSTALLED 5FEATNMG 4 A� f FDN. DETAIL FOR BRACED WALL LINE r'IOD ROSON VALLEY Ha E BUILDERS 5411, SERNCE 1 STORY 53 UMN14GTO14 ST , r FIANFALTIGaI' PEEICSICILL NT 10954 9 -- Yewvlel Perk D o�r�TCAe�V�A�Y1 t•��Ira �e Tay lor.yNante'n �L R✓wu+r+il I CM OM 3 HOLD r' . -1 .�, j Vlsli V9 CN TILE LLEB: . — SNEE7, __ .. WiTIA1'I VALLEY NT 10519 _ W11i. 51lFIVJ1IGR. CC: �� !BALES F•LFDpJ: STATE— PIIILDIIJ.'i 5Y5TE`4� 4.A GEOF'fsE F ORC A: NY CI l— • I —I REVISIONS I BT SE7iLb.L 006-0 -A 1 I/SEG! 1 FOR F&OEST SS60-0 IRI/ae STATE AFrRM%L PAP TRISO TTrE, !t� i MEAT. DRAAN BY• DATE. SCALE. TRACIC6JG • CEILMG FEICWT: F'YF 3/1110E 3A6 " *I' -0" SPIEL " � p n b<7aLL I PT& 1 7 I, 1 3 ru We bnm 1_ �" p p itf I `•1; — wuc xux m vast em ELEICAL SYMBOU _____ i 4nr' Unit Bedrooms: 210.12 (B) p °"xc em . T� uar runxa ¢ Dmiu TDB uxr TocxTxe ® awws. vwl 6 vac vac sryrn, Q olsan xTl:E]TMl[ aTxcr q" Tx.Ft7]t xTR9TILIE 1— Wx Fu PxaIA—)_ irauita that 6upply 125 -vok, 6lnlgle- phase- 15-and - m o wi rym ¢ vw uoa/pn mx uon nnw¢ a 1* sTrt W p 1/2 sw— mq xva7 une utlets petalled in dwelIN unit bedrooms "If Lbranch : ® ac Tx m' °n suss o —w— s ..•* sry m p D s nTO® ann 64F➢ GL d bJ an combination type arc -rauk circuit �svnam ®� 674D : �.t ' vac r'ac ,mal w/ eA61v, tl/ t6A2R v 7b Wli xFL4Pf1ai OIIIIFI . 16ted t0 provide protection or the entire r" pr ` �ygg - IWIl Stpla loll foollxE YryAY StlTTaI ® nnm loan aEarnac amn it 1 v)pI¢� �® u�rmoYglaoa.Tmnort ct�m .w: la�om uon �onu¢ b nwucc wcrc sM,d aua�n arnvrinc Y.r ' s® ualaomai¢�m °CI LMBON 0 m nwa4.4rr uart r omxlt f amn ofl oUPIFx xER/fME oITRLI �wuct suo¢� �i°^®/� AIO10 amxrm� cameo Q m iLIleI1fFLII 110•f fotxTC eanl vuy— vnuo IF ry rac ffi vx aoi w� aaivaainn °'� °wn i ; . �V N'Oxart (ryes • em olan Tx1ILL eat . ms vox aG LM1 H CF]oWl VIC OITREI —� ool ryes 1: • PFl�i4a 1x11 �aM1M1lc +alcaw em fai CIW W[x a1 H w s .MOC A 1. ryi• e. ryUnEnrnoar RECTS� laa TanxaE 9 rtim•rlr Use n 1 " � p n b<7aLL I PT& 1 7 I, 1 3 ru We bnm 1_ �" p p itf I `•1; _____ i 4nr' Is p wry I I 4 b II -lyl "xr.... ' n •4 -5 & m B_REA.M9AS- T NOOK p ROOM S• _ " 3 V Kr2 3 -� i - \ % HALL __ IV 10 lt7AL0= p� MULL a : �.t ' WK �ygg .'� GIs t� N ' O _ I _ ' ' ____________ I 70 401r A p tl a B i r''� I-� 3 A AQ I I Qpa p — — _ 1 _ i a3 n n b T b e ]a 9AtH '7. u3 p n 5 M 14 ' / ! 1" ® I p p`1 M-M eoc,.�- n �. 6.1 L or .A--- IWm amw1EL is FAIFL am I3 �fkrr AC I Yaj a-CM214 is A\ 14 BAIIIIM 0 x FIRST FLOOR ELECTRICAL PLA.. -- HID50N VALLEY HOtff BUILDERS auES,snewcE Du; • DAre TZgVIEIOND er eE7afAi Ct y 2 STORY . 