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HomeMy WebLinkAbout0256DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 5. -1 -20 BOX 3 rm m all lt� I A i ..�.�. 00065 VOPUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVIC CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR SEWAGE TREATMENT SYSTEM PCHD CONSTRUCTION PERMIT # P cl -60 Located at 4 Pj g i- i j & R t d q �c, � �. y iid Town Owner /Applicant Name Re,�Jc R i d4;(4 of, , Tax Map T; Block / Lot 7-.0 Formerly Mailing Address Subdivision Name '3 -ri dic. lo i "'j5j a Ls'% fix Subd. Lot # % .t e- Date Construction Permit Issued by PCHD 10 - 2--S7-- O;- C- J 6Sccj Separate Sewerage System built by ( I � e li r �' Address ffr c 4.6 t, &15-i n css Ai l ; 8, ,e-�'jjtj' Consisting of 12-4 �& Gallon Septic Tank and ! ,1, s ,, P t TNT_ !:I, CL.�Z- Other Requirements: 1 ( F, Water Supply: Public Supply From Address or—;_� Private Supply Drilled by �; F i3e-,i, I J�o�s� !,,c Address es %+�C� �, v� 6ke-4. („ Building Type S i J eL►t g I Has erosion control been completed? Ly Number of Bedrooms -t Has garbage grinder been installed? /VO . I certify that the system(s), as listed, serving the above premises were constructed essentially as shown on the as- built plans (copies of which are attached), in accordance with the issued PCHD Construction Permit and approved plans and the standards, rules and regulations of the Putnam Countypepartment of Health. Date: Address /a. % Certified by 2 P.E. R.A. License # �—& 121 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 revocat'on, modificati or change is necessary. By: - Title: Date: White copy - HD Fi e; Ye o copy - Building Inspector; Pink copy - Owne ; Or copy - Design Professional Form CC -97 . / PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES WELL COMPLETION REPORT Well Location Street Address: Bridle Ridge Road Town /Village: Patterson Tax Map # Z0 Map Block Lot(s) GI?S ....__....a._ Well Owner: Name: Address: J. J. Sisca & Associates, Brewster. Business Park, Route 22, Brewster, NY 10509 Use of Well: 1- Primary 2- Secondary X Residential _Public Supply Air cond /heat pump _Irrigation Business Farm Test/monitoring —Other(specify) Industrial Institutional Standby Drilling Equipment X Rotary _Cable percussion XCompressed -air percussion _Other(specify) Well Type _Screened _Open end casing X Open hole in bedrock _Other Casing Details Total Length 52 ft. Length below grade- 51ft.. Diameter 6 in. Weight per foot 19 lb/ft Materials: X Steel Plastic Other Joints: ._Welded ..X Threaded •_,.. Other Seal: X Cement grout Bentonite Other Drive shoe: X Yes _ No Liner: _Yes X No Depth Date Measure from land surface - static (specify ft 30' Diameter in Slot Size Length (ft) Dept to Screen ft Developed? Screen Details First . I I = _Yes _No Hours Second I I Well Yield Test _Bailed X Pumped __L Compressed Air Hours 6 lYield 30 gpm Depth Date Measure from land surface - static (specify ft 30' During yield test (ft) 160' Depth of completed well in n. 230' Well Log If more detailed information descriptions or sieve analyses are available, please attach. Depth From Surface Water Bearing Well Diameter in Formation Description ft. ft. Land Surface 37 Drilling in o erburden cla y and boulders Hit rock at 3 ' 37 52 Drilling 52 230 Drilling in If yield was tested at different depths during drilling list: ns ver menu mp Type Lub_ pth 180' Itage 230 nk Tvoe WX21 e Tank Information Capacity 1 n,pr- Model 10GS10412 HP 1 Volume 91 va11 n -NOTE: Exact Location of well with distances to at least two permanent landmarks to be provided on a separate sheet/plan. White copy: HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WC -97 Rev. 3106 06 - C) C) L BRUCE k...'FOLEY.- LOFZUA MOLINAR R.N.' M.S.N. .I" Public Hcalth Dldelor Xmodws- Pwbtk ffeafth * D(rccror. Dfrtcror 4f PaUnt S4r DEPARTMENT OF HEALTH I Geneva Road Prowster, New York 10509 XayinamcaUl UWth (914)271.600 Fix (9-14) 271,7721 Hun4ag Urylw (914) 279-6551 WIC (914) 278-6679 Fix(914) 271-6015 rre4dool (914)279-64I7 F&x(914)27f'-WI E911 ADDRESS VERIFICATION FORM OWNERS NAME: TAX MAP NUMBER: E911 ADDRESS: TOWN: 13 t: '4a I A t a4, AUTHORIZED' TOWN OFMCIAL. (Signature) DATE: The -Putnam County Department off Health will not issue a Cei-tificatei:of" Construction Compliance unless the I 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 VE Pj?,M) -PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF. ENVIRONMENTAL HEALTH' SERVICES GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM _.. _ _ ­%, ..A; U. . J cavtkZr^ .Z�1 Owner or Purchas of Building Tax Map Block Lot Building Constructed by Location - Street Town/V4ktTge X50 &- L el L J1, I E If, Subdivision Name P %e, 4n l 7 Building Type.' Subdivision Lot # I represent that I.. am wholly and completely responsible for the location, workmanship, material, construction and-drain "age of the sewage - Treatment system serving tl0ab6ve- desci=ibed 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 'parr --of said '- sisterh cons`#ructed by ' me which fails'to operate ' fora 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 system. 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. _ Dated: Month -7 Day 7- Year r - General Contractor (Owner) = signature . Signature:'" Corporation Name (it corporation) Corporation Name (if corporation) Address: State /U , A Zip l r,�G� T Address: State, Zip l Form GS -97 YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 (914) 245 -2800 Albert H. Padovani, Director LAB #: 9.701771 CLIENT #: 60192 NON STAT PROC PAGE: 1 of 2 NUNES, MICHAEL SISCA NORTHEAST,1944 RT22 BREWSTER BUSINESS PARK BREWSTER, NY 10509 SAMPLING SITE: 48 BRIDLE RIDGE RD PATTERSON, NY COL'D BY: MICHAEL NUNES NOTES...: HOSE BIB DATE FLAG PROCEDURE DATE /TIME TAKEN: 10/30/07 12:00 DATE /TIME RECD: 10/30/07 11:35 REPORT DATE: 01/08/08 PHONE: (914)- 494 -2045 SAMPLE TYPE..: POTABLE PRESERVATIVES.:. NONE TEMPERATURE..: COLIFORM METH: MF RESULT NORMAL - RANGE PUTNAM CNTY PROFILE 10/30/07 MF T. COLIFORM ABSENT /100 ML ABSENT 11/05/07 LEAD (IMS) <1 ppb 0 -15 ppb 11/07/07 NITRATE NITROG 1.17 MG /L 0 - 10 11/01/07 NITRITE NITROG <0.01 MG /L 1.0 MG /L 11/01/07 IRON (Fe) <0.060 MG /L 0 -0.3 mg /l 11/02/07 MANGANESE (Mn) 0.365 MG /L 0 -0.3 mg /l 11/02/07. SODIUM (Na) 3.01 MG /L N/A 11/01/07 pH 7.0 UNITS 6.5 -8.5 11/02/07 HARDNESS,TOTAL 164 MG /L N/A 11/05/07 ALKALINITY (AS 144 MG /L N/A 11/05/07 TURBIDITY (TUR <1 NTU 0 -5 NTU METHOD SM 18 -20 9222B SM 18 -19 3113B SM18- 20450ONO3 SM18- 20450ONO2 SM 18 -20 3111B SM 18 -20 3111B SM 18 -20 3111B SM18 -20 4500HB SM 18 -20 2340C SM 18 -20 2320B SM 18 (2130B) COMMENTS: MFTC THESE RESULTS INDICATE THAT THE WATER (WAS),(WAS NOT) OF A SATISFACTORY SANITARY QUALITY ACCORDI HE NEW YORK STATE AND EPA FEDERAL DRINKING WATER STANDARDS, FOR THE PARAMETERS TESTED, AT THE TIME OF COLLECTION: Pb /Cu LEAD limits for p EPA Lead & Copper than 100 of their than 15 ppb and a treatment must be potential. iblic schools are set at 15 ppb. Rule for Public Systems requires that no more distribution points have a LEAD value of more COPPER value of 1.3 mg /L, else water undertaken to reduce the waters corrosive Fe /Mn If both iron and manganese are present, their total value combined shall not exceed 0.5 mg /L. 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 YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 (914) 245 -2800 Albert H. Padovani, Director LAB #: 9.701771 CLIENT #: 60192 NON STAT PROC PAGE: 2 of 2 - ��- ��------------------------------ --------------------------------- - - - - -- NUNES, MICHAEL SISCA NORTHEAST,1944 RT22 BREWSTER BUSINESS PARK BREWSTER, NY 10509 DATE /TIME TAKEN: 10/30/07 12:00 DATE /TIME REC'D: 10/30/07 11:35 REPORT DATE: 01/08/08 PHONE: (914) - 494 -2045 SAMPLING SITE: 48 BRIDLE RIDGE RD SAMPLE TYPE..: POTABLE : PATTERSON, NY PRESERVATIVES: NONE COLD BY: MICHAEL NUN ES TEMPERATURE..: NOTES...: HOSE BIB COLIFORM METH: MF DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD 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. 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) SUBMITTED BY: Albert H. dovani, M.T.( SCP) Director ELAP# 10323 YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heiahts, N.Y. 1059E (914) 245 -2800 Albert H. Padovani, Director LAB #: 9.701993 CLIENT #: 60552 NON STAT PROC PAGE: 1 of 1 ------------------------- ~ ---- ---- ~ ------- ~~~ ------------------------- SISCA NORTHEAST INC DATE /TIME TAKEN: 12/28/07 09:00 1944 ROUTE 22 DATE /TIME RECD: 12/28/07 10:00 BREWSTER, NY 10509 REPORT DATE: 01/08/06 PHONE: (845) - 279 -6111 SAMPLING SITE: 48 BRIDLE RIDGE RD SAMPLE TYPE..: POTABLE : KITCHEN TAP PRESERVATIVES: NONE COLD BY: LORRAINE XAVIER TEMPERATURE..: NOTES...: COLIFORM METH: N/A DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD 01/07/08 MANGANESE (Mn) COMMENTS: FAX TO 845 -279 -7410 0.265 MG /L 0 -0.3 ma /1 SUBMITTED BY: Albert- . Padovani, M.T.(ASCP) Director SM 18-20 31119 ELAP# 10323 Harry W. Nichols Jr., P.E. P.O. Box 252 Brewster, NY 10509 Tel (845) 855 -9275 February 13, 2008 Michael J. Budzinski, P.E. Director of Engineering Putnam County Health Department 1 Geneva Road Brewster, New York 10509 Re: Individual SSTS Compliance — Lot #7 48 Bridle Ridge Road Patterson, NY TM # 5. -1 -20 Dear Mr. Budzinski: Enclosed are the following: 1. Five (5) prints of Drawing S -7, "As -Built SSTS ", dated 02- 07 -08. 2. "Certificate of Construction Compliance for Sewage Treatment System ", dated 02- 03 -08. 3. Three (3) copies of "Guarantee of Subsurface Sewage Treatment System ", dated 02- 07 -08. 4. Laboratory Reports, dated 01- 08 -08. 5. "Well Completion Report", dated 08- 07 -06. 6. Application Fee in the amount of $300.00 payable to Putnam County Health Department. 7. "E -911 Address Verification Form ", dated 02- 06 -08. If there are any questions concerning the enclosed, please call. Very truly yours, Harry W. Nic s Jr., P.E. HWN:gav 00- 005.07 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health Harry Nichols, P.E. Patterson Park, Ste 106 2050 Route 22 Brewster, NY 10509 Dear Mr. Nichols: DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health August 24, 2006 Re: Field Inspection — Bridle Ridge Est. Partners Bridle Ridge Rd, (T) Patterson T.M. # 5.4-20, Lot # 7 A re- inspection at the above referenced property has been completed. The following comments need to be addressed: 1. The footing drain discharge pipe was not found upon inspection. OV0 t2I l° e) between the house and the SSTS� 1 ✓9 6 ✓A LL t 2. It appears a retaining wall maybe required b J 3. At this time the SSTS can be backfilled. The corners of the system must be stalked along with the septic tank. If you have any further questions, please contact me at (845) 278 -6130 ext. 2261. GDR:kly Sincerely, Gene D. Reed Senior Environmental Engineering Aide 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 V i i:iii DVVµVll \lK{.V Vi;i.710.VV11 ►V.111. { { / / c N Natural soil not stepped d s stone, .lirush, ;etc ;greater t than 1 5' fro' STS area Cl snstalled level c 10' minimum from fo undation. f . .,.... . ... ...,... d Distrb`.ution Boz l All outlets at same elevation- vatertesterl dbelow ..... .......:....: 2 Protecte 3 Nli im tz uM.; s6il between'>box, i trenches . e Junction Boz pr perlyrset ...... ::.:.:. 6 „renc es I. Length required installed �'7, 2 Distance to watercourse easurb -10 o Ft.: ... . 4: Slo ae of trend h�acg eo able 1/16 1/32" /foot P P ...from property line 20 ft foundations . . 6. Depth of trench <30: mhes,from:surface:.:. :. 7; Room allowed for expansion, 100 %: QlG–� �y . 8' Si azf graveA.3 A 1? .2 chile s e'r clean ................... 9.. Depth of gravelin trench .1.2 "° M==. ...... 10 Pipe endsuca ed :., :.......::...:..::..::...::: pp ....... g .Puma or rposed Systems .+.... r ...=.t.......,.+�...... ................ ....... 2 'Cverflow tank.... . .:........... ........ ..........:. ylam,sial/audio ° 1 ........ =4 Pump easily accessible; manhole to grade.. ............... 5 .:First'bokbaffie:&' ..:...:.........:. 6 C�yycle witessed:by HD.estimated:flow /cycle . MLA ' a H telocatecl per approved plans B.– its IV. Well t Well located as per approved plans ........................ . b Distance from STS area measured .4-.10 p ft....:..::.: C. Casing<18" above: grade.............. :..:...... :...... d �;�urface drainagearound�well,; acceptable ....................... V. Overall W,oe anshiu . a. Boxes:properlygrouted. ........... .............. ... ........ .. b. All pipes parti4ybadI filllled ....................... c All pipes flush.? —.m -n 'ide.of box... . ............................ d , Ba6l fiU material contains stones <4" ;diameter .............. e Curtain drain; & - standpipes installed:according to plan.. f. Curtain drain;outfall :protected :& ditto exist watercourse g Footing drains discharge:-awayfromSTS &6 a h. Surface.water protection adequate ........:.................. ........ i. Erosion.control prov ided .......................... ... .:.................... .Rev. :12/02 i 'pfJ wca�f � N.'..- r b L� PAW, i ®w®® 0 , W, LI W® - MUM ®MOM .+.... r ...=.t.......,.+�...... ................ ....... 2 'Cverflow tank.... . .:........... ........ ..........:. ylam,sial/audio ° 1 ........ =4 Pump easily accessible; manhole to grade.. ............... 5 .:First'bokbaffie:&' ..:...:.........:. 6 C�yycle witessed:by HD.estimated:flow /cycle . MLA ' a H telocatecl per approved plans B.– its IV. Well t Well located as per approved plans ........................ . b Distance from STS area measured .4-.10 p ft....:..::.: C. Casing<18" above: grade.............. :..:...... :...... d �;�urface drainagearound�well,; acceptable ....................... V. Overall W,oe anshiu . a. Boxes:properlygrouted. ........... .............. ... ........ .. b. All pipes parti4ybadI filllled ....................... c All pipes flush.? —.m -n 'ide.of box... . ............................ d , Ba6l fiU material contains stones <4" ;diameter .............. e Curtain drain; & - standpipes installed:according to plan.. f. Curtain drain;outfall :protected :& ditto exist watercourse g Footing drains discharge:-awayfromSTS &6 a h. Surface.water protection adequate ........:.................. ........ i. Erosion.control prov ided .......................... ... .:.................... .Rev. :12/02 i 'pfJ wca�f � N.'..- r b L� PAW, i ®w®® 0 , W, LI W® - MUM ®MOM Well Location Street Address: Bridle Ridge Road Town /Village: Patterson Tax Map # z.o Map Block Lot(s) GPS Well Owner: Name: Address: J. J. Sisca & Associates, Brewster Business Park, Route 22, Brewster, NY 10509 Use of Well: 1- Primary 2- Secondary X Residential _Public Supply Air cond /heat pump _Irrigation Business Farm Test /monitoring —Other(specify) Industrial Institutional Standby Drilling Equipment X Rotary _Cable percussion XCom pressed. air percussion _Other(specify) Well Type _Screened _Open end casing X Open hole in bedrock _Other Casing Details Total Length 52 ft. Length below grade- 51ft.. Diameter 6 in. Weight per foot 19 lb /ft Materials: X Steel Plastic Other Joints: Welded X Threaded Other Seal: X Cement grout Bentonite Other Drive shoe: X Yes _ No Liner: _Yes X No Screen Details Diameter (in) Slot Size Length ft Dept to Screen (ft) Developed? First . I I _Yes _No Hours Second I I Well Yield Test _Bailed X Pumped X Compressed Air Hours 6 Yield 30 gpm Depth Date Measure from land surface - static (specify ft) 30' During yield test (ft) 160' Depth of completed well in ft. 230' Well Log If more detailed information descriptions or sieve analyses are available, please attach. Depth From Surface Water Bearing Well Diameter (in) Formation Description ft. ft. Land Surface 37 Drillin in o erburden claZ and boulders Hit rock at 3 ' 37 52 Drilling ' Q 52 230 Drilling in rock aranite If yield was tested at different depths during drilling list: Feet Gallons Per Minute Pump /Storage Tank Information Pump Type §U_b_ Capacity 1(lcq m Depth 180' Model 10GS10412 Voltage 230 HP 1 Tank Type WX255 Volume ons Date .Well Completed 3/29/06' Well Driller PC Certificate #: 01Q NY State # NYRD10`10S Date of Report pump Installer PC.C6ftific6te;i #024 ` NY, State # NYRD10105 Well iDri llecName &, Adtlress ;. P F; Beal &Sons, Putnam Avenue; Drewster.;:< NY. 10509.. ,Phi Well D slg�iatur iv p Jal DI mn lnc4nllni-i:Alnmn.R:'&rl ?Irocc% 0 umn4nst Iler(sian u�el NOTE: Exact Location of well with distances to at least two permanent IandmarKs to ue provided on a separate sneetrpian. White copy: HD File; Yellow copy.- Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WC -97 Rev. 3/06 Ali Az 'Y�s \-''� r.. d^ 30 S PROI TAX o� DIMENSION CHART (in feet) Number ,A g I �3. 00,, 20. 00� 2 55-00 3P� • 00 3 , 5f5. 00 , 42 .00 , 4 , Cv2 .00 4"1 . 00, 5 5 . 00 52 .00 . 1c). oo 5"1 .00/ 7 74.02 co, 8 T .00; � �8 oo, 5 10) .001 3� . 00, 10 103.20, X2.00, 1 1 105 .00, i ..20, 12 i 2-1 . 00, 5 2 .00 , 13 110,00 5"I .00 , 14 115-00 / (0 3. 00 , 15 1 1 (o .00 ; 6)b, Oo , 1 (o 5-1 . o0 °> 5. 00, 17 , 51 .0O °J I . oo 18 / .4(4.00/ eo , 02, i 9 . 50.00, 9> . 00 , 20 , 00 &- 1 . 00 , 2f 3�,OO 5P�00 S 8(00 44 Signatur n �tl I acknowledge receipt of this report: SIGNATURE; 02/96 Title. — SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINAR1, RN, MSN Associate Commissioner of.Health Harry Nichols, P.E. Patterson Park, Ste 106 2050 Route 22 Brewster, NY 10509 Dear Mr. Nichols: DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health June 28, 2006 Re: Field Inspection — Bridle Ridge Est. Partners Bridle Ridge Rd, (T) Patterson . T.M. # 5.4-20, Lot # 7 An inspection at the above referenced property has been completed. The following comments must be corrected in the field. _ 1. The expansion are has been filled with dirt and wood chips. This is not considered Run -of -Bank Fill. The dirt and wood chips need to be removed from the expansion area. This department must be contacted at the number below for inspection when the removal has been completed and prior to the placement of Run -of -Bank fill. 2. It appears the existing established driveway may encroach upon the proposed expansion area. 3. A bedroom count needs to be performed by this Department. 4. The footing drain discharge pipe was not found upon inspection. If you have any further questions, please contact me at (845) 278 -6130 ext. 2261: GDR:kly Sincerely, Gene D. Reed Senior Environmental Engineering Aide 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 InterventioniPreschool (845) 278 -6014 Fax (845) 278 -6648 JUN -22 -.2006 12:59 PM HARRY W NICHOLS 914 279 4567 P.01 PMAM COUNTY DEPARTIIfT OF UALTI ( BMSION OF ENVIRONMENTAL HZALTS SERVICES RR IM.m,T PDRENAT, INSPECTION For: Fill bate: 4.` g14— Q 4L Trenches 00-00.5- PCHD C o n s > t m o t i o n PP a-00 0 Located: l- iris �� +►�►rrs� Owner /Applicant Name: tir . t1 �� � TM - Block �_ Lot Formerly: Subdivision Name: 9 1� j 1. Subdivision Lot # Is system 811 completed? Date: Is system complete? +► r Date: 4-1a—L& Is system constructed as per plans? Is well drilled ?. Date: Is well located as per plans? Are erosion eontrol'measures in place? I certify that the system(s), as listed, at the above premises has been constructed and I have inspected and -verified their completion in accordance with the issued PCHD Construction permit and approved plans and the Standards, Rules and Regulation of the Putnam County Department of Health. Date: C.. — -3 `0 Ce Certified by PE ..�/RA D Profession Address: +�G.12 Comments: FOR: ❑ ADAM XGENE (NAME) Form FIR -99 Tiw- as - aAAf; THH 11:54 TEL:845 -278 -7921 NAME:PUTNAM COUNTY DEPARTMENT OF P. 1 V'NAM COUNTY DEPARTMENT OF HEALTH SION OF ENVIRONMENTAL HEALTH SERVK CONSTRUCTION PERMIT FOR SEWAGE TREATMENT SYSTEM PERMIT # P q -O 6 Located at Ac'-J Subdivision name 9-,Lt Subd. Lot # 7_ Date Subdivision Approved "212-4 8 Owner /Applicant Name Mailing Address i! Town or ge 41?y&rs Q �3 Tax Map ' Block __ Lot ZO Renewal Revision /Date of Previous Approval 2,4 J) (c �� f� V c s lei -zip jo �o C� Amount of Fee Enclosed Building Type 1\ L 1 Lot Area j 39 1 No. of Bedrooms Design Flow GPD_jqqG Fill Section Only Depth Volume PCHD NOTIFICATION IS RE UIRED WHEN FILL IS COMPLETED Separate Sewerage -System to consist of 12 S6 gallon septic tank and Other Requirements: / rr t To be constructed by Address Water Supply: Public Supply From Address or: Pl'*" Private Supply Drilled by Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage 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 Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. Signed: Address R.A. Date O License # / ?.A 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 whe considered necessary by the Public Health Director. Any revision or alteration of the approved pl requires a new pe t. proved discharge of domestic sanitary sewage onl . 7 Z,-/., r By: Title: 0 Date: 5� White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Profesgional Form CP -97 Harry W. Nichols Jr., P.E. Patterson Pack, Suite 106 2050 Route_ 22' Brewster, NY 10509 Telephone (845) 279 -4003 Fax (845) 279 -4567 Date: To: Job No.: R via �'1 L Aqvi tiv— 00 —OOS .Project ,le — P., da, Attention: Q Gentlemen: We enclose 67co p p ies of: � 8/W Prints Reproducibles Reports Tracings Specifications Memor Co o etter. Description: ©e ate. J� Descriotion: Revision/Date No. Sent Via: v Our Messenger Your Messenger Copy to Blueprinter First Class Mail Special Delivery Hand Delivery Very truly yours H rrv:jti ols Jr., F.E. ,54 4 /,e-, 3- 14 -U /S'- . Harry W. Nichols Jr., P.E. Patterson Park, Suite 106 2050 Route 22 / Brewster, NY 10509 Telephone (845) 2794003 Fax (845) 2794567 10- ag- Date: dry. j' To: t3 C I� Job No.: 00-005 Project %�i^o os�c�. S -S-T -5 cl - • Attention: Rri ✓V' 0 rvt. L Gentlemen: We enclose ( -4) copies of 'B/W Prints Reproducibles Reports Tracings Specifications Memorandum Copy of letter J� Descriotion: Revision/Date No. Sent Via: v Our Messenger Your Messenger Copy to Blueprinter First Class Mail Special Delivery Hand Delivery Very truly yours H rrv:jti ols Jr., F.E. ,54 4 /,e-, 3- 14 -U /S'- . PUTNAM �; f :.f r r i+�` r t i ta^rc t t •�, � a i•r DIVIS:TON O VIRON`1VIE CONSTRUCTION PERMIT FOR a 3� IT w t t r Located at r k f i ;,: = t,, r,: A f�a f Al Subdivision iiamel �i F R «b �°Subd Lot # Date S;ubdiusiori Approved Owner. Applicant Name t PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES LETTER OF AUTHORIZATION RE: Property of Located at T/� / a s o �► Tax Map # 57 Block % Lot _ 7— Subdivision of Subdivision Lot # 7 Filed Map #3�3 Gentlemen: This letter is to authorize Date Filed :2/2-1 a duly, licensed Professional Engineerr 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, and to sign all necessary papers on my behalf in connection with this matter and to supervise the construction of said wastewater tretment and/or water supply systems in conformity with the provisions of Article 145 and/or 147 of the Education Law, the Public Health Law; and the Putnam County Sanitary Code. Countersigned: P.E., R.A., # Mailing Address U 2`L 51 A State Zip to 5,0 9 Telephone: -g�,-7 6j - 400 3 Very truly yours, Signed: (Owner of Property) Mailing Address: &-c c g;t, 5-S, P,2,r k State •) Zip___(6 �0 Telephone: Form LA -97 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: To ge Tax Grid # Q. t G1 �1-e.,44J / R ,0,5 p-" Map j Block I Lot(s) ,ZQ Well Owner:. Name-rr Address: bug Use of Well: !/Residential Public Supply Air /Cond/Heat Pump Irri ation 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 gp 0 gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling New Supply (new dwelling) Deepen Existing Well Detailed Reason .pc- -e— for Drilling Well Type Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No !/ Is well located in a realty subdivision? ...................................... ............................... Yes 4,�--No Name of subdivision Lot No. Water Well Contractor: �'� j' Address: ----"- Is Public Water Supply available to site? ................................. ............................... Yes No Name of Public Water Supply: Town/Village -`-- Distance to property from nearest water main: Proposed well location & sources of contaminatio be provided on separate s et/p Date: �= a..�– D Applicant Signature: v 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 el driller certified by Putnam County. Date of Issue Permit Issuin ici . Date of Expiration a Title: Permit is Non- Transfe rali e White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 February 28, 2005 Robert Morris, P.E. Putnam County Health Department 1 Geneva Road Brewster, NY 10509 RE: SSTS Renewal - Lot # 7 Bridge Ridge Estates Bridle Ridge Road Patterson, NY T.M. # 5. -1 -20 Dear Mr. Morris: Harry W. Nichols Jr., P.E. Patterson Park - Suite 106 2050 Route 22 Brewster, NY 10509 Tel: (845) 2794003 Fax: (845) 279 -4567 Email: hnengineer@aol.com Enclosed are the following: 1. Five (5) prints of Drawing SS -7, "Proposed SSTS ", revised 02/28/05. 2. "Construction Permit Application ", dated 02/28/05. 3. "Well Permit Application ",dated 02/28/05. 4. Letter of Authorization. 