5b w46HAYxTON 6T • et= �acrt. =_ eni-A 4nee P6t ie:aOT M1f M FMW Ka I NY &®566 9 WWTm Yd�vYl P•M1 FW045 "V1141 REFER TO SHEET GN FOR NOTES D iETAL .yiv,PSn•yv... ash T Ki ELECTRIC PERTAINING TO THIS DRAWING. PLAN =`7�LL� . T R7TMA1'I Y NT iD5 TRAOC1Ys • CED_6G PIEW 3/Ib' =Y -Z' BZbi s- xaJk a I � I —_J :K n a >x M 's s a �e in T C) w D ° O U j O m m W g � � I� i P 'bbd 'J,9 eIOMG IF ,s:@ toe II .�mud r, k 1�0�19f� CtlCC= :�- 6L =<���- MUM nimnmiuiNi gjgRpjgjgjgjgjgjg5pjgggjgjgjgjgjgb 0000 -------- -gr: --- ----- --�luvCCCCCoWVaCCCu�3C � a II�I� SkkYY, k5CaYgCva:wosa �nnmm�n i�o numuuu�u w nummuiun Tw--- - �N�aNV s u:.Nasca a u� € € € € € €€ € € € € € € €€ € € v;u D A N Om 2� N � Z o� �A zZ �o m �g�s 1lJrt- m 5 �U3 =a 1�0�19f� �9�GE�lm� nimnmiuiNi 0000 oar�0000a�o II�I� �nnmm�n i�o numuuu�u w nummuiun v;u D A N Om 2� N � Z o� �A zZ �o m �g�s 1lJrt- m 5 �U3 =a REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWING. x BOILER EFFICIENCY RATING: MIN. 80% 3 V f '1 1 II' 14yo 11' HYD BEDROOM 12 ----------------------- B 14 CLOW REFER TO -ET GIN FOR NOTES PERTAINING TO THIS DRAWING. M'l E�172— �'I , i,; .,i 'Is ON "X - - - - - - - - - - - HALL BATH MASTER 0 BEDROOM BEDROOM 63 ifl* K'' n t2l Hyp SECOND FLOOR DD %=VA 5. GERAM K;M �-PA-M� MMSIMM 2 STMY 50 L DUEY ILD L3 'IT AM2-A 4� P" pea"T Ta RETAI 2M:- PLPL HEAT L, —T AH PLM 906DB C*4OM HOLLOW LM PMMAM VALLEY. NY IMIS PER504, STATE BUILDW, 5T�TEnOA GE0lr3E HOW M � 4, HEAT ff a-s4x-vl- o 6' 14YD I: — — — — — — — — — — --- --------------------- 1�z — --- 5EE)R-QCM 04 9 .3 BATM O 2' xY WHYD n- It II' 14yo 11' HYD BEDROOM 12 ----------------------- B 14 CLOW REFER TO -ET GIN FOR NOTES PERTAINING TO THIS DRAWING. M'l E�172— �'I , i,; .,i 'Is ON "X - - - - - - - - - - - HALL BATH MASTER 0 BEDROOM BEDROOM 63 ifl* K'' n t2l Hyp SECOND FLOOR DD %=VA 5. GERAM K;M �-PA-M� MMSIMM 2 STMY 50 L DUEY ILD L3 'IT AM2-A 4� P" pea"T Ta RETAI 2M:- PLPL HEAT L, —T AH PLM 906DB C*4OM HOLLOW LM PMMAM VALLEY. NY IMIS PER504, STATE BUILDW, 5T�TEnOA GE0lr3E HOW M � 4, HEAT ff a-s4x-vl- r O O O O L O N• Lb• O O LM y O O O O O w� O O 0 .1 O�= p p LI MRI TG O - O O "L7 0 O O -0 Q O m o v o 0 0 0 any 0 00 00 00 0 oo r'Or O Q ( D.W.V. - KITCHEN O.W.V. - BR 4 BATH/HALF BATH D.W.V. - M5TR BATH D.W.V. - HALL BATH D.W.V. - LAUNDRY D.W.V. - 3/4 BATH n (D uv . yr qL NR )rlaw °t m• Oi n w• ¢ b 1 b y • 0 6 O b• V] I O O Y O . Vi• OI b• JH• Oi O � � ... %.� O W.S. - KITCHEN W.S. - 8R 4 BATH/HALF BATH W.S. - MSTR BATH W.S. -HALL BATH W.S. - LAUNDRY wawv,E were aw wu Hrreri wTCle OurLr RTTNJe rAO oEeaartlal rAO ceeaErtlw ;� I 1-US• 0' ELL I V]• e0• ELL ) 1 -V]• EC ELL h• SO eTI1e:EEr ELL 1 3 I -V}• VrE h• tEE ' 4 Lh• Latl TIRI TT •Y ELL 1` i -N• eARTARY TEE elt• TEE i' - r LN• TEP r J/t• )'PI ' T M. M P -iRtP (eEE HOIE 1 JH1N• •O ELL e LV] ILJwJ e]FEP W GDO JNb/4•WY lE! e 1-v]• aenrlolrt w+un voaaw]• Tee W_ ]1MV11FV]•tl -b• PM~ - LEGEND L tl ] te• E11 - -- C0.D wren LIE! . b ]• m• ELL ___— 11m LATER LKe b ]• al,E were LJtA R )• LGG tlFn 1T W!x LKe i ;f. d' 6 ]• eA)e,aRl TEE )Ii MYfCiF VALE �: r r T¢ n )• P -TRAP IEEE MOLE d� ' b Y LRC !DEEP W GEIO ro 1RM�rz aW � � ivetq�P, ; ,. h Ygt•1RWr a9.IL± _ m calmer' mores - r. ,a eErv. •e•.0 ..o r«n.. ReE,. - /E o n;— {` a F;-0m ELL AR: ,r•e v �..o. En..nncL /� ,� �{ � .,- vELL w R rr r w AoroorcE mIx r.alueie - P \ �)•LLNSTWIiT •. 3• eArtlrA]er TEE �/7 �' . �SYn •� 'I�• � Y LQG EOEP V! e�� P 1w M! • • ITTOm. puel LK r0 z { ^III'• .l �� t C T YCIrARWr 6TLIG .. �'•-t ]O ; aaME !D[ReS - ARr 1BTQaM :p\ /S R •Lar. TUw EU r�ao .a„sru ra n.nuwn c, � g�W rnd -vr Err! )SJ�O -I?amE o�c lWMn� . T..I(E GT %`S •O• WE WRarf >G'C bN• LOG Ttsel . * Ii -._ 'l 5J11 -N• LC.L. Tldl bW1IY ewcwm J•slli• LOIG TIEN Y LVIAY CbbG tt .ppGrMl•eE •eE ,.� I rn I ,Ft _ FIDSON VALLEY FiA E BUILDERS Dw • DATE 1M P612J r eEwx n 4v] -.J• enlsn a °IO"o w°oo.,mw°.°: °°1 7 6TOKT same, soa4ce eora -A 4,xr Pae RsaFer Pw M D u can. Jav • om uocKtr 9t3 0146HplGTON BT , RARFALiIAY T! esuw a ,R ,V(m v m1 PaO,G )`Ya4.0 r"J eCREAeER D lB L TA K�6 T•5YUff� Ms�wl PAM' me7-0 N4p 6TITE AITIDIAL M TIaM6 TYPE more ncnt r rm.o mma n m enou w tt 00 ) R.. PL t ®QG ROSEMAM CANO" WXLX mn PEAT. ® e e ea •e,seaa .eeu Waal tt eaa- r1nTKC _ LOT 3 us m nE EE& - _ - .-.+rZ :✓ e - -u.• La•L :.rrx _____ . � e^_ MEET. 1 H!(M.YT VALLEY N1' 119 DRAEN BT. ID-T6 4t• s .. ..s_ .- ..L......c — .. r .. . _ . _ _ 'O,' r ,..��. r—+ -. _—� . -� 11 64f L E8 Y. -+.4t NY / CERPG HEKs 6TAE �i! A- " 3 001N G'. '•O' G °i! f 862 etalR TYPE: / f. r Q P J Z — J Q a 'xIOC FIRST FLOOR PLAN - BRACED WALL PANEL BRACED WALL LINE '3' ' 0• � L p '1 F' � � _I 15 -4 17-78 10' -5 L _. 0. 6 7LL _ 8 . oI . J. N • Q -lo t u _ __ __ ______ ------ — d Q—M _— _— _--- _ —_ —_— '. 3. - - - - -� r - - - -- Q T- I ! O i LL�_97— II._I3. LL -0 -17._ �I L' -0' BRACED WALL LINE 'L' SECOND FLOOR PLAN - BRACED WALL PANEL DESIGN POR CATE OF 90 KPH PANEL METHOD 13 T /le' Op p®At®10 OpaU 108 Y]]ev➢ /] ROIL W3 BsJ a M � ee8'ed. s r.r. r.ee>e rrrVUrOsNrunr uaJ. N.M. DATE REYIBIONB ®0O ®ds?EifFi� 5061 -A 4A PER I�GFAT �a 1 S062-0 ©® mv � PrP TFD88 �.