5. Application Fee in the amount of $400.00. Kindly process the enclosed renewal at your earliest convenience. Very tru y yours, Harry W. Nic s Jr., P.E. HWN:gav 00- 005.07 AM COUNTY DEPARTMENT OF HEALTH ISION OF ENVIRONMENTAL HEALTH SERVICE 3N , CONSTRUCTION PERMIT FOR SEWAGE TREATMENT SYSTEM PERMIT # P OJ - 0 d Located at Subdivision name � �-*Subd. Lot # Date Subdivision Approved 2 / -2— 1 J 9 q' Owner /Applicant Name Mailing Address _4J Town or ge Tax Map Block _� Lot Za Renewal i,`_ Revision Date of Previous Approval ,, `` 412--4)12— �Z s Jl � Zip 0 5�O�' GJ Amount of Fee Enclosed 40 d Building Type s ���c�z Lot Area J,3`f No. of Bedrooms_ Design Flow GPD 00 Fill Section Only Depth Volume t �werage (em ,Syst,'to consist of % Z �(�_ gallon septic tank and Z a, Other Requuements:. To be constr fcipd by `I Water Suuoly: PL or: _ `Private'­.. upply Address Supply From Address by 7- 9) f Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage 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 Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written - guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. Signed: Address R.A. Date 2 - �28 � G License # �'� j 2`t 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 pwnt considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new pe Appro for disch g of domestic sanitary sewage only. By: Titlej /` Date: White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CP -97 ,r G- STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1 -000 I GEORGE_ E. PATAKI May 24, 2005 GOVERNOR Mr. Jim Novic Director of Engineering Signature Building Systems, Inc. 1004 Springbrook Avenue Moosic, PA 18507 Dear. Mr: Novic: RANDY A. DANIELS SECRETARY OF STATE RE: M 1370 -03 -001 RENEWAL System approval - CONDI'TIONA.L M 1370 -05 -008 MODIFICATION. This letter.-is to confirm that your request for system modification designated M 1370 -05 -008 has been approved and became part of original system approval designated .M 1370 -03 -001. The enclosed set of plans has been sealed with Department's Seal of Approval and is to be incorporated into the approved system plwis. '.l be conditions of approval has been _amended as per requested. modification. 'This letter further affirms that in reference to your written request dated December 17, 2004, your o.rigi nal approval dated January 9, 2003 to construct Factory Manufactured Detached One- and Two-Family Dwellings and Multiple Single - Family Dwellings (Townhouses) System of Models designated M 1370 -03 -001, is hereby renewed as authorized under 19 NYCRR 1209. This approval will remain in effect until January 9, 200'.' unless sooner revoked, and is subject to renewal thereafter. .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 Classification is limited as follows: la. Seismic Design Category A, B, or C for Detached One- and Two- Family Dwellings. 1b. Seismic Design Category A or B for Multiple Single - Family Dwellings (Townhouses). . 2. The basic wind speed of .a locality is less than .110 mph. 3. The ground snow load is not in excess of 65 psf. 4. The discrete models derived from system are restricted to non- electric heating systems only. WWW.005.5TATE.NY.U5 ' E-MAIL: INFO @DOS.STATE.NY.U5 Mr. Jim Novic May 24, 2005 Page 2 of 3 Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: 1.The 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 registered in New York State and is to bear that architect or engineer's certification that "the 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 conditional 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 drawings and this conditional approval letter 1. 1.2 Elevations 1. 1.3 Floor plans which convey the information on: - Required and provided light, ventilation, egress, window and door schedules - Unambiguous identification of structural members and connections - Identify type and locations of braced walls - Smoke detectors, carbon monoxide alarms, 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. Mr. Jim Novic May 24, 2005 Page 3 of 3 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. S. 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 Nen, York State. Deficiencies will be reported to Future Home Technology, Inc. and are to be promptly addressed. The approval is indicated by the New York State Department of State "Stamp of Approval" placed on the originally submitted set of plans and by this qualifying letter dated January 21, 2005. 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. U Enclosure (Set of.plans) Attachment (Reconciliation of Approval Fees) W Charles Osterday, NTA:Inc. w/o attachment File 03- OO1CALrenewal_mod.wpd Sincerely, ,..*� Ronald E. Piester, R.A. Director Division of Code Enforcement and Administration Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: M:\2005\RES CHECK\250295.rck PROJECT TITLE: LOT 7 SPEC COUNTY: Putnam STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non - Electric WINDOW / WALL RATIO: 0.17 DATE: 08/09/05 DATE OF PLANS: 8 -8 -05 PROJECT DESCRIPTION: SISCA NORHTEAST - TWO STORY DESIGNER/CONTRACTOR: SIGNATURE BUILDING SYSTEMS, INC PROJECT NOTES: R -19 FLOOR INSULATION TO BE INSTALLED AND SUPPLIED ON SITE BY OTHERS. COMPLIANCE: Passes Maximum UA = 659 Your Home UA = 616 6.5% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R--Value R -Value U- Factor DA Ceiling 1: Flat Ceiling or Scissor Truss 2862 30.0 0.0 100 Wall 1: Wood Frame, 16" o.c. 468 19.0 0.0 19 Window: 3052: Vinyl Frame, Double Pane with Low -E 34 0.360 12 Window: 3052: Vinyl Frame, Double Pane with Low -E 34 0.360 12 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Door: 3 -0: Solid 43 0.160 7 Wall 2: Wood Frame, 16" o.c. 358 19.0 0.0 18 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Door: 2 -8: Glass 19 0.280 5 Wall 3: Wood Frame, 16" o.c. 468 19.0 0.0 23 Window: 2432: Vinyl Frame, Double Pane with Low -E 9 0.360 3 Window: C335: Vinyl Frame, Double Pane with Low -E 20 0.360 7 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 6 -0 SLIDING GLASS DOOR: Glass 40 0.360 15 Wall 4: Wood Frame, 16" o.c. 358 19.0 .0.0 18 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Window: 2452: Vinyl Frame, Double Pane with Low -E 14 0.360 5 Window: 2452: Vinyl Frame, Double Pane with Low -E 14 0.360 5 Wall 5: Wood Frame, 16" o.c. 576 19.0 0.0 25 Window: 3052: Vinyl Frame, Double Pane with Low -E 34 0.360 12 Window: 3052: Vinyl Frame, Double Pane with Low -E 34 0.360 12 Window: SE6035: Vinyl Frame, Double Pane with Low -E 20 0.360 7 Window: 3052: Vinyl Frame, Double Pane with Low -E 34 0.360 12 Window: 3052: Vinyl Frame, Double Pane with Low -E 34 0.360 12 Wall 6: Wood Frame, 16" o.c. 318 19.0 0.0 19 Wall 7: Wood Frame, 16" o.c. 576 19.0 0.0 27 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Window: 2032: Vinyl Frame, Double Pane with Low -E 7 0.360 3 Window: 2432: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Window: 3052: Vinyl Frame, Double Pane with Low -E 17 0.360 6 Wall 8: Wood Frame, 16" o.c. 318 19.0 0.0 19 Floor 1: All -Wood Joist/Truss, Over Unconditioned Space 2862 19.0 0.0 135 COMPLIANCE STATEMENT: 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 New York State 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 specifications are in compliance with this Code. Builder/Designer Date? :S REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 08/09/05 PROJECT TITLE: LOT 7 SPEC Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: 2. Wall 2: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: 3. Wall 3: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: 4. Wall 4: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: 5. Wall 5: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: 6. Wall 6: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: 7. Wall 7: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: 8. Wall 8: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: Windows: 1. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 2. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 3. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 4. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 5. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 6. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] . 7. Window: 2432: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 8. Window: C335: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ J No Comments: [ ] 9. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 10. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 11. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 12. Window: 2452: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 13. Window: 2452: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 14. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 15. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 16. Window: SE6035: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 17. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments: [ ] I 18- I I [ ] i 19. [ ] I 20. I [ ] I 21. [ ] I 22. I I I [ ] I 23. [ ] I 24. I ( I [ ] I 25. 26. Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ J Yes [ ) No Comments: Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window: 2032: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window: 2432: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window: 3052: Vinyl Frame, Double Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door: 3 -0: Solid, U- factor: 0.160 Comments: 2. Door: 2 -8: Glass, U- factor: 0.280 Comments: 3. 6 -0 SLIDING GLASS DOOR: Glass, U- factor: 0.360 Comments: Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss, Over Unconditioned Space, R -19.0 cavity insulation Comments: I Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] ( Recessed lights must be 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, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] I Required on the warm -in- winter side of all non - vented framed ceilings, walls, and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can. be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R- values and glazing U- factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R -8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces (except basements) must be insulated to R= [ ] I Return ducts in unconditi oned spaces (except basements) must be insulated to R -2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic - plus - embedded - fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. i Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] ( Fireplaces must be installed with tight fitting non - combustible fireplace doors. [ ] I Fireplaces must be provided with 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: [ ] I Water heaters with vertical pipe risers must 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. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps require a time clock. . Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation .Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non - Circulating Runouts 'rc Ala ing`Mains and Runouts Temperature (Fl U,R to I„ Up to 1.25" 1.5" to 2.0" Over T! 170 -180 0.5 1.0 1.5 2.0 140 -160 0.5 0.5 1.0 1.5 100 -130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Ines Range ( F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201 -250 1.0 1.5 1.5 2.0 120 -200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40 -55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 516NATUP,T PULPIN6 5y5TFM5 1004 5pringbrcnk Avenue, Moasic, Pa, 15507 tel. ( 570) 774-1000 fax,( 570) 774 -1010 APPLICABLE STATE BUILDING CODES: DESIGN LOADS: TWO STORY PROD. ID P. 250295 SERIAL M. — LIVE LOADS NEW YO NON SLEEPING AREA - 40 PSF NY ENERGY CONS. CONOWcTION CODE. SLEEPING AREA - 30 PSF 20D2 EDITION EXTERIOR BALCONIES - 6D PSF 1999 NATIONAL ELECTRICAL CODE STAIRS - 40 PSF • RESIDENTIAL. CODE OF NEW YORK STATE- • OR 300 LB CONCENTRATED LOAD ACTING OVER AN I 2002 EDITION OF 4 SC-IN. WHATEVER PRODUCES GREATER STREf DESIGN CRITERIA: ROOF - GROUND SNOW LOAD 450 65 USE GROUP: ATTIC - 20 PSF FOR ROOF WITH SLOPES 1 8 2 FAMILY DWELLING GREATER THAN 311Z AND 30 PSF CONSTRUCTION FOR ROOFS WITH 12/12 PITCH CLASSIFICATION: OR WITH HABITABLE SPACE 581 WOOD FRAME DEAD LOADS_ (UNPROTECTED) 10 PSF OR ACTUAL WIND LOADS ' 90 MPH ® 100 MPH 0 110 MPH 0 120 MPH 0 EXPOSURE AO BO co SEISMIC DESIGN CATEGORY SITE CLASS D FILLED IN BOXES INDICATE SPECIFIC 1 b 2 FAMILY DWELLING A 0 B 0 C 0 DESIGN CRITERIA FOR THIS HOUSE " MULTIPLE SINGLE FAMILY DWEWNGSITOWNHOUSES) All B 0 ATTENTION LOCAL INSPECTIONS DEPARTMENT: The kbwbV Carta have not beaD =T06led by the Modular Hare MBnuladurel, have not been kspeUad by 3rd Party Agency and are not certified by stal modular label. Cale ODIrliplem must be detertrined at the local Ieve1. Founaatim Porches, dada and steps HVAC systems Plumbing and F-lGdtlill connedlaa at sim Any pens marked m bDanded drawbgs as'BY BUILDER' or with the — or —Wnbds ENERAL NOTES: IS THE GUIDERS RESPONSEERM TO INSURE THAT ALL INFORMATIONIN THIS PACKAGE COMPLIES TP LOCAL ORDINANCES LADEN IS RESPONSIBLE FOR ALL SERVICE ENTRY CONNECTIONS TO MAIN SERVICE PANE MILDER IS RESPONSIBLE FOR ALL PLUMBING CONNECTIONS UNDER 1M FLOOR JOIST AND ALL CONNECTIONS BETWEEN t FLOOR CEILING AND 2d FLOOR JOIST. . THE HOME IS BEING SHIPPED INTO I10 MPH, OR 120 MPH WIND ZONE, ALL FASTENING MUST COMPLY WITH UPLIFT 4D HOLD-0OWN CONNECTION REQUIREMENTS FOR *110MFH OR 120 MPH WIND ZONES Is UNIT MUST BE CONNECTED TO PUBLIC WATER SUPPLY AND SEWER SYSTEM F THESE ARE AVAILABLE �FFR TO CALCULATION MANUAL D NOT BE SCALED HE FCAJ ff " W � �� s AWINGS IN THIS SUBSET SHOULD NOT BE SCALED Fok IYBtEjjsrRAAL` OF HEALTH IpERSEDE ANY SUCH REFERENCE BEDROOM COUNT ONL CATION OF LABELS: JA PLATE - (1) PE PARTYLABEL - (1) IN 'ATE LABEL - (')p LTERATIONS TO THESE 'O TILE PCDOH FOR APB 1. WATER HEATERSINENCLOSED COMPAHi6ffNTSARE TO BE INSTALLED PERMAWIFACTURERS SPECIFICATIONS. 