� � G,�1.0 0 �m �le.7EE1T'I ODE LM0 ♦ ��� Et_5•�� ].7F1i1•EFP' K ���a IOF 16 eVLTD 8aL IA10] Ulei.=AO elSfD A A NaMUAY SiW(D iNL {UI 9602W8 areos+ =wok e�.uM.u. •Y 4�Pm=.� . � ��a•� fir. mi.,e3. ,, 1�xs. Yd a ys� y .r..w w,md M l,me9 e,s r b sawme .m, 2 .�elux�Wn� Ysr a �Y •ne .. Y ay.w. w Goa miraa Nde: 1. Typed cane are lost. per HT- R60210b 2. Typkd bored 9dl ponds art /R' in length end feat. pa Toth R602.3 (1) .r w< u x. x a °x=csa.°°"DVxi°pTne =mi x1�> 19 ousvi oaux oiwxva vALLEY HOME BUILDERS SALES, SERNCE 2 BTORT" 5b W.ABNMGTON 8T = nANFACnnztG PEW&ML, NY 10566 5 sMUrtes bduev�el Perk RVA L• lI,MS reyb., Pemylverue esn BRACED UTA.LL I�Y PAr•811 PL.]W LOT 3 rte-. + 1 NSD IL` OJ T4E r.EB PUTNAM VALLEY NY 1057_ V I SALES PERBLT�b aTATE. EUILDW-- ,_`Y5TETt5 GEOW 4 LEGEND BRACED WALL PANEL DUG • DATE REYIBIONB ®0O ®ds?EifFi� Nde: 1. Typed cane are lost. per HT- R60210b 2. Typkd bored 9dl ponds art /R' in length end feat. pa Toth R602.3 (1) .r w< u x. x a °x=csa.°°"DVxi°pTne =mi x1�> 19 ousvi oaux oiwxva vALLEY HOME BUILDERS SALES, SERNCE 2 BTORT" 5b W.ABNMGTON 8T = nANFACnnztG PEW&ML, NY 10566 5 sMUrtes bduev�el Perk RVA L• lI,MS reyb., Pemylverue esn BRACED UTA.LL I�Y PAr•811 PL.]W LOT 3 rte-. + 1 NSD IL` OJ T4E r.EB PUTNAM VALLEY NY 1057_ V I SALES PERBLT�b aTATE. EUILDW-- ,_`Y5TETt5 GEOW 4 LEGEND BRACED WALL PANEL DUG • DATE REYIBIONB BT SERIAL 5061 -A 4A PER I�GFAT PP 1 S062-0 4a4lft STAIE APPRT'AL PrP TFD88 �.� yDy T K WT DRNW BT. DATE: BGALE. TPAdC11Ya • CELI1Y.a NEK.uT, SD6. Q J Q 3 -'7- w L a oe u z a 1 a DESIGN FOR CATEGORY 'B• WIND SPEED OF 90 MPH PANEL METHOD 13 T /u' ape peuT�m op® roe lbRem N eem.ra� e� w vme a.mKma m.e. � le �,Wr�w�.rr ry.ryNr rbe pryr.r� P. © ®® mmm - ♦FE @� �.I,. 4� la)N r eime iii.... ...-+ rr r r u « w.� nx.x •-J w w..a .r rr rrr�u «.+r P«x �aww«w r.. rw.. w... ae r..•�..r « rr Pxr •.a r•.. «.w. w e r� BRACED WALL LINE '2' ( 'mom' •'�1°6 a rr.w _� .r. rrm.r r �~ u w �` .w x. Y«r. r a.•.... w� .+...w r.. w w ®•.... o s« rm.wa FIRST FLOOR PLAN — BRACED WALL PANEL BRACED WALL LINE '3' I7' -78' 10' -58' 15' -31' 10'_3. IP -IB' T -3 II'-IB0'3�' BRACED WALL,LINE •A' SECOND FLOOR PLAN — BRACED WALL PANS MM^ IL • �WSCN vF�LEY �IY3/� E.M1IEq'#RJC. PmaalaLL ' 2 StOFt1' 5b Ol45HDYatON 5T . nAwacnrat; NT 1Q>566 9 6uutts Y,ArYI Perk 7.4 eomfm e a 1e]rpJ, P sum szo>6 e D fd=T Ls teylw, Poxryly lu n .a raa+s me[w ra•rxrr Wc•Lx BRecm MALL CjNopus HOLLM , u- csr+ns wi r..'wr'.a ue �t PANEL PLN1 e TNAY T e1, GE� 9 5T anV LD 4: E.\ - e)2VI,S.I Y .IIE t tPD✓! RilE - r ceE.G& T : FI�OON N" t r. BRAGED WALL PANEL DUG a OEde: ft-ASZM meee ©o��m �0om1516�iZi ®a 10'_3. IP -IB' T -3 II'-IB0'3�' BRACED WALL,LINE •A' SECOND FLOOR PLAN — BRACED WALL PANS MM^ IL • �WSCN vF�LEY �IY3/� E.M1IEq'#RJC. PmaalaLL ' 2 StOFt1' 5b Ol45HDYatON 5T . nAwacnrat; NT 1Q>566 9 6uutts Y,ArYI Perk 7.4 eomfm e a 1e]rpJ, P sum szo>6 e D fd=T Ls teylw, Poxryly lu n .a raa+s me[w ra•rxrr Wc•Lx BRecm MALL CjNopus HOLLM , u- csr+ns wi r..'wr'.a ue �t PANEL PLN1 e TNAY T e1, GE� 9 5T anV LD 4: E.\ - e)2VI,S.I Y .IIE t tPD✓! RilE - r ceE.G& T : FI�OON N" t r. BRAGED WALL PANEL DUG a OEde: ft-ASZM D1' OERIAL D D 1. TTpkd an laden pa 8601.10.5 4 S Fm reanT PK em1-0 Ab eTATE APRm.'AL M1f 48' 2 bmc ea6 pooch are 1B' in krglh P Wfd . p. and (aslm per Tads R602J (I) NEAT, 3. 0 OWJW 6T. F-I�rP DATE. , TRAOCDA' • -;All 3/16• =1'-2• eQliG: CHD_RG'E1C n,_. 4' —__ el AAa rM.- — I 0 � 0 r - - - -- _ — _ — _ — - _ _ _ 3 a «ru•a I 1 0 — I LEGEND 10'_3. IP -IB' T -3 II'-IB0'3�' BRACED WALL,LINE •A' SECOND FLOOR PLAN — BRACED WALL PANS MM^ IL • �WSCN vF�LEY �IY3/� E.M1IEq'#RJC. PmaalaLL ' 2 StOFt1' 5b Ol45HDYatON 5T . nAwacnrat; NT 1Q>566 9 6uutts Y,ArYI Perk 7.4 eomfm e a 1e]rpJ, P sum szo>6 e D fd=T Ls teylw, Poxryly lu n .a raa+s me[w ra•rxrr Wc•Lx BRecm MALL CjNopus HOLLM , u- csr+ns wi r..'wr'.a ue �t PANEL PLN1 e TNAY T e1, GE� 9 5T anV LD 4: E.\ - e)2VI,S.I Y .IIE t tPD✓! RilE - r ceE.G& T : FI�OON N" t r. BRAGED WALL PANEL DUG a DATE ft-ASZM D1' OERIAL D D W62 -A 4 S Fm reanT PK em1-0 Ab eTATE APRm.'AL M1f TFL55 iTPE. P NEAT, 3. OWJW 6T. F-I�rP DATE. , TRAOCDA' • -;All 3/16• =1'-2• eQliG: CHD_RG'E1C n,_. 4' —__ el AAa rM.- — I ®-1 GENERAL NOTES PARCEL TAX MAP bESIGNATION: MAP:'61 A,'BLOCK''1,-LOT 6. 2. TOTAL AREA OF LOT 2: 7.061 ACRES. 3. SURVEY AND TOPOGRAPHIC DATA SHOWN HEREON IS TAKEN FROM THE A MAP PREPARED BY DONALD•J. DONNELY, L.S.R.C., ENTITLED: "TOPOGRAPHICAL SURVEY OF PROPERTY FOR LESTER ROSENBAUM, " DATED FEBRUARY 24, 1984. DATUM IS MEAN SEA LEVEL, NGVD 1929. 4. PROPERTY IS NOT LOCATED IN ANY 100 FLOOD ZONE, ACCORDING TO THE MAP PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, "FEMA ", FLOOD INSURANCE STUDY, DATED SEPTEMBER 4, 1987. 5. PREMISES SHOWN HEREON BEING LOT 6.3 AS SHOWN ON MAP ENTITLED: "SUBDIVISION OF PROPERTY KNOWN AS CANOPUS ' WOODS," FILED IN THE PUTNAM COUNTY CLERK'S OFFICE ON, AS MAP No. 3022A & 3022B. °i•i'A''.Zi'�n?F9 �R`ST�'M'Y 11Cf'°°.'�fr�'.,,3'L'�'M �.a}&`83,�,W'�`i fl�'iu%" `I' E �"��q,' d r 6rx iw e, kYa.4, ,�:`"'' —a �rP�`:�' y ,e.� L...,,��?�� {�� y + ` JY.'aR�' RU:t�H.:iS. i�...E.i9S�dk 6.:& �`[."` ..:G3i:i$ 4M^v?u«..'w'uokbY YY 'a`._'Lb....iiXA.T...Fi.1v3L�. .1:71MS4�A.'