2 POWER RANGE HOOD ANO FANSAREVBrtEDTO EXTERpR WHEN APPLICABLE WHEN NOT APPLICABLE OR ABLE, RECJRCAATOG FILTERING HOOD (NN 100 CFI) WY BE SUBBTTRRED IFTHERE ISA MMUMUM OF4%NATURAL VENTMTION IS PROVE. 3 EACH DWELLING SWILL HAVE AT THE PRIMARY LOCATION A MAN ENTRANCE DOOR THIS DDORSIALL BE BUM SWING TYPE AND 3EW R SM (@BMUM). 4. KITCHENANDOR BATH CABINETS AND FDUURES MAY BE SHIPPED LOOSEAIOOR FIIMffiHED AND INSTALLED ON SITE BY BUILDER S RDOF SHNGLES ARE FACTORY INSTALLED. EXCEPT AT RIDGE AND HINGE FONTS OF ROOF WHICH IS FACTORY FURNISHED BUT FIELD INSTALLED BY BALDER SHINGLES MAY BE FURNISHED SHED BY SURM AND FEW INSTALL. 6. HOLES. OPENINGS AND AOMSS PROVISIONS FOR COMPLETION OR INSTALLATION OF EOLUMENT MAY BE DONE IN FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRTY OF,THE SfRUCfU1FE ALL RDOR WALL AND CEILING PEIETRATpNS MUST FIRE STOPPED PER CODE REQUIREMENTS (RCdNY SECTIONREDMI) 7. CHIMNEY PIPE AND DUCT PETETRATIONTHROUGH FLOORS, WALLS AND CEILINGS SAW. HAVE SUCH OPENINGS FINE STOPPED. S FOR FIELD CONNECTIONS SEE MODELCROSS SECTIONS.. ' B. ALL NOTES PERTMING TO IN HELD RD `,'By BUILDER' OR &ERICONTRUCTORS RESPOPS®MY. 10. ALL PIPING AND DUCT WOK IN UNHEATED SPACES SHAILBE INSULATED. 11. EVERY SLEEPING ROOM SHALL WIVE. INADDITIONTO PRIMARY E)KIT, AN EIunaCY USE OPEt"OF LEGAL a SPACE WHERE WINDOWS ARE PFWDEDAS MEANS OF EGRESS THEY SHALL HAVE A BILL HEIGHT OF NOT MORE THANMABOVE FLOOR HAVE A NET CLEM OPENING OF 5.7 SOFT. (S0 SOFT GRACE LEVEL) AND MN ANDNET CLEAR OPENING OFM -,ar. 12 A SMOKE CETECTOR SHALL BE ACDC TYPE. POWERED RNA LIGHTING MUFTANIPRDVDED ON EACH FLOOR LEVEL INCLUDING BASEMENT. SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM AND IN THE VICINITY OF BEGROOMS, AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILLACrrVATE AL. AND WKTH ND INTERVENING SWRCES IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MODULAR MANUFACTURER 1211, A 00 DETECTOR SHALL BE INSTALLED ON EACH ROOK- IT MAY BE KIND WOO ORPLUG IN TYPE 14. SPACING OF INTERMEDIATE GUARDRMLS AT STAIRWAYS SHALL BE WON THAT AC MUM CANNOT PASS THOUGH 15. ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEIBNGS ARE APPIIEDDIECTLY TO THE UNDERSIDE OF RAFTERS SHALL HAVE CROSS VENTI ATON FOR EACH SEPARATE SPACE BY VBDUATON OPENINGS PHOTECTEDAGVNST RAIN AND SNOW AND COVERED WITH CORROSION RESISTANT:MESH NOT 06 NDRNN' WARY DIRECTION. 16 SAFETY GLAZINGSNAILSE IN INGRESS AND MEANS OF E #S9 DOORS, IN FU(3)AND SLIDING DOOR ASSEMBLIES, AND PANELS IN SWINGING DOORS, STORM DOOM IN ALL UNFRAMED SWINGING DOGS IN DOORS AND ENCLOSURES FOR HOT TUBS. WHIRLPOOLS,' SAWTUSSANDSNO ERS,NANYPARTOFA BUOUNG WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF GLASSING IS LESS THAN 60' ABOVE DRAIN OUTLET. IN AN INDIVIDUAL FD(B) OR OPERABLE PAHRAa ACFNTTDA DOOR WHERE NEAREST VERTICAL EDGE IS WITHIN 24' ARC OF A DOOR IN CLOSEDPOSTION AN OWHHOSE BOTTOM EDGE IS LESS THAN 60' ABOVE ROOK, INAN WDMCIALPANEL OTHER THAN THOSE LISTED ABOVE THAT MEETALL OF THE FHXLOAYPIG CONDIIIONS.. a EXPOSED AREA IN AN INDIVIDUAL PANE GREATER TWIN 9 SOFT. b. SOTTO# EDGE a IESSTHAN 1B'ABOVE THE FLOOR OP EDGE SGREATER THWN36'ABOVE THE FIAOR ) . Q ONE CR MORE WAWNG SERFAGE WTTHON 36' HORQONTALY OFOLADNG SAFETY GNA2NG SHWLBEIN OVALS INCLOSING STAIR'A'Se IANIXNGS OR RAIDS Wm/9N 36'HHOFRONTALLY OFA WAl1fI1G SURFACE E EIfP((DSED SURFACE OF G1A551S LESS THAN BPABONERE RAZE OF THE ADJACEM WAl10NG SI&FACE SAFETY CADJACENT TO STAIRWAYS WffNN 6P HIORQONTALL Y O THEBOffOYTREAOIN ANY DIECTIW WHEN EXPOS® GLASS SUS LESS THAN_ ABOVETFE NOSE OFT}E TREAD. 17. PLASi�ZNG GSIDING FOAM ELASTIC IWTH STA13ABE AMIMUM ROOM aMFN510N OF A YIN OF 1D FT. (WMWY DIMENSION OF 10.4• IS NOT CODE REQUIRED BUT SA MANUFACNRETRS CIOCE ) RILL ALL STAIRWELLS USED ASA COMMON SET OF STAIRS MUST HAVE A MIN OF 1 HOLR RATIG. 21. THE NUMBER OF MODULES MAY VARY. . 21. INATTIC 6 BRCLOSED RAFTER SPACES, THE MINIMUM VENTILATIONAREASHALLE 1LTDOOFTHEAREA OF SPACE VENTILATED. PROVIDEDA VAPORRETARDER HAVIIGATRWSIBSSION RATE NOT EXCEEDING 1 PERM INACCOROANCE WTH ASTM 961SDNSTAILED ON WARM SIDE OFATTN:ISMATION A D PROVIDED Sox OF THE REQUIRED VENTILATION AREA PROVIDED SY;1ENrLATORs INSTAumIN THE UPPER PORTION OF THE VENTILATED SPACE AT LEAST 3 FT. ABOVE EAVE OR COROCEVENTS, wfiHTHE SAIANCE DF THE BALANCE OFTHE REOUIRFD VENTILATION PROVIDED BY EAVE ORCORNKCE VENTS HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE mAzm AREA ONDT LESSTWW a% OFT.IE FLOORAREA SUCH ROOM THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4 % OFTHE Ft00RAREA VENTILATED 11— JECT NAME: JECT SITE: IT 7 BRIDAL RIDGE JERSON , NY 12563 SISCANORTHEAST ADDRESS: ROUTE 22 BREWSTER, NY 10509 TWO STORY PROD. ID P. 250295 SERIAL M. — COVER PAGE SHEET # DWN. BY: BAH 1 CHECKED BY: — DATE , 8$05 cy Y #'EC N b'. 1 F NOTES BE PROVIDED WITH AT LEAST CANE RECBfACLE HALL BE GFG PROTECTED INCLUDING THE ONE INSTALLED ON CELING, D GARAGE AGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC BY MEANS OF Se GYPSUM BOARD INSTALLED ON GARAGE SIDE AND 10 TYPE'X' GYPSUM BIRD INSTALLED ON CPOSrTE WE 2 A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 134' SOLID CORE OR ECUIVALEw. 3. GARAGE FLOOR SHALL BE A MINIMUM 4' BROW THE FLOOR IN A DWEI NG B. DWELLING ABOVE GARAGE 1. GARAGE MAY HAVE HABITABLE SPACE ABOVE, AND IF rr DOES GARAGE SHALL BE SEPARATED FROM DWELLING BY A RATED FLOOR I CEILING ASSEMBLY RATED FOR ONE HWR WALL SUPPORTING RATEDASSEMBLY SHALL HAVE EQUAL RATING AS THE ASSEMBLY BEING SUPPORTED (FXCEEDSTHE REQUIREMENT SECTION R30924 2 A DOOR BETWEEN DWELLING AND GARAGE IN A RATED WALL SHALL BE A MINIMUM 314 HOUR RATED AND EQUIPPED WITH SELF CLOSERS _ STAIR NOTES: I. BASE11W STAIRS SHOWN ARE TYPICAL FOR STANDARD RAMS � 2uAL ARE BASED 04RASEM@ CIELINGHEK9ITOF @HT AR 3 RISE, RAN AND OPENING FOR STARS MAY VARYAS PUN DESIGN VARIES MAXIMUM REM OF B 1K' MIL THEM MI AMU MTRBADOFW WITH AN 1110 NOSVa STAIRS WILL HAVE MIDMBM HEAD ROOM OF6d, MNBBII WIDTH OF 3'4' ' l BUIDER 6 RESPOHISME TO 049TALL BASEME STAINS, IANDIG AND RABGNO. RARING !L MkXD �MVAPoATTKMOI HBGW� l2ADA CBffFLSER B' B MIDNY CLEARANCE FROM WALL TO FIANMAL 19110. HAND RAIL MAY PRxECT KID THE STAKWAY MAIDNM 312 7. LANDINGS SHALL BE AS WIDE AS STAIRS I. AItRMMGSOIIMDARAIB SHALT. BE BI9TALlFD BEFORE �DWWH1.91060001k� 1B 3 OR YORE RISER SHALL BE PR TECTED BYA HA DRAL ON AT LEAST ONE SIDE 11.OPE N SIDES OF STAIRS OR LANDINGS 18' OR MORE ABOVE ADJACENT ROOR AND AT WINDOWS ON STAIRS ORLAIDNG9 SH LLL HAVE RAIDIGB 12 OPEN RA1LM SHALL HAVE G UAIDS BROW RAI M THROUG 1 WHICH A4' SPHERE CANNOT PASS SHEET# SHEET NAME DATE REVISION DATE 2 FOUNDATION NN PAGE DETAILS S&g0 — 2a FOUNDATION DIAGRAM 84(15 — 3 Ist FLOORPLAN 6-8.05 — 3a 2d FLOOR PLAN 8.805 — 4 WILDOOR SCHEDULE 84M — 6 FRONT ELEVATION 68.0.6 — ELEVATIONS &&05 _- 6 1M FLOOR ELECTRIC _ 6. 21d FLOOR ELECTRIC 8405 - WA 1st FLOOR HEATING WA NIA 2rd FLOOR HEATING WA 8 ELEGPWMB NOTES 8405 — WA PLIMBINGSCHEAATIC WA 10 SECTI ON B4M — 12 TOTAL PAM STATE OF NEW YORK.ARCHITECT OR ENGINEER CERTIFICATION STATEMENT THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH TH PPROVAL ON FILE WITH THE DIVISION AND THIS CONDITIONAL A7f'-F_-_y k CI - LATE - STATE LABELS C] -THIRD PARTY UBBS I S ipe Ar, 1004 SPRINGBROOK AVENUE, MOOSIC, PA 1850i 1 Q'r tal. (570) 774 -1000 Fa)L. (570) 774 -1010 OVERALL UINGIH OF HOUSE PER NDNDWLL FLOOR PLAN ------------------------------------------------ - - - - -I r------------ - - - - -- - — --------------------- - - - - -� FOR LOCATION OF STARS RDORPUNSARE DESDN®WITH YNDDW WALL T10C10�9 � 10'. SEE APPLICABLE FLOOR RAN RBI WALLR 6 tT BASEMENT STAIRS MAY BE AFFECTED.I UNLESS OTHERNISE SPECIFIED Aoonmm I I r - -� I I �� AC AM IN DAr� iDTx � SMODLEfEEIORIN I I I I ACOC BASB®NTBYBIIILDFR W)OW t ?CONCRETE ® 6ffCPLUMNSPAC[MG I EW1TE SUPPORT ENDSUFPORF Rf681 I r - -- I f -1 I I ` its I SEEnom An. uff BLOCK PIER WTTH V (TYPE �� W OR S MORTAR) 312 "MIN DIASTANDAiD STEEL FOR ALL MMOOEB�WTMDFULI�BASEMENTS I I I I I EE RACEDSOAS NOTTO NT WIIX FLOOR JOISTS I 2:_ CONTINUOUS SILL RATE FASTENED . I I TO FOUNDATION WALLWIUI la' OAMEIER BOLTV0*MAX TYPICAL So MAX W.O. MAX I I 12 FROIICORHL B0.T91DSf EXTBDA YDL 1S NT0 MASOMRY, ORT PlfOCOMTE - - - - - - - - -----J ----------------------- - - - - -- �,j r - - - - - - - - - - - - - -- I I I I OPTIONAL CA iwv- t I L _ _ _ J I OPITONAL CANTSEVBt SEE NDNDWAL FLOOR RAN FORACTUAL DB®NSDNS I I I 1 I I I> as / I I I I I I I I I I I I I I I Itrawvc J I I WALK - -A -BAY FOUNDATION MAY BE AT FRONT, REAR OR SIDE OF ANY HOUSE . ]-- Vag -- [ PER NUIVDUAL FLOOR PLAN co 0 �D 'S B. FOFSFPARATIONWALLS SFINL BECpI1MJMSTO MSMWRO0RMUVLWMN9MBYSMMO 11 I4 10. PERBBlERRAO.ATIACHE/TOSBI WITH IN KAU t?O.C. 1. ALL COFBIRDIIDN AM)WTEUALBIB.OW7HE 807701 OF THE FLOORJDISTIS 7FERESPOI�UIV(S11E 71. WMffACIURHRWILL NOTASSUEANY RESP006M7ILRYff COLUYN SPACNG BY BIA118LOItH2 ETC®SYAX SUBDERCONtRACTORAD IBM BE MEIN ACCORDANCE WITH STATE AND LOCALCO)E8. SPANS SHOWN ON RASBOR COLUMN SPACING TAME- 2. BASB@R FNPW4CE, FOUD4TIC OR CRAWLSPACEWAUS EXCAVATION AND BACK FBI PILASTER, ETC.. MUST t2. LOCATION OFWASHEL DRYMMIATERHEATERAD FURNACE IN B&SEMENTTO BEOBGLLED PER STATEAND COPLYWITHIATESTEXIpNOFBINIDOD CODE AND WITH LATEST REVISIONS STATEAOCALCOOES , LAWS, FUR LOCAL CODES PA78MMOER FEEEOSEMU i AND REOUATXNS R0.IANO FMHA4211 S0®IT0 THERMAL QUALIFY FOR FEDERAL FDUNCR6. 13. ANCHOR BOLTS$HAL BE PLACED 80 AS NOT INTERFERE VIRH FLOOR Jaw. 3. NSUATION N FLOORS OR ON FODIEATON WALLS. ASR TO BE THE RESPOB®61fY OF HIE ONOTE 14. SMRBUMWOODTOWOMOD93=00FURnAUMMOHrATHNGANDSDMMCVBWM RALDERAFDTO BE DOE N ACCORDANCE WrTH ALLAPP DABLE CODER. POIDDATDR ff 34' FOAM NUBATION 15 Ulm, NOEASETHE FOUNDATION N LENGTH AFDWDTH BY t to -TO 4. WINDOWS OR VENTS (NSTALL®BY SUILDMARE REOLRED TOPROVDE1II500FFLOORAREAASFREE MANTANPNOPERONHNIANO. TWBAPRffSTOAUMODEII VENTILATXINANDSHALLBELOCIT EDASCtD3E TOODIMMASPOSSIEE 15. FOUNDATION PLAN TO SE SUPRILDWRH EACH HOUSE 5. ffYYODOWBARENSTAUMNLDIVBRLEVa0FRAM WRMM MIS,VBDSWYORBERI .CEi2( ". FOUNDATION DRANAOEAFD DAMP PROOFING 7000MPLY WTTH OEAFDTWOFAMLY BURR CODE LOCAL REQUIREMENTS, 17. CRAWL SPACE SHALL BE PROUD® WITHAMNMW IrXW AOCE881BY B116DBt ON SRS). S. THE BUS OF ALL DOOR O'BNDS BETWEEN THE GARAOEAND OWBLM SHALL BE RAISE NOT LESSIHANr 1B MANUFACTURED UNITS COV�WITH THIS 9110 G SYSIBAAFEBOFSIdODFORNSTAL mONBTEBUlJ ABOVE THE GARAGE FLOOR. PERMIANENTFOUDATDIS. AND ARE MDTDEEDED TOLE MOVED OR RE TED ORM NSTAUID. 7. ALL FOUNDATIONS MUSTSE DEEM BYA LOCAL PE OR RA FAMILIARWITH LOCAL SOB COFDITOM It ARE DESXN®AND BUILT TO COMPLYWTTHA NATIONALIYRIMMMED MODE. BUILDING CODE ORAN EQUIVALENT S. CRAWL SPACE FOUIDATONS RECIDEA UK OFA ISa2PACC648 OPENING FOR VENTILATION W OF I%OF MOM CODES FOR SITE BUILTHDUBNG OR WDH MIUMM PROPERTY STANDARDS ADAPTED BY THE SECRETARY THE FLOOR AREA PRDVM SYQDBSVENTS WADE 0ISECTANDROOBRPROOF wNHSCEENNORLOUNOMLE. PERSU0WTOTITE00FNATIONALMXDSNDACF. CEAIA BETWEEN VOW MBMHEtSAFD DFTBRIOR GROUND LEVEL IS IS. T� �R�E TFESEUITS ARE MOTTO LE USM FOR OBHRTHANON NRMAME NTSUE BUILT 21. RECOMMENDED MO L71ON ASSUMES A BOL BEARNG PRESSURE OF 20M PS. 22. FO TNMTOBEARONUDXnMEDSOLNMBEM WRWLNE 28. CONCRETE USED N CONSTMDIDN OF FOIIMDA7DN TOHAVE AWL BHiHMiTH OF 2500 PSL OJECT NAME: ;PEC OJECT SITE .OT 7 BRIDAL RIDGE 'ATERSON , NY 12563 FLOOR DECDD METALJOISTHAN ER OR 2X2 LIDGM . FLOORJO r or CONCRETE • .:- _ �.' �' FOOTING (FrANDDNQ GTHYA E CRAWL SPACE PIER DETAIL 3JDBSIUD SORSON BIND M B®EDNCONCRETE FOLLOW INSTALLATION STRAP FEMM03A 09 R SMEAR WALL (GAME END) FLOOR DECKING METALJOETHANLER FLOCR.DIST \_ ] tYr IN "'A' STANDARD STEEL PRE COLUMN IC 3V,O CONCRETE FOOTING (STANDARD) R ?MC&OIETE BASEMENT COLUMN DETAIL PHDETERSEAM . PETETERBFAY EACH SHOO STRIP COVER STRAP ATTACH SOIPBON FT HD 14 WrTH38.iB0 SWM NAILS FRONT VIEW SIDE VIEW SIMPSON STDH14 HOLDDOWN INSTALLATION DETAIL TO BE USED IN 110 MPH AND HIGHER WIND AREAS r FEMU r IVIN REIEMIL r r1Y R .G MAX W FiiOM CORNER 0 ETEPMWR3COVER DTUMDNOUS COATNO FONDATDN WALL BY BINDER PERFORATED CRAM TOE SNR68ARCONTDNUO3 FOUNDATION WALL DETAIL [ADDRESS: UILDER. ISCANORTHEAST ROUTE 22 BREWSTER, NY 10509 TWO STORY PROJ. ID P. 250295 SERIAL M. — FOUNDATION DETAILS SHEET# 2 DWN. BY: BAH CHECKED BY: — DATE: 8-8-05 co 0 �D OWN BY # DATE S /gn�cire l3i /ldirq Srlstems lnc, f 1004 SPRINGBROOK AVENUE, MOOSIC, PA 18507 teL (570) 7741000 Fax. (570) 7741010 SPEC _ "IoRTNEasT TWO STORY FouNDAna4 - �^ ADDRESS SHEETq m � - Si'%'lcit!lie � / /d%Lf �5fi.5775 //�V:. PROJECT SITE: OWN. BY: SAN 1004 SPRINGBROOKAVENUE- MOOSIC, PA 18507 LOT 7 BRIDAL RIDGE ROUTE 7! PROJ.IDR 250285 CHECKED BY: LOT I BRIDAL L FUDGE BREWSTER NY 10509 SERIAL R - DATE: ".05 W. (570) 774 -1000 Fm (570) 747.1010 0 Z 21 YIIWCII I'WMC: D I GNORTHEAST =D FLOOR PLAN �7,� a8M� Vy TMPM SPEC TWO STORY SHEE70 3B - - - REOU ENrs.DATOTRu+swaunONAMCODE J� IC�/06idta�S�C/gi�/L' PROJECT SRE: ADDRESS: OWN. Sy; SAN 11 MMDl:s m� wrs.WMXy 1004 SPRINGSROOK AVENUE - MOOSIG PA IW ROlJTE 72 PROD. IDA: 250295 CHECKED BY: $� �'TME PLANS AND F AD�IA� SION�aw Sol. (S10�7741000 fat (570/747.1010 10T 7 BPoDALPoDCE BREWSTER NY 10D9 SERIAL R - DATE &SOS BUILDERS SIGNATURE PATERSON NY 12563 _ DATE FM6068 V-O' X 6'-8' 21.92 16.11 274 .34 NOTES: 1. WINDOWS, DOORS AD SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN SHOWN MAY BE SUBSTITUTED 2. WINDOWS, SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED 3. EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL COMPLY WITH ENERGY REQUIREMENTS OF BUILDING ENVELOPE OF EACH COUNTY OF SPECIFIC STATE (RES -CHECK WILL BE DONE FOR EACH 4. FOR WIND BORNE DEBREE REGIONS WINDOWS ARE TO BE PROTECTED WITH PL) WOOD PANELS. PLYWOOD PANELS ARE TO BE AVAILABLE ON PREMISES. - TWO STORY DOORIWINDOW SCHEDULE w SHEET # 4 0 OWN. BY: BAH ti PROD. ID #: 250295 CHECKED BY: - SERIAL #. - DATE: 8-8-05 �0 p1 - 5�aa�re Qull6llnq S/&-, 1004 SPRINGBROOK AVENUE, MOOSIC, PA 18507 y ) tel. (570) 774 -1000 Fax. (570) 774 -1010 MW TWIN SEAL VINYL DOUBLE HUNG WINDOWS PROJECT NAME: R.O. SIZE LIGHT VENT MAX. RM. (SQ.FT) EGRESS SIZE U -VALUE PROJECT SITE: TVDH1846M 2212'X37 314' 5.7 2.86 71.50 N/A 0.36 8' -1 3/8' X V -1 718' TVDH1852M 221/2X65 3/4' 6.6 3.35 82.50 WA 0.36 4 TVDH24210M 3012'X37 3/4' 5.1 2.38 59.50 WA 0.36 M TVDH2432M 3012'X413/4' 5.8 2.74 68.50 N/A 0.36 35.00 TVDH2442M 3012'X53 314' 7.8 3.8 95.00 WA 0.36 45- P4050.20 T -212' X 6-17/8" 35.00 16.80 420.00 0.32 TVDH2446M 3012'X57 3/4' 8.5 4.16 104.00 WA 0.36 TVDH2452M 3012'X65 314' 9.8 4.89 122.25 WA 0.36 B TVDH2456EM " 3012'X69 314' 10.5 5.23 130.75 251212'X28' 0.36 140.00 TVDF128210M 3412'X37 314' 6.7 2.75 68.75 WA 0.36 35 TVDH2842M 3412'X53 314' 9.1 4.4 110.00 WA 0.36 2312'X3512' TVDH2846M 3412'X57 314' 9.9 4.81 120.25 WA 0.36 D TVDH2852M 3412'X65 3/4' 11.4 6.02 142.50 2912'X2612' 0.36 TVDH2856EM 341/2'X69 3/4' 12.2 6.04 151.00 2912'X2812' 0.36 TVDH3042M 3812'X53 314' 10.3 4.99 124.75 WA 0.36 C TVDH3046M 3812'X57 3/4' 11.2 5.90 140.00 3312'X2512' 0.36 53.75 TVDH3052M 3812'X65 3/4' 13.0 6.39 159.75 3312'X2612' 0.36 4812' X 3612' TVDH3056EM 381/2'X693/4' 13.9 6.86 171.50 3312'X2812' 0.36 35 TVDH3446M 4212'X573/4' 12.6 6.11 152.75 371/2'X2212' 0.36 22'X55' TVDH3452M 4212'X65 314' 14.6 7.15 178.75 3712'X2612' 0.36 DOORS TVDH_56M WINDOW IS AVAILABLE AS A COTTAGE STYLE WINDOW AND IF USED SHALL NOT BE USED IN AREAS WHERE 5.7 SQ.FT EGRESS AREA IS REQUIRED (IT DOES NOT MEET THE EGRESS) " GRADE FLOOR ONLY EGRESS WINDOW (SILVERLINE LIGHT AND VENT AREAS AND DP RATINGS SHOWN IN MAXIMUM ROOM AREA IS DETERMINED BASEDON ANDERSEN OPENING SIZES 35 SILVERLINE OR ANDERSEN DOUBLE HUNG WINDOY R.O. SIZE LIGHT VENT MAX. RM. (SQ.FT)- EGRESS SIZE U-VAI MAX. RM.. 1846 221/8' X 571/4' 5.47 5.44 3.20 3.0 68.37 WA .33 2' -10 38' X 6' -1012' 1852 221/8' X 651/4' 6.38 6.30 3.72 3. 79.75 WA 33 2-8 9-LITE T -10 3/8' X 6-1012' 4.91 1777 61 .28 1856 221/8' X 691/4' 6.84 (6.731 3.20 (3.82) 80.00 N/A .33 DP 2046 261/8' X 571/4' 6.80 6.84 3.89 3.74 85.00 WA .33 2052 261/8'x651/4' 7.94 .92 4.52 (4.36 ) 99.25 WA .33 2056 261/8'X 691/4' 8.51 (8.46) 3.89 (4.66) 97.25 WA .33 P" 6'-0 314' X 6-10 7/8' 32.4 15.56 405 .34 2432 3018' x 411/4' 5.42 (5.63) 3.09 (2.92) 67.75 WA •33 14.72 2832 3418' x 41114' 6.31 (6.94) 3,55 (3.43) 78.87 WA .33 28310 341/8'X491/4* 7.89 (8.12) 4.41 (4.27) 98.62 WA .33 2852 3418' X 651/4' 11.05 (11.17) 6.11 (5.94) 138.12 30112'X281/2' .33 2856 - C' 3418' X 691/4' 11.84 (11.94) 5.26 (6.35) 131.50 3012'X2412' .33 30310 3818' X 491/4' 9.00 (9.30) 4.98 (5.31) 112.5 N/A .33 3046 3818' X 571/4' 10.80 (11.05) 5.95 (5.78) 135.00 34 12'X2412' 33 3052 3818' X 651/4' 12.60 (12.80) 6.91 (6.73) 157.50 3412'X2812' •33 3056 3818' X 691/4' 13.50 (13.67) 5,95 (7.20) 148.75 3412'X2412' 733 FM6068 V-O' X 6'-8' 21.92 16.11 274 .34 NOTES: 1. WINDOWS, DOORS AD SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN SHOWN MAY BE SUBSTITUTED 2. WINDOWS, SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED 3. EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL COMPLY WITH ENERGY REQUIREMENTS OF BUILDING ENVELOPE OF EACH COUNTY OF SPECIFIC STATE (RES -CHECK WILL BE DONE FOR EACH 4. FOR WIND BORNE DEBREE REGIONS WINDOWS ARE TO BE PROTECTED WITH PL) WOOD PANELS. PLYWOOD PANELS ARE TO BE AVAILABLE ON PREMISES. - TWO STORY DOORIWINDOW SCHEDULE w SHEET # 4 0 OWN. BY: BAH ti PROD. ID #: 250295 CHECKED BY: - SERIAL #. - DATE: 8-8-05 �0 p1 - 5�aa�re Qull6llnq S/&-, 1004 SPRINGBROOK AVENUE, MOOSIC, PA 18507 y ) tel. (570) 774 -1000 Fax. (570) 774 -1010 C` IS A COTTAGE STYLE WINDOW - GRADE FLOOR EGRESS ONLY PROJECT NAME: BUILDER SPEC SISCA NORTHEAST - PROJECT SITE: DP RATING ADDRESS: LOT 7 BRIDAL RIDGE 35 ROUTE 22 PATERSON , NY 12563 8' -1 3/8' X V -1 718' BREWSTER, NY 10509 FM6068 V-O' X 6'-8' 21.92 16.11 274 .34 NOTES: 1. WINDOWS, DOORS AD SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN SHOWN MAY BE SUBSTITUTED 2. WINDOWS, SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED 3. EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL COMPLY WITH ENERGY REQUIREMENTS OF BUILDING ENVELOPE OF EACH COUNTY OF SPECIFIC STATE (RES -CHECK WILL BE DONE FOR EACH 4. FOR WIND BORNE DEBREE REGIONS WINDOWS ARE TO BE PROTECTED WITH PL) WOOD PANELS. PLYWOOD PANELS ARE TO BE AVAILABLE ON PREMISES. - TWO STORY DOORIWINDOW SCHEDULE w SHEET # 4 0 OWN. BY: BAH ti PROD. ID #: 250295 CHECKED BY: - SERIAL #. - DATE: 8-8-05 �0 p1 - 5�aa�re Qull6llnq S/&-, 1004 SPRINGBROOK AVENUE, MOOSIC, PA 18507 y ) tel. (570) 774 -1000 Fax. (570) 774 -1010 MISC. WINDOWS DP RATING DP RATING R.O. SIZE LIGHT VENT MAX. RM.. EGRESS SIZE U -VALUE 35 C45 BOW 8' -1 3/8' X V -1 718' 30.00 13.60 345.00 0.32 45 35 18. 4246 -18 T -11 12' X 4' -91/4' 22.28 10.94 273.50 0.32 45 35 30- 134050.20 T -9' X 5' -1 718' 35.00 16.80 420.00 0.32 45 35 45- P4050.20 T -212' X 6-17/8" 35.00 16.80 420.00 0.32 45 35 35 TVCA 1830 2('X36' 2.8 2.8 70.00 WA 0.34 35 35 TVCA 1830 -2 40'X36' 5.6 5.6 140.00 WA 0.34 35 35 TVCA 2030 24'X36' 3.6 3.6 90.00 2312'X35112' 0.34 35 35 TVCA 2030 -2 48'X36' 7.2 7.2 180.00 2312'X3512' 0.34 35 35 - TVCA 2036 -2 48'X47 8.6 8.6 215.00 2312'X41 12' 0.34 35 35 35 35 35 C13 24 5/8' X 3612' 4.3 4.0 53.75 WA .32 45 35 C23 4812' X 3612' 8.5 7.9 106.25 WA .32 45 35 CW15 29' X 6012' 9.2 8.6 115.00 22'X55' .32 45 35 CW25 57' X 6012' 18.3 17.3 228.75 22' X 55' .32 45 35 DOORS 35 R.O. SIZE LIGHT VENT MAX. RM.. U -VALUE ACKETS) 2-8 DOOR 2' -10 38' X 6' -1012' - 17.77 - .16 48.7 2-8 9-LITE T -10 3/8' X 6-1012' 4.91 1777 61 .28 48.7 3-0 DOOR 3' -2 38' X 6-1012' - 20.0 - .16 48.7 3-0 (1 SL) 4' -31/4' X 6-1012' 5.00 20.0 62 .28 48.7 DP 3-0 (2SL) 5-41/4'X 6-1012' 10.0 20.0 125 .28 48.7 RATING ,34 48.7 45(50) P" 6'-0 314' X 6-10 7/8' 32.4 15.56 405 .34 45 45(50) 1 FWG6068 6'-0' X 6'-8' 23.78 14.72 297 .34 50 FM6068 V-O' X 6'-8' 21.92 16.11 274 .34 NOTES: 1. WINDOWS, DOORS AD SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN SHOWN MAY BE SUBSTITUTED 2. WINDOWS, SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED 3. EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL COMPLY WITH ENERGY REQUIREMENTS OF BUILDING ENVELOPE OF EACH COUNTY OF SPECIFIC STATE (RES -CHECK WILL BE DONE FOR EACH 4. FOR WIND BORNE DEBREE REGIONS WINDOWS ARE TO BE PROTECTED WITH PL) WOOD PANELS. PLYWOOD PANELS ARE TO BE AVAILABLE ON PREMISES. - TWO STORY DOORIWINDOW SCHEDULE w SHEET # 4 0 OWN. BY: BAH ti PROD. ID #: 250295 CHECKED BY: - SERIAL #. - DATE: 8-8-05 �0 p1 - 5�aa�re Qull6llnq S/&-, 1004 SPRINGBROOK AVENUE, MOOSIC, PA 18507 y ) tel. (570) 774 -1000 Fax. (570) 774 -1010 �c ROD" SOME m FJM vefr IS'ele ereie �e3 i'eece :.R �:G mom mom �� .IL 7V tl� AI ■ ■■ I■I•MIMIMI■I I ■ ■■ 1PI■�I low—mm I ■ ■■ ■ ■■ a is ii iii ■■■ so mom NEE own MENEM mom mom ■■■ ONE �� �1 i ■■■ ■■■ mom Now ■■■ ONE - - - - ■■■ ■■■ mom mom ■■■ ■■■ III I ■■■ ■■■ iii iii ■■■ ■■■ 1 I'I ' ,I ■■■ ■ ■■ FRONT ELEVATION �o as �LL REMSIONS N of O W _g H W dH cn g LEFT SIDE ELEVATION RIGHT SIDE ELEVATION REAR ELEVATION PROJECT NAME: BUILDER OWN BY # DATE NOTE TO BUILDER ELEVATIONS .5 re )*Ildi 5'/175 lilt, SPEC SISCA NORTHEAST TWO STORY z ELEVATION SHOWN MAY NOT BEASE SE SALES REPRESENTATION /flak/ SHEET # 5a o FOR HOUSE PURCHASED. PLEASE SEE SALES ORDER PROJECT SITE: ADDRESS: OWN. BY: BAH w FoRSELECnons CHOSEN. 1004 SPRINGBROOK AVENUE, MOOSIC, PA 18507 LOT 7 BRIDAL RIDGE ROUTE 22 PROJ. ID M. 250295 CHECKED BY: BUILDERS SIGNATURE tel. (570) 774 -10DO Fat (570) 7741010 PATERSON NY 12563 BREWSTER. NY 10509 SERIAL M. — DATE 8.8-05 DATE 9 w Q�r 12 40 I i PIT LID �wirLwncln.iwt,ruuv ,z EU \ _ I�c>:PTAaES SNONAREASREOURMUNPOW aECmIOxcaoEnENasEASSAtunNAYE 5q�ueA"Al.Sj tom x; SPEC T SITE, PROJECT SrtE: I. � I I I I I I ! � I - I PRQI. ID R. 2502 I z a� / Z� BUILDING CODE. W. (570)7741000 1 . (570) 747 -1010 _ BREWSTER NY 10609 SERIAL A - DATE: 8-6-05 BUhODie NW's ZIP 12(lb D D I I Ii: I 9 w Q�r 12 40 TWO STORY �wirLwncln.iwt,ruuv — - _ I�c>:PTAaES SNONAREASREOURMUNPOW aECmIOxcaoEnENasEASSAtunNAYE 5q�ueA"Al.Sj tom x; SPEC T SITE, PROJECT SrtE: I. � I I I I I I ! � I I I i 10. . go SISCA NORTHEAST TWO STORY �wirLwncln.iwt,ruuv — - _ I�c>:PTAaES SNONAREASREOURMUNPOW aECmIOxcaoEnENasEASSAtunNAYE 5q�ueA"Al.Sj tom x; SPEC T SITE, PROJECT SrtE: SHEETt OWN . By. 8 DAR NCEPTACIESFAOCATADASNEEDEDOMTD CONSTRUCTION REOUIRMENTSAND N C0MFLIMMNRN 1001 SPRINGDROOK AVENUE - MOOSIC, PA 18507 LOT 7 RIDGE RWTE 22 PRQI. ID R. 2502 CHECKED DY: BUILDING CODE. W. (570)7741000 1 . (570) 747 -1010 PATERSON NY 12563 BREWSTER NY 10609 SERIAL A - DATE: 8-6-05 BUhODie NW's 51aMORTNEAST SECOND FLOOR ELEC PLAN IFCEPTACLEB 6KDW MEAB F EoumByMTpKy SPEC TWO STORY sNEEFC es — - — ELEOrwCMF rxEN011BEAMMETlNVE S�radsCGiiddrq.4/steml/e BE MTMXT 1KMRM AS MMDN pIETO PROJECT SRE ROME 22 PROJ.ID;R 250285 CHECKED BY: BAH $ MMMM�KEOBRUerrBUrowoowRUwcEM11K 1004 SPPoNGBROO�VENUFmc (570�T47 -10f0� LOT 7 BPoD.AL RIDGE BREWSTER M, 10508 sam v — DATE: 8805 BUL0ERS &WT PATERSON NY 12568 DATE ELECTRICAL NOTES: 1. ALL ELECTRICAL WIRING AND DEVICES INSTALLED BY MANUFACTURER SHALL BE DETERMINED NECESSARY AND PLACED IN ACCORDANCE WITH THE APPLICABLE VERSION OF THE NATIONAL ELECTRICAL CODE ACTUAL LOCATIONS OF ELECTRICAL DEVICES W THE MODULES MAY VARY FROM THOSE DEPICTED ON THESE PLANS, BUT IN ALL CASES SHALL CONFORM TO THE APPLICABLE VERSION OF THE NATIONAL ELECTRICAL CODE. 2. WALL SWITCHES TO BE 48', RECEPTACLES TO BE 14', AND COUNTERTOP RECEPTACLES TO BE 48' (38' VANITY) TO THE BOTTOM OF THE BOX FROM THE FINISHED FLOOR (HEIGHTS ARE APPROXIMATE). 3. ANY WALL 7-W IN LENGTH OR GREATER WILL HAVE A RECEPTACLE (HABITABLE SPACE ONLY) 4. KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN SUCH A WAY SO THAT NO SPACE OF COUNTERTOP MEASURED ALONG THE WALL WILL EXCEED 4'4', AND NO COUNTERTOP SPACE GREATER THAN 17 WILL BE WITHOUT A RECEPTACLE. ALL RECEPTACLES WILL BE GFCI PROTECTED. 5. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL BE MORE THAN 6'-0' FROM A RECEPTACLE 6. ALL SMOKE DETECTORS TO BE ACIDC (PHOTOELECTRIC IN MA). ALL SMOKE DETECTORS (INCLUDING THOSE SUPPLIED BY BUILDER) SHALL BE INTERCONNECTED. SMOKE DETECTORS TO BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT WITH NO INTERVENING SWITCH AND POWERED ON SITE BY BUILDER RED WIRE IS FOR INTERCONNECTION. BLACK WIRE IS FOR POWER 7. IGNORING SMOKE DETECTORS INSTALLED IN BEDROOMS, IN THE STATES OF MASS. AND RI. THERE SHALL BE A ONE SMOKE DETECTOR INSTALLED PER 1200 SOFT. PER FLOOR 8. IN THE STATES OF RI. SMOKE DETECTOR WIRING IS INSTALLED BY MANUFACTURER SMOKE DETECTOR IS INSTALLED BY BUILDER AT A LOCATION DETERMINED BY THE FIRE MARSHAL 9. NONMETAWGSHEATHED CABLE SHALL BE TYPE NMS. 10. CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABLED OR LISTED BY A RATIONALLY RECOGNIZED TESTING LABORATORY. THE EQUIPMENT SHALL BE SUITABLE FOR LOCATION AND USE AND IN COMPLIANCE WITH ITS LABEL AND USTING. 11. ALL RECEPTACLES TO BE GROUNDED TYPE 2. STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS, AND EXTERIOR WALLS AS REQUIRED. 13. ADDITIONAL CIRCUITS FOR OPTIONAL MODULE WILL BE ADDED PER NEC AS NEEDED. 14. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-0' OR MORE IN LENGTH 15. CIRCUITS T, -0 &'35' ARE DEDICATED FOR CRAWL SPACE OR BASEMENT WIRING OR EQUIPMENT INSTALLATION. AND ARE INSTALLED BY BUILDER ON SITE (GFCI PROTECTED). 16. BATH FANS ARE VENTED TO EXTERIOR 17. RANGE HOODS TO BE VENTED TO THE EXTERIOR IF KITCHEN IS PROVIDED WITH 4 % FLOOR AREA WITH NATURAL VENTILATION, NON VENTED RANGE HOODS MAY BE USED. DWV NOTES: 1. ALL PLUMBING NOT PROVIDED BY SIGNATURE BUILDING SYSTEMS, INC. TO BE SUPPLIED AND INSTALLED ON SITE BY LICENSED PLUMBER 2 ALL WASTE AND VENT LINES IN MODULE ARE PVC PPE 3. PITCH ON HORIZONTAL WASTE LINE IS 118' PER FOOT FOR T DIAMETER PIPES AND LARGER FOR PIPES SMALLER THAN 3' DIAMETER THE PITCH IS IN PER FOOT. 4. ALL PLASTIC4)VN PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0' HORIZONTALLY OR VERTICALLY. PLASTIC -DWV PIPE UNDER 7 SHALL BE SUPPORTED AT T-V INTERVALS. 5. EACH DWELLING UNIT SHALL HAVE ONE MAIN 3' MINIMUM STACK FROM BUILDING DRAW TO ABOVE ROOF. 6. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 7 VENT TO BASEMENT STUBBED BELOW FIRST FLOOR CAPPED AND LABLED FOR BASEMENT VENT. 7. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SWILL BE 45' WYES, LONG SWEEP ELBOWS, LONG TURN TEE -WYES, 5TH, 9TH OR 16 TH BENDS APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS SHORT SWEEPS PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION MID ON 3' OR LARGER POPE 8. DISHWASHERS CANNOT DISCHARGE INTO GARBAGE DISPOSALS. 9. TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUM LENGTH FROM FIXTURE OUTLET TO TRAP WEIR IS 24'. 10. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEANOUTS, OR SLIP JOINTS ACCESSIBLE TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENINGS THE SAME SIZE AS TRAP (IN THE STATE OF MASS ON HOUSE SIDE OF TRAP). 11. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF S' ABOVE THE FLOOR LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH 12. MAXIMUM DISTANCE O FIXTURE TRAP WEIR TO VENT SHALL BE: i -11T PIPE = 3S`, 7 PIPE = 5,-r. 3' PIPE = V-W. 13. PLASTIC PIPING SHALL BE PROTECTED WITH 0.062 THICK STEEL PLATE AND SHALL COVER THE PIPE AREA WHEN THE PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1 -12' FROM EDGE OF MEMBER AND SHALL EXTEND A MINIMUM OF 7 ABOVE SOLE PLATE AND BELOW TOP PLATES 18. ALL HOLES THROUGH PLATES IN WALL MUST BE FIRESTOPPED. 19. ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL MUST HAVE CIRCUITS WIRED INTO ELECTRICAL PANEL ONSTEE. 20. LOCATION OF ELECTRICAL PANEL W CRAWL SPACE MODELS IS TO COMPLY WITH SECTION 110.16 OF THE NATIONAL ELECTRICAL CODE 21. CARBON MONOXIDE DETECTOR ONE PER FLOOR IN THE STATES OF RI, NY, AND NJ 22 ALL BEDROOM OUTLETS SHALL BE ARC FAULT PROTECTED, INCLUDING SMOKE DETECTOR 0 8 4' RECESSED FACADE LIGHT RANGE HOOD o BAR LIGHT DUPLEX RECEPTACLE EXTERIOR LIGHT 220 V RECEPTACLE Y CEILING LIGHT 12 WITCHED RECEPTACLE SINGLE POLE SWITCH THREE WAY SWITCH $4 FOUR WAY SWITCH S' RECESSED CEILING LIGHT EYE BALL LIGHT REAL- FAN LIGHT COMBO Y® AGDC SMOG: DETECTOR ® CO DETECTOR © JUNCTION BOX ® ENTRANCE PANEL r--i FLOURESCENT LIGHT WALL LIGHT AMP MALEFEMALE CONNECTOR NCO SCONCE ® UNDER CABINET LIGHT ® TVJACK ® PHONEJACK WP WEATHERPROOF ® THERMOSTAT Ig SPOTLIGHT Q EXHAUST FAN BORE0 SAFETY SWITCH (DISCONNECT) AT 60'AFF NLY GFI GROUND FAULT CIRCUIT INTERUFTER Q AC RECEPTACLE CHIME ■ DOOR CHIME BUTTON 200 AMP SERVICE PANEL CIRCUIT IDENTIF. DESCRIPTION BREAKER M. WIRE SIZE WIRE SIZE BREAKER DESCRIPTION CIRCUIT DENTIF. A MP VOLT AMP VOLT 1 SMALL APPLIANCE 20A 110 12 -2 12.2 20A 110 SMALL APPLIANCE 2 3 SMALL APPLIANCE 20A 110 12 -2 12 -2 2DA 110 SMALL APPLIANCE 4 5 WASHER 2DA 110 12 -2 14.2 1SA 110 DISHWASHER 6 7 SPARE (CRAWL OR BSMT.) 15A 110 14-2 14-2 1SA 110 SPARE CRAWL OR BSMT. 8 9 BATH GFI 20A 110 12 -2 14-2 15A 110 GENERAL LIGHTING 10 11 GENERAL UGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 12 13 GENERAL LIGHTING 15A 110 14-2 1 14-2 15A 110 GENERAL LIGHTING 14 15 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL UGHRNG 16 17 19 RANGE/WALL OVEN 40A 220 83 83 11 40A 1 220 WALL OVEN 18 2D WATER HEATER- 25A 220 10-2 103 30A 220 DRYER 22 23 25 27 ELECTRIC HEAT- 20A 220 12 -2 12 -2 20A 220 ELECTRIC HEAT '° 26 29 31 ELECTRIC HEAT "' 20A 220 12 -2 14-2 15A 110 GENERAL LIGHTING 30 142 15A 110 GENERAL LIGHTING 32 33 SPARE (CRAWL OR BSMT.) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 34 35 GARBAGE DISPOSAL "' 14-2 15A 110 GENERAL LIGHTING 1 36 37 ��� 103 38 39 14-2 15A 110 WHIRLPOOL TUB (GFI 40 - IF DEDICATED SPACE IS NOT USED IT MAY BE REASSIGNED TO AN OPTIONAL CIRCUITS WATER HEATER MAY BE OMITTED WHEN ALTERNATIVE SOURCE OF HEAT FOR WATER SUPPLY IS PROVIDED BY BUILDER NOTE: ADDITIONAL CIRCUITS MAY BE ADDED OR DELETED AS FLOOR PLAN OR SALES CONTRUCT DICTATE 14. DWV PIPE 0 SIZED ACCORDING TO FIXTURE LOAD. 15. WHEN REOUIRED BY CODE A 3' VENT FOR A RADON REDUCTION SYSTEM SHALL BE PROVIDED AS A SEPARATE VENT FROM THE HOUSE DWV SYSTEM 1& WATER CLOSETS SHALL BE OF WATER CONSERVING, LOW CONSUMPTION 1.6 GALLON PER FLUSH TYPE ALL PLUMBING FIXTURES SWILL BE WATER CONSERVING TYPE 17. ALL MODELS MUST HAVE CLOTHES WASHER HOOK -UP. WASHER MAY BE LOCATED IN BASEMENT OR GARAGE 16. TWO STORY, SECOND FLOOR FIXTURES, OR FIXTURE GROUPS SHALL HAVE DRAIN STACKS SEPARATE FIRST FLOOR FIXTURES OR FIXTURE GROUPS. TWO STORY, FIRST FLOOR FIXTURES SHALL DRAIN HORIZONTALLY INTO THE HOUSE DRAIN. TWO STORY ACCESS FOR FIELD FOR FELD CONNECTION OF BOTH SUPPLY AND DWV SYSTEM WILL BE PROVIDED IN FIRST FLOOR CEILING. 19. IF PLASTIC PIPE PENETRATES FIRE RATED ASSEMBLY IT SHALL BE FIRE STOPPED BY AN AN APPROVED METHOD. I.E. FORA 1 HOUR RATED ASSEMBLY ULi FC2020, OR FC 2024 OR FC 2033 20. ISLAND FIXTURE VENTING SHALL NOT BE PERMRED FOR FIXTURES OTHER THAN SINKS AND LAVATORIES 21. EACH DWELLING SHALL BE PROVIDED WITH LAUNDRY FACILITIES. IF NOT PROVIDED IN BUILDING PORTION BUILT IN THE FACTORY THEY SHALL BE PROVIDED BY BUILDER ON SITE. SUPPLY NOTES: 1. ALL WATER AND DRAIN LINES ARE STUBBED THROUGH FLOOR ONLY, FOR FIELD COMPLETION (ALL HORIZONTAL PIPING IS W FIELD INSTALLATION IS OPTIONAL) 2. ALL POTABLE WATER LINES ARE PEX PLASTIC PIPE (COPPER PIPE TYPE -L' IS OPTIONAL), 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS 4. ALL VALVES ARE GATE OR ANGLE TYPE 5. ALL HOSE BIBS ARE 314' NONFREEZING OR DRAIN VALVE TYPE AND ARE BY BUILDER S. WHEN REQUESTED WATER HEATER IS SHIPPED LOOSE AND INSTALLED BY BUILDER FOREVU. EASEMENT: WATER HEATER MAY BE INSTALLED IN FACTORY FOR CRAWL SPACE MODELS (WHEN REQUESTED BY BUILDER} 7. NO PLUMBING IS DONE IN FACTORY BELOW 1st FLOOR CONNECTIONS BELOW FIRST FLOOR ARE BY BUILDER & PLUMBING INSTALLED ON SITE TO BE APPROVED LOCALLY AND FIELD TESTED. 9. PLUMBING WALLS ARE NOTCHED OR DRILLED (NOT EXCESSIVE) TO SUPPORT HORIZONTAL PIPING . WHEN REQUIRED. 10. EQUIVALENT FIXTURES AND MECHANICAL EQUIPMENT MAYBE SUBSTITUTED IF NORMALLY FURNISHED OR SPECIFIED EQUIPMENT IS NOT AVAILABLE 11. ANY VERTICAL COPPER TUBING TO BE SUPPORTED R-0' O.C. BY STRAPPING, 12. COPPER DISTRIBUTION SUPPORTS: AT THE BASE AND AT EACH FLOOR NOT EXCEEDING 10-V ON CENTER ( VERTICAL). MAXIMUM EVERY 6-T (HORIZONTAL). 13. WHERE CODE PERMITS, SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH ACCESS 14. 3M' MINIMUM HOT AND COLD MAIN SUPPLY LINE TO BE USED (1' FOR 20 DRIPS ANDOVER) WITH 12' SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES 15. FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD WITH MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL 16. ANTI -SCALD ANOOR THERMAL SHOCK PREVENTING DEVICES SHALL BE INSTALLED IN THE WATER SUPPLY TO ALL SHOWER AND SHOWERSATHIDG FIXTURES. 17. HORIZONTAL COPPER PIPING SHALL NOT BE SOFT CAPPER 1& SUPPLY PIPING IN UNHEATED AREAS (OUTSIDE WALLS AND CRAWL SPACES) SHALL BE INSULATED. PIPING SHALL BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE ZING FIXTURE ACCESS PANELS WILL BE PROVIDED PER APPLICABLE CODES 19. FLOOR JOIST NOTCHES MAY NOT EXCEED IRS OF JOIST NOTCH DEPTH AND MAY NOT OCCUR IN MIDDLE 1U3 OF SPAN. HOES MAY NOT EXCEED 113 DEPTH OF JOIST AND MUST OCCUR D IN FROM EITHER EDGE 20. SILL COCKS AND HOSE BIBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS 21. FUTURE VENT FOR BASEMENT MODELS, WHEN INSTALLED, TO BE CAPPED AND LABELED. 22 FACTORY INSTALLED WATER HEATERS WHEN ENCLOSED AN ACCESS PANEL IS SUPPLED. 23. ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS IN PLANT PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. 24. ENVIRONMENTAL CONSERVATION: ALL FIXTURES ARE TO BE WATER CONSERVING, MAXIMUN FLOW RATE FOR FAUCETS AND SHOVERS TO BE 3 GALLONS PER MINUTE, FOR TOILETS 1.6 GALLONS PER FLUSH 25. LEAD CONTENT IN SOLDER AND FLUX FOR COPPER TUBE JOINTS SHALL BE LEAD FREE 26. HOSE SUPPLIED (IF SUPPLIED) FOR SHOWER OR BATH SHALL HAVE A DIVERTER THAT WHEN WATER IS SHUT OFF REVERTS TO TUB POSITION AND PROVIDES A VACUUM BREAKER WHEN UNDER VACUUM (E.G. BATH SPOUT DIVERTER) OR SHALL BE PROVIDED WITH VACUUM BREAKER 27. BAI N ROUNa- SHOWERS ARE TO BE LISTED BY AN APPROVED AGENCY. PROJECT NAME: BUILDER OWN BY # DATE ELECTRICAUPLUMBING NOTES 44 S e ljulld1 5&-m-5 Inc, SPEC SISCA NORTHEAST TWO STORY SHEET $ 8 0 � ¢ � � � `" �r PROJECT SITE ADDRESS: DWN, BY. BAH VD 1004 SPRINGBROOK AVENUE, MOOSIC, PA 18507 LOT 7 BRIDAL RIDGE ROUTE 22 PROD. ID #: 250295 CHECKED BY: - w tel. (570) T74-1 DDO Rex (570) 7741010 PATERSON , NY 12563 BREWSTER, NY 10509 SERWL #: - DATE 8&05 w sr e In F, Tn O] ° N C 9 m-a #v cn --1 O n °i°= rn rg n M , LTL K Z �o U i REVISIONS I I v z oz D U `- O O D V1 o V 0 1 12x10 GA STEEL STRAP ATTACH WITH 48d NAILS SHIM AT RIDGE AS REWIRED 024' OIC EACH SIDE^' 2X4 SPF R1 # 2 RIDGE ATTACH TO EACH OTHER WITH 2 -16d NAGS 016OC 2X4 SPF #1# 2 FUP RAFTER NON HABITABLE SPACE ATTACH DECKING TO JOIST WITH Bd NAILS 0 C OIC- NOTES: 1. ITEMS NOTED WITH SHALL BE PROVIDED BY MANUFACTURER AND (INSTALLED BY BUILDER ON WE ITEMS NOTED ') SHALL BE PROVIDED BY MANUFACTU RAND INSTALLED BY SET CREW ON SITE AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL 2. FLOOR INSULATION IS NOT REWIRED IF BASEMENT IS CONDITIONED SPACE AND FOUNDATION WALL IS INSULATED PER APPLICABLE ENERGY CODE (RESCHECK) 30 YR. SELF SEALING FIBERGLASS CLASS C SHINGLE OVER 15# ROOF UNDERLAYMENT AND 5W AGENCY RATED ROOF SHEATHING OIC PER SCHEDULE r— ICE SHIELD 36 WIDE FACIA ' EXTERIOR FINISH —(SEE EXTERIOR ELEVATK)N) AGENCY RATED SHEATHING (NOMINAL 117) INFILTRATION BARRIER TO COMPLY WITH ASTM 0226 160 NAIL ®®17 C/C OR 11/7 XIZ X Z0 pa STEEL STRAP ATTACHED WW 48d NAILS . r FLOOR PERIMETER AND TO SILL PLATE 046 OIC IN 90 MPH WIND ZONE AND 024' OIC IN 110 MPH WIND ZONE C) _ R-19 INSULATION WIVAPORBARRIER EXTERIOR FINISH L(SEE EXTERKR ELEVATION) AGENCY RATED SHEATHING (NOMINAL 117) 16d NAIL W 17 OIC OR 110 X1 X20 STEEL STRM ATTACHED IN 48d NAILS FLOOR PERIMETER AND TO SILL PLATE ®46 OIC IN 90 MPH WIND ZONE AND 024' OIC IN 110 MPH WIND ZONE G SIT DIA. ANCHOR BOLT IMBEDDED IN CONCRETE MIN. 7' 161N MASONRY) O.C. MAX 17 FROM CORNER(') CONCRETE PARGING COVER WITH BITUMINOUS COATING FOUNDATION WALL BY BUILDER PLANS ENGINEERED FOR 16 THICKNESS PERFORATED DRAIN TOE C GRAVEL BED 2X10 JOIST PER SCHEDULE 0 Z4.OIC 2IZZI6 DOUBLE TOP PLATE BEARING STRIP 2X3 STUD GRADE(S) N4 WITH h8 TOP PLATE SPF STUD GRADE (S) 2X3 STUD GRADE STUD 016 O.C. 2x6 016 OC SPF STUD GRADE (S) 117 GYPSUM BOARD APPROVED —STOPPING 117 GYPSUM BOARD MATERIAL TIGAGENCY OJ 2000.93'6 FLOOR BRIDGING (OPTKNJAU 117 BOLT WITH NUT RATED FLOOR JOIST 018' OK: AND WASHER (NOMINAL 3M� 217x616 DOUBLE TOP PLATE 518' GYPSUM BOARD 2117x518' BEARING STRIP BEARING STRIP 2X4 STUD GRADE($) Z(4 WITH 2x6 TOP PLATE SPF STUD GRADE (S) 2X1 STUD GRADE STUD 016 O.C. Z(6 016 OC SPF STUD GRADE (S) ' 117 GYPSUM BOARD APPROVED DRAFTSTOPPING 117 BOARD ���... GYPSUM 117 if T6GAGFNCY RATED FLOOR OJ 2000 -9316 FLOOR JOIST 017010 BRIDGING(�ONNJ AND WASHNER (NOMINAL 391 • 2zB P.T. SILL PLATE WI SEALER' FLOOR INSULATION PERRESCHECK BY BUILDER 3117X7' X114' STEEL PLATE 3117 STEELCOLUMN SEE FOUNDATION PLAN FOR SPACING NOTE: FOR FOUNDATION AND 90' MIN FOR FULL FOOTING, SEE SHEET( BASEMENT OR 16 MIN. FOR CRAWL SPACE 24' MIN, FOR AREAS REWIRING MECH. FOOTINGS TO BEAR ON NSCERRVVIICEESSLpB ON B MIL VAPOR B4RRIER Vx3Vxip FOOTING #4 RE-BAR CONTINUOUS UNDISTURBED SOIL (3Pz36z17IN MA) FACIA ' EXTERIOR FINISH —(SEE EXTERIOR ELEVATK)N) AGENCY RATED SHEATHING (NOMINAL 117) INFILTRATION BARRIER TO COMPLY WITH ASTM 0226 160 NAIL ®®17 C/C OR 11/7 XIZ X Z0 pa STEEL STRAP ATTACHED WW 48d NAILS . r FLOOR PERIMETER AND TO SILL PLATE 046 OIC IN 90 MPH WIND ZONE AND 024' OIC IN 110 MPH WIND ZONE C) _ R-19 INSULATION WIVAPORBARRIER EXTERIOR FINISH L(SEE EXTERKR ELEVATION) AGENCY RATED SHEATHING (NOMINAL 117) 16d NAIL W 17 OIC OR 110 X1 X20 STEEL STRM ATTACHED IN 48d NAILS FLOOR PERIMETER AND TO SILL PLATE ®46 OIC IN 90 MPH WIND ZONE AND 024' OIC IN 110 MPH WIND ZONE G SIT DIA. ANCHOR BOLT IMBEDDED IN CONCRETE MIN. 7' 161N MASONRY) O.C. MAX 17 FROM CORNER(') CONCRETE PARGING COVER WITH BITUMINOUS COATING FOUNDATION WALL BY BUILDER PLANS ENGINEERED FOR 16 THICKNESS PERFORATED DRAIN TOE C GRAVEL BED rn °�1- .if M- -- - - -- Cb Ile _ -- ------ -- c/ L 441� � ��� o�ti1� c�3 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES CONSTRUCTION PERMIT FO ATMENT SYSTEM PERMIT # P - 4 Located at Town or VirE rage ;yam Subdivision name ,-, ,9 ilr_ �'. Subd. Lot # _7 Tax Map Block 1 Lot Date Subdivision Approved Owner /Applicant Name Ue, Mailing Address B 1-t w S J 1 I Renewal ,r/- Revision Date of Previous Approval 3 L 0 Cr rem ct- Zip OiV GC, Amount of Fee Enclosed 3 CT6 Building Type LL J., Lot Area 1, ;ff No. of Bedrooms 4 Design Flow GPD RO 0 . Fill Section Only Depth Volume PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage System to consist of j`Y1 gallon septic tank and Other Requirements: To be constructed by T D J) Address Water Supply: Public Supply From ,ar: Private Supply Drilled by _I ril Address Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage 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 Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. Signed: Address R.A. Date -4-6 -02— License # 13� 12-4 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 onsidered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. proved f ischarge of domestic sanitary sewage only. By: Title: (At,- Date: 1� White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CP -97 BRUCE R. FOLEY Public Health Director TO: PROJECT: LORETTA MOLINARI R.N., M.S.N. Associate Public Health Director Director of Patient Services DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York 10509 Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Early Intervention (914) 278- 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 DEPARTMENT OF ENGINEERING AND DESIGN REVIEW DELEGATION STATUS FOR SUBSURFACE SEWAGE TREATMENT SYSTEM PROGRAM DELEGA TED 5W'�t &.7 TOWN: C S P K PV DATE SUB'D APPROVAL: Z 4-1 NOTICE OF COMPLETE APPLICATION DATE: Z a L PUTNAAI COUNTY DEPART,NIE \T OF HEALTH .. DMSION OF ENVIRONMENTAL HEALTH INDIVIDUAL WATER SUPPLY & SUBSURFACE SEWAGE TREATMENT SYSTEMS REVIEW SHEET FOR CONSTRUCTION PERMIT NA AE OF OWNER: STREET LOCATION: REVIEWED BY: RBI, OR, AS, SRDATE: 1 j •\ DOCUMENTS �PER?,IIT APPLICATION ,�)WELL PERMIT OR PWS LETTER LETTER OF AUTHORIZATION L6 DESIGN DATA SHEET (DDS) CORPORATE RESOLUTION SHORT EAT PLANS -THREE SETS HOUSE PLANS - TWO SETS U VARIANCE REQUEST SUBDMSION � 4LQLJSUBDIVISION )LEGAL SUBDIVISION APPR VAL CHECIaD U(__)PERC RATE (__) FILL REQUIRED_ t_• DEPTH CURTAIN DRAIN REQUIRED GENERAL LOCATED IN NYC WATERSHED UUPLANS SUBMITTED TO DE �_JL_)DELEGATED TO PCHD ( —JUDEP APPROVAL, IF REQ'D (�( )DEEP TEST HOLES OBSERVED UUPERCSTO BE WITNESSED UUEX-APPROVAL SSDS AD7, LOTS UUNVETLANDS- .