. "�i.. '�"v. z d v "Cx '�� �JFQ x4,...? .-A� �.. du34w�. vl` K. ev9E16Y1.[. �` ta' �.+ iA.#. A41Sv �w- r� t�,��,•� 4'�,$�`i 'r a #vLeACaVl'iRe'l1:eYLO`w�t9t:3. fndN � � �� � ��� : f p, ► I�a � � i min= CERTIFICATION OF CONSTRUCTION COMPLIANCE: "THIS IS TO CERTIFY THAT THE SEWAGE TREATMENT SYSTEM WAS CONSTRUCTED AS INDICATED ON THIS PLAN AND THAT THE SYSTEM WAS INSPECTED BY ME BEFORE IT WAS COVERED OVER. THE SYSTEM WAS CONSTRUCTED IN ACCORDANCE WITH ALL STANDARD RULES AND REGULATIONS OF THE PUTNAM COUNTY DEPARTMENT OF HEALTH AND THE NEW YORK STATE DEPARTMENT OF HEALTH" sil LOCATIC SUBSURFACE SE WA r'J' TD r . ':" __-- ..n �F :w PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES We I Pe M R, "Na"N "N "A AMR, KUNRI WELL COMPLETION REPORT Well Location Street Address: Town/Village: Tax Map # "G PS 61 -� -d,-4 -3 - - - t,) map Block Lot(s) Well Owner: Name: Address:- Use of Well: Resie(ential Public Su'pply' Air cond/heat pump _Irrigation 1- Primary Business Farm Test/monitoring —Other(specify) 2-Secondary Industrial Institutional Standby r. --- -- - - — Drilling Equipment _Rotary Cable percussion XCompressed air percussion _Other(specify) Well Type Screened _Open end casing X- Open hole in bedrock -Other Total Length 6RLft. Materials: X Steel Plastic Other Casing Details Length below gradeXt. Joints: Welded -,X—Threaded Other Diameter elo 1 n. Seal: )C Cement grout Bentonite Other Weight per foot o�f lb/ft Drive shoe: es No Liner: Ye No Diameter in Slot Size Length (ft) Dept to Screen (ft) IDeveloped? Screen Details First Yes No Second I. --dHours Well Yield Test —Bailed Pumped _L Compressed Air Hours Yield gPm Depth Date Me . asure from land surface-static (specify ft) During yiertr test (ft) Deptil of completed well In ft. U41 DA&) J QIVAI Well Log Depth From Surface Well Diameter If more detailed ft. ft. Water Bearing in Formation Description i 0 for Land ..urf@qe. descriptions or 0 sieve analyses 1 0 are available, SIA, please attach. A?4 k4& If yield was tested Feet Gallons Per Minute Pump/Storage Tank Information at different depths Pump Type Capacity_ during drilling Z16' I . SQQM Depth Model list: %15-Qfi�A Voltage HP Tank Type Volume 24 .. . ..... .. . Ii! 4� YK$ s ta ktp��s . . . . . . . . . . . . . . 's AA 1001AM!'I &, a CTI A'- .4 z 2, R 9.", Arfthli I'll ix' NOTE: Exact Location of well with distancesjo at least two permanent landmarks to be provided on a separate sheet/plan. an. White copy: HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WC-97 Rev. 3/06