(TOWN/DEC.PERNITT. REQ'D ?) (�(�DATA OY DDS PLANS & PERMIT SAME ( J(�__)PRE 1969 NEIGHBOR'NOTIFICATION (___)ULETTER BI/ZBA ( —J(`___)100 YR. FLOOD ELEVATION W/1200' ( _)USOIL TESThNG LOTS >10 YEARS OLD REQUIRED DETAILS ON PLANS _jtjSEWAGE SYSTEM PLAN - (NORTH ARROW) ( SSDS HYDRAULIC PROFILE GRAVITY FLOW DESIGN DATA: PERC & DEEP RESULTS &72'CEXISTING & PROPOSED DRIVEWAY & SLOPES;, CUT ' ONTOURS FOOTING /GUTTER/CURTAIN DRAINS USDA SOIL TYPE BOUNDARIES TITLE BLOCK; OWNERS NAME ADDRESS TN&, PE/RA; NAME, ADDRESS, PHONE# DATE OF DRAWINGIREVISION ( DATUM REFERENCE . �LOCATION OF WATERCOURSES, PONDS LAKES,WETLANDS WITHIN 200' OF P.L. (�PROPOSED FINISH FLQOR AND BASEMENT ELEVATIONS WELLS & SSDS'S WAN 200' OF SSTS (_J PROPERTY METES & BOUNDS U(__)EROSION CONTROL FOR HOUSE, WELL & SSTS, EROSION CONTROL NOTE . CONIMENTS: (REVSHEET)09 /01/00 TAX I,LAP =: (CONFIRI%IED) Y j��` (REQUIRED DETAILS 0\ PLA \S CO \I'D) HOUSE SEWER -' /i" FT. 4 "0'; TYPE PIPE CAST IRON. NO BENDS; AiAX BENDS 450 W /CLEANOUT RENEWALS USITE NOTE (NO CHANGE) FILL SYSTEMS 10' HORIZONTAL; PAST TRENCH SLOPES 3:1 TO GRADE C_J FILL SPECS.' FILL NOTES 1 -5 (_-) FILL PROFILE & DIMENSIONS MFILL Pi EX-PAiNSION AREA FILL GRE.9TER 7WAN2 FEET CLAY BARRIER FILL CERTIFICATION NOTE. ( DEPTH GAUGES U VOL. ON PLAN FOR RO.B., UNCLASSIFIED & IMPERVIOUS U SEPARATION DISTANCE FROM TOE 'OF SLOPE TRENCH LF TRENCH PROVIDED LOFT MAX. U PARALLEL TO CONTOURS (�100'% EXPA -'SION PROVIDED (�DETAIL/DUST FREE CRUSHED STONE OR WASHED GRAVEL. GEOTEXTILE COVER // SEPAR4TION DISTANCES ON PLAN :MOM SSTS . (_}( 10' TQ P.L. DRIVEWAY, LARGE TREES,TOP OF FILL . f �/ l�tl'Tf1Ff1TT \TYTTf1NWAT.T_C - lUU' 1 U' \YELL, lUU' h�i.LLUll,1JU' TU YlLS 0100' TO STREA.\I, WATERCOURSE, LAKE (inc. espati) C_)� 50' TO CATCH BASIN, 35' SIOR_NIDRAL\, PIPED WATER ( IX—J10' TO WATERLINE (pits -20') -� {__)50' L\"IER`IIITENT DRARiAQE COURSE . /)200'1500' RESERVOIR, ETC. _ 150' GALLEY SYSTEMS. (_!) 10'.MIY TO LEDGE OUTCROP SEPTIC TANK 10' FR0IN1 FOUNDATION; 50' TO WELL WELL DIZIEitiSIONS TO PROPERTY LINES -- (__) LOCATION OF SERVICE CONNECTION UUtiIIN 15' TO PROPERTY LINE SLOPE SLOPE IN SSTS AREA (S20 6 /o ) (REGRADED TO 15 %, IF REQUIRED DOSE/PLTNIP SYSTEMS (__) PUAIP NOTES U(' DOSE 75% OF PIPE VOLUbIE/DOSE VOLUME NOTED U DETAIL FOR FORCE MAIN, (PIPE TYPE, ETC.) P AND D -BOX SHOWN & DETAILED DAY STORAGE ABOVE ALAR,ri CURTATNDRATN j__)I0'MLN STANDPIPES, 5' BOTH SIDES, DETAIL 15' AIL`( to CDS= >S %,20'4% %25'- 3 %,35' -1 %,100 % -<1% 20' AIIN to CD DISCHARGE /100' with 182 cons day discharge to NON - PERFORATED PIPE Harry W. Nichols Jr., P.E. Patterson Park, Suite 106 2050 Route 22 Brewster, NY 10509 Ox Telephone (845) 2794003 Fax (845) 2794567 April 8, 2002 Mr. Robert Morris, P.E. Putnam - County Health Department One Geneva Road Brewster, New York 10509 Re: Individual SSDS -- Renewal. Bridle RidgeEstates Bridle Ridge Road Patterson, New York T.M. # 5. -1 -20 Dear Robert: 1. ' Five - (5). prints - of.drawing SS -7, "Proposed S.SDS, "- revised 4 /4/02. 2. "Short FM," dated 4!8/02_ 3. "Application for Approval of Plans for a Wastewater Disposal System." 4. Construction_ Permit for Sewage Disposal. System," dated 4 /8/02. 5.. "Application to Construct a Water Well," .dated 4/8102. 6. E `Design Data Sheet." 7. `Letter. of Authorization." 8. Two (2) copies .of.Residence- loo-- Plan(s),,for `Bedroom Count .Only." 9. Review Fee in the amount of $300.00. k/ We would appreciate your -review, _approval .and issuance of the Construction -Permit at your earliest convenience. Very truly yours, Ha 17y W. Ni�Jr. P.E. HWN:JM.jmm 00- 005.00ap 14-164 (995) —Text 12 PROJECT L0. NUMBER � ..., >, 81..`..... _._ .SEAR Appendix C _ .... ... State Environmental Quality R�vl�w SHORT ENVIRONMENTAL ASSESSMENT FORM For UNUSTEp A0TION$ Only.�L PART I— PROJECT INFORMATION (To be oomPleted by Applicant or Pmjw spomwo 1. AM R © fn 2. PROJECTp NAME— l ( _............ „v.-L J, PROJECT LOCAT1014 , Ww"Pallty County . PRECISE LOCATION (8t I addrsaa,/wW r"4 Intvwtbn% prominent Im marks, etc, of p_romMe map) d i �1 rsa', 'hr4.. 5. 13 PROPOSED ACTIM: NeW _._0 ElcpwWW ❑ ModlUcauonlalteratbn _� .. ..._ 5. DESCRIBE PROJECT t3RIEFLYt T1 7. AI.IOUNT OF LAND AFFECTFAC _. _._. ... _.. . Inliully I., Ulum4t taro a. M4 Pfl4M= ACTION OOUKY W TH EXISTING ZONINO OR OTHER EXJMQ LAMP, U'59 RE8TRICTIO"1 ...:.:.:. Yes D No If No, des al brWly ~ ` 9. WHAT 13 PRE W UWG U" Vj VaNITY OF PROJEOTt II Raatdanu ❑ wo�' w ❑ CornmwQlal. ❑ Agriculture ❑ PwWFo(aet/Open apace ❑ OUw . to. DOES ACTION IWOLV9 A WAUT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTNER GOVEiWMFNTAL AGENCY (FEDERAL, _..STATE OR LOCAL)? w ❑No' U M Wt sgenoM and permlUapprovala - 41 A'y 11. DOES MtY� OF N A"" HAVE A WNWJMY VAUD PUUA 09 APPROVAW .. ; . O Yea .. u y 1W.40001oy w" vtd v«ntivappmij __ _ ........ _ ...... 12. AS A RESULT PROPOSED ACTION WILL EXISTING PEIWR/APPROVAL FA WRE MOOIFlC/ r4W ❑ Yei No l I CERTIFY TMT INFO W 'I)ON PWAD90 ABOVE I$ TRUE TO THE 6EST OI< 1iy IWOWLEDGE ' . JTH9 "li t '1Lt�+ Aavuc+nuaponaor Item« J.s� 6 _0 If the action Is in tha.Coastal Area, and you are a state agency, complete the . Coastal Assessment Form before proceeding with this assessment r'A1iI II— Cr4VIKVNIvCrV1A6A00.0"MronI t1V Vv VV11.1171t'Iw w7 - W -11vrr A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 1 NYOM PART 611.17* If yes, 000rdirutt'ttie review process and-use-th♦ FULL EKF. ❑Ya ❑NO - B. WILL ACTION RECEIYE COOROINATEO UM All PWV10E0 FOR VHUOTED ACTIONS IN 0 NYCRR, PART 0 17-47 If No, i no9ativt declustlon may W superseded by alfOlher.Invowtttw aQMOy , ❑yes ONO vG , c. CouLo ACTION RESULT IN ANY ADVERSE 9FFEOT4 A3SoolAT90 WITH THE FOLLOWINO: (Answers may Oe "Wwrllten, II legible) c:. Exiittng. air Quality; surface or grouridwAe/ quality W ouant►ty, Weiss levels, existing tiallle_pat)er�s, X0114 waste production -or dlspOSat, potential for eroison, dralnapa Or Itoodltig Owe"? Explain brlelly: cz. Aesthetic, agricultural, archaeological, historic, or other natural or cultural resources; or community or nelghborfwod charscttr? Explain brlsllr: CJ. vepelatlon or fauna, Ilan, shell JIM or wlldllfe spwles, slgnlllcanl habitats, or threatened or endangered speolss7 Explsln. bflelly: C4. A oommunity's existing plans or goals as officially adopted, or a change In use or Intenalty of use ol.Iand or other natutal.reaoyrreaT ExRlsln briefly C- CS. Growth, swoseQutnl dwelop~4 or related eothlila likely to too Induced by the proposed eotlon7 Explain briefly. :5 C6. Long term, ahwt term, ourtwtaUve, or oUw effects not "UlNd in 0145? Explain briefly. Lz C— co ,I. Other Impacts (Including change# In use of eilher Quantity or type of energy)? Explain bristly, - 0. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHAMCTERISTICS THAT CAUSED THE ESTABUSHMEW OF A CEA7 Oyes . ONO is TMERt-OR IS THERE LIKELY TO Bt; 0ONTf4OY6R3Y.R1LAT6b TO.POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? ❑ Yes ❑ No .II Yes, explain briefly ART III — DETERMINATION OF SIGNIFICANCE (To be completed by'Agency) INSTRUCTIONS; For each adverge effect Identified above, determine whether It la substantlal, large, important or otherwise significant. Each eflect should be U**" In oo yWillon with Its (y getting t,I.s. urban or ruralk.-(b�probWjJty of..00p4aing :.(c) 4u(atlon; (d) Irreversibility; (e) 9w9raphlo scope; and M magnitude. If nece#sary, add ottaotynents or rtfomnoe oupponInp materials. Ensure that explanation# contain sufficlent detail to show that all relevant adverge Impacts have been Identlfled.and adequately addressed. It Question D of Part 11 was checked yes, the determination and signlfldarice must 0YOVate.the potentlai Impact of the proposed actlon On the environmental characteristics of the CEA. ' Check this box If you have Identified one or more potentially lame or significant adverse Impacts which MAY occur, Then proceed directly to the FULL EAF and/or prepare a positive declaration: CD Check this box If you­havo.determined, 04400 On the InformaUon 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;. _._. amt ol Lead my r+nl Or ypi Nanw of .. a.. C;ad Apncy e :rnatvrt 01 Itisponsibie Y . . •,.. we 91 Firlp"vir pent Imm t espon s t o er f 4 t '1 n PUTNAM COUNTY DEPARTMENT OF HEALTH __..... DIVISION; OF: ENVIRONMENTAL° HEALTH ,S..RRVIC-ES� ." ,.." APPLICATION FOR APPROVAL OF PLANS FOR A. WASTEWATER TREATMENT SYSTEM 1. Name and address of.applicant: Location 2. Name of project: ►-� a�s - �� :1 _� 3. T /yi, . , 4. Design Professional: 4./, _ 5. Address: 6. Drainage Basin: 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) ?' " Type Status (check one)., ....... . .... ........ ............... Type I . Exempt _..: Type II Unlisted'- .... 9. Is a Draft Environmental Impact Statement (DEIS) required? ......................... d . 10. Has DEIS been completed and found acceptable by Lead Agency? ...% -4 ; 11. Name of Lead Agency 12. ` Is this project in an area under the control of local planning, zoning, officials; ordinances? ......... ............... ........ .............. 1.....r. ta. If,so, have plans been submitted to such authorities? ......................... -U 14 Has preliminary approval been granted by such authorities? Date granted: 15. Type of Sewage Treatment System Discharge ................. surface water r / groundwater 16. If surface water discharge, -what is the stream class designation? :...:..:.:::.:..::. 17. Waters index number ( surface) ..................... :........................................... ... :: .... 18. Is project located near a public water supply system? ....... .. .I ............................ _,zvel 19. If yes,``name_of water supply /� %A- Distance toLwater supply , 20. Is project site near a public sewage collection or treatment system? :.............. NO O _ 21. Name of sewage system _ g y /11�i4 Distance'to :sew_a e s stem ,. -- 22. Date test holes observed 1 13 6 o 23. Name of Health Inspector 24. Project design'flow (gallons per day) .................................. .... ........................... :..:, 25. Is State. Pollutant Discharge Elimination System ( SPDES) Permit required ?... A) 26. Has SPDES Application been submitted to local DEC office? ......................... /Form PC -97 2 27. Is any portion of this project located within a designated Town or State wetland? Xa 28. Wetlands ID Number ........................................................ ............................... /(/ 29. Is Wetlands Permit required? .............................................. ........ .I...................... NO Has application been made to Town or Local DEC office? ............................... 30. Does project require a DEC Stream Disturbance Permit? -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 c 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 0 DESCRIBE: 33. Is there a local master plan on file with the Town or Village? ......................... 34. Are community water and/or sewer facilities planned to be developed within-- - 15 years in or adjacent to project site? ................................ ............................... 35. Are any sewage treatment areas in excess of 15% slope? . ............................... i 36. Tax Map ID Number .......................... ............................... Map r,' Block 1 Lot -?-6 37. Approved plans are to be returned to ..... Applicant t/ 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 watShed.may also require DEP reviewand approval of other aspects of a project, such as stormwater plans oF4he lion of . a-W �- impervious surfaces, and the project applicant should obtain the appropriate forms for sucl�ctiiA. es_from DEP and submit those forms to DEP for review and approval. °mss If the application is signed by a person other than the applicant shown in Item l .,the_licaon,,iust be accompanied by a Letter of Authorization (Form LA -97). Failure to comply withahis ision may be grounds for the rejection of any submission. -: _..._ c C I hereby affirm, underpenalty of perjury, that information provided on this form is trot 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 Low, r 1 SIGNATURES &OFFICIAL TITLES: Mailing Address: ................................... 00 3-o f4c_ '-Q PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL please print or type PCHD Permit # , cl U 0 Well Location: Street Addreess:i TownNiftge Tax Grid # rt �t;RL t-• Map 1 Block j Lot(s) Well Owner: Name- f� Id dress:r���� Use of Well: -y/kesidential 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 q gpm # People Served _L Est. of Daily Usage 000 gal. Reason for Replace Existing Supply Test/Observation _ Additional Supply Drilling /New Supply (new dwelling) Deepen Existing Well Detailed Reason e for Drilling Well Type _ ,Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No Is well located in a realty subdivision? ...................................... ............................... Yes J'— No Name of subdivision $� cc,� c= �ic �,r: a a �'r �' Lot No. Water Well Contractor: 1� Address: Is Public Water Supply available to site? .................................. ............................... Yes No 1/ Name of Public Water Supply: Town/Village —` Distance to property from nearest water main: 'Al /,- Proposed well location & sources of contamination fo be provided 1 on separa a sh et/plan. Date: - - 0? 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 Permit Issuing fficial: Atilo Date of Expiration Title: ( i Permit is Non - Transfer • le White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 .� PUTNAM COUNTY DEPARTMENT OF HEALTH �� DIVISION OF ENVIRONMENTAL HEALTH SERVICES (31e��6F DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM E $i Owner o > -11:YQt a& _ t�ls �� �`� - ,� r ale �� Address B te-i &e Located at (Street) 01001-e R1'OGF &190 Tax Map 5 • Block Lot 20 (indicate nearest cross street) Municipality 4rr�2. Sd� Drainage Basin � �ir DP�L� (- n T 7 'n r, T) i",rl v, 1, Ir r. r.. 'r r, -11 ri I I .. .. I ......... .. ..- : i. .. . `.' ♦ J. i � . _ 1 1. - > ..: Y Date of Pre-soaking oR000 Date of Percolation Test Hole No. Run No. Time Start - Stop Ela se Time i Iin.) De�ppth to Water. From Ground Surface (Inches) Start Stop Water - Level Drop In - -- Inches Percolatio: Rate Min/Inch 2 �l;i�- ��� J40 s 1 .� �U ��. `� 02�� 1, � � '' � �• '' 2 2 3 /�:a3 -1a ;33 36) a.2-' a3 'I �� -e 1 2 % �T 3 ;1 4 �f 5 NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are QvLd111r;u - percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch), All data to submitted for review. 2. Depth measurements to be made from top of hole. - - Form DD -97 . d.. .. .. .. TEST: PIT DATA.. ... DESCRIPTION OF SOILS ENCOUNTERED..IN TEST HOLES DEPTH HOLE NO. HOLE N0. HOLE NO G.L. •� ', . . _ ... �... ..: � f -- 1.5' _ li 3.0' L.o 3.5' 4.5 ' 5.0 7.0' 7.5. 8.5' . . A .. 9:5' — rT 10.0' :.. r-1 Indicate level at which groundwater is encountered Ind icate'le"vel at which mottling is observed H Indicate -level to which water level rises after being encountered i'L ►�0 - C� 12 j Deep hole .observations made by: �� ",, Date 1 ! 3 .00 Design Professional Name: N►LOL5, 4-, QE-- Address: IM 011E,t. )rj �4SO - - Design Professional's Seal c No 56124 p�OF,SSI��P� PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES LETTER OF AUTHORIZATION RE: Property of Rj-L' '.0 !� ���a 1 ✓s' �, j�r'�'�� .. Located at '13 P t drdL, Tax Map # J�, Block Lot Subdivision of tT �T cJ Subdivision Lot # 7 Filed Map # Date Filed 2--2-1-91 Gentlemen: This letter is to authorize Act r &I `L Xis a duly licensed Professional Engineer) /or Registered Architect to apply for the required wa;tewater 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, and to sign all necessary papefs'on my behalf in connection with this matter and to supervise the construction of said wastewater tretment and/or water supply systems in conformity with the provisions of Article 145 and/or 147 of the Education Law, the Public Health Law, and the Putnam County Sanitary Code. . Very truly y2MA/m, Countersigned: Signed: P.E., R.A., #` lei f (Owner of Property) Mailing Address p)`{�� Mailing Address: rt G, ��zr .iis t. k� a ✓ State _ /U' Zip 0 5_© Telephone:7�1� 0 ;� State Zip 10 S` 0 Telephone: 94 �_ - - ��1_'i - C.e t Form LA -97 � y BATH BEOROOM A y DE • ;�, ORt:SStNG ' 8" 8EOR00>'.1 3 . WALK' 1 ?' -0" x 10'-0' J IN CLOSET Le Vol. ' N MASTER SEOROOM OEDROOM 2 _ OPEN 17''0 x 16'•8' 11' O' 1 S'•8' f _ f IN SECOND FL0.0R 4828 = .-.1344SF PUT it M CGUNTY Da', P.iTfi BIFNT OF HEALT HOUSE *PLA 4S COUNT ONLY, •� f' �' KITCHEN HE E IT DINING HOO�1 „�. "1.OR,N1�(J.O _�^ i i. 'ti'31 i L?t AY�l'IitTV11i .' �14 p% SIG ATUM" LIVING MOOu 17'•0" ■ 111'•0" FIRST FLOOR OPEN ; ABOVE ' u fAUILY R00M 13' 0" • 17' 0•. POYEM �• 4828 / � / i ` o lic 11 11111 EWE PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES CONSTRUCTION PERMIT FOR SE ATMENT SYSTEM ,o PERMIT # I 9.O 0 �J Located at j F'1DiZ JL%D 1'"1=- 9--P" Town or Village Subdivision name 6?"D� � �► ' Subd. Lot # Date Subdivision Approved V 111 M Owner /Applicant Name Tax Map 5 • Block 4 Lot Renewal Revision _ Date of Previous Approval fl, 11-9 Mailing Address F0 PDX 61/M NEW r—A1 P-PI t%L-U Zip Z Amount of Fee Enclosed Building Type K6106-�1L5 Lot Area �' � No. of Bedrooms '+ Design Flow GPD D00 Fill Section Only Depth Volume PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage System to consist of s9jekA Lt�- Other Requirements: �� C-1 w-- To be constructed by T b 0 Water Suunly: Public Supply From or: A Private Supply Drilled by 1r).60 T lip gallon septic tank and 60a Lf PO Address Address Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage 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 Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two, (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. Signed: All-AAA- P.E. X R.A. Date I 'LlI Address I TO d4tj P4 ,P(L �T — N J la �� License # 1 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 pe , pprove for discharge of domestic sanitary sewage only. By: evlyuz ;tv Title:S t /I C —A-A —Date: 2 c�`' White 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 print or type PCHD Permit # Well Location: Street Address: Town/Village Tax Grid # M %E PNE Map s Block Lot(s) 2-0 Well Owner: Name: Nam �A Address: 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 5 `%gpm # People Served 4) -S Est. of Daily Usage 00 gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling )C New Supply (new dwelling) Deepen Existing Well Detailed Reason for Drilling Well Type Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No Is well located in a realty subdivision? ...................................... ............................... Yes )C No Name of subdivision N-ADL-5- P- %OkA1: l 6TNTIEFh Lot No. Water Well Contractor: fii b f Address: Is Public Water Supply available to site? .................................. ............................... Yes No �Z Name of Public Water Supply: NA N Town/Village Distance to property from nearest water main: Mp, Proposed well location & sources of contamination to be provided on separate sheet/plan. Date: Applicant Signature: I 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 ,pproved plan requires a new permit. Well to be constructed by a water l driller certified by Putnam '/ J A4 Date of Issue Permit IsRm fficial Date of Expiratio fl ±J- a Title: Permit is Non- Transf rrab e White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 .............. lI .. ......... ....... ...... ...... ...... % x.:. . . . . . . . . . R" ;. :,�TIONS TO THESE HOUSE SEC. , '-0!0 !0 4828 =--1 344S F A4 -1 PCDOH FOR APPROVAL KITCHEN DINING , * fi 00 M MORNING AGOM 4-Aj r :j 13' 0- w 12*-0 C. OPEN tt ABOVE LIVING ROOM FAWILY MOOLA FOYEM FIRST FLOOR BATH 1> BEDROOM A ORESSINC;- BEDROOM 3• WALK' 13,-o- x I o'-0- CLOSET 7 !•:t ASTER BEDROOM BEDROOM 2 OPEN 17'-0 16'.8- a, 0*, s'-8— 1�1 PUTNAM COUNTY DE 44LA 1 �Br 11 OV 0 MOUSE PLANS APPROVEDFO<;� B.rD f OOM COUNT ONLY, . I IN mr "n R 0 3 R" ;. :,�TIONS TO THESE HOUSE SEC. , '-0!0 !0 4828 =--1 344S F A4 -1 PCDOH FOR APPROVAL KITCHEN DINING , * fi 00 M MORNING AGOM 4-Aj r :j 13' 0- w 12*-0 C. OPEN tt ABOVE LIVING ROOM FAWILY MOOLA FOYEM FIRST FLOOR �.tj�"�u .- i�A i (-0 Lilti J.'Y 1��EPA.R CMEi\T OF HEALTH Dl Y �SIOi� OF ENVIRONMENTAL HEALTH SERVICES LETTER OF AUTHORIZATION P.E : Pro? e < <y o f i -AP-P '� Located at B�L10r =f P --WeA� Q-0^0 T IV p,611-7RP-61D i—1 Tex Map r S< Bloc?• Lot �o Subdivision of 8 -IDLE Subdivision Lot r Filed Mac) r Gentlemen: This le�-Ler is to authorize 40,P4LY W- 1�1lGH�1,.Fj , J' - PF a duly licensed Professional Engineer or Registered Architect to apply for the required wastewater treatment and/or water supply permits) to serve the above -noted property in accordance with the standards, rules or regulations as promul?ated by the Public Heal(h Director of the Putnam County Health Department, znd'to sign all necessary papers on my behalf in connection Nvith this matter and to supervise the construction of said wastewater treatment and. /o: N,,ater supply systems in conformity the provisions of �.ricle 145 and /or 147 of the Education Law, the Public Health Law, and the Putn2'n.CQUnh' Sanitary Code. Countersio e P. E., R. A., Mailing Addcess B F45 w �b'r f�- �- stare HY '`'� Very trul }• yours, �P etl J Sided• X $ ►�� Mailing Address: p0 Zip State New r-AI P4- E L-P zip Telephone: (°�1�� 'x-'18 - Ge1016 Telephone :('Lod '�1 +�.� o2�i DGE ESTATES otice for land ssociation of lividuals and olicy number nsferable. J 200/ L R /GHTS RESERVED I is a Violation lC /4 W1 WN HEREON BEING LOT 7 'FINAL SU601 VISION MAP IDLE R/OGE ESTATES': —D IN THE =UTNAN/ COUNTY W O/V FEB.2/, 1989 AS / l A ,5 j/ i ," � oaP�NPG� /v s l:- ENT EPgEN' 00�1 �P -?VI / P� / BOG 01' ME March 23, 2000 Robert Morris, P.E. Putnam County Health Department 4 Geneva Road Brewster, NY 10509 RE: Proposed SSTS: McGowan Bridle Ridge Estates, Lot #7 Town of Patterson TM #5. -1 -20 Dear Robert: Harry W. Nichols Jr., P.E. 311 Clock Tower Commons Route 22 Brewster, NY 10509 Telephone (914) 279 -4003 Fax (914) 279 -4567 In response your review letter dated February 22, 2000, we offer the following: 1. Notes 1 -15 are now provided. 2. 4" CIP is now noted to have a 1/4" per ft. (min.) slope from house to septic tank. 3. 1' of fill is now provided for 10' past edge of trenches. 4. 100% expansion is now provided. 5. Required notes and fill section is now provided. We request the review and issuance of the Construction Permit at your earliest convenience. Very truly yours, Harry W. Nich is Jr., P.E. HWN:JM:his 00- 005.00 -7�- PUTNAM COUNTY DEPARTMENT OF HEALTH 4-© DIVISION OF ENVIRONMENTAL HEALTH SERVICES OPP& DESIGN DATA SHEET - SUBSURFACE SEWAGE TAEATMENT SYSTEM � Address rob 0IM NEW t� LT W �fo 06 1' r;-111' Owner Owner Located at (Street) 131? pLr.F gl'�h� IWO Tax Map Block Lot �D (indicate nearest cross street) Municipality Z%4 AP-62, 54 a.1' Drainage Basin -F "7r C' -)TT -n -r -n Tl;" („7'' Yl rr-• { _ ..:, i .. ._.. -. .. ,�.•1�_ i. i. . J. ice.." Date of Pre - soaking °m~� �` li Date of Percolation Test 1-13—&2000 Hole No. Run No. Time Start - Stop Vag Time 1lin.) Depth to Water rom Ground Surface (Inches) Start Stop Water Level Drop n Inches Percolation Rate Nlimgnch 1 2 i� -��- �1��a a0- as ` ate, 3 2.3 3 / /, /�v /� 3V, ti �3 i ( /Dr / 4 ����� -1a: � 3o fit' �� 5 54 / 5 1 2 '� s 3 r dr 4 5 NOTES: . 1. Tests to be repeated at same depth until approximately equal percolation rates are oblainea a< <a percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD -97 47 DEPTH G.L. 0.5' 1.0' 1.5' 2.0' 3.0' 3.5' 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 8.5' 9.0' 9.5' 10.0' TEST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES HOLE NO. 9 HOLE N0. Z Indicate level at which groundwater is encountered WHE Indicate level at which mottling is observed Indicate level to which water level rises after being encountered Deep hole observations made by: ��. RV I Design Professional Name: IN. Address: 9-p I'd11�l.TbWeJ �� Signature: Design Professional's Seal .K HOLE NO. Date 2JO9 ONO. 5 fit24 i P ESS I a �� PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES L � DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner Address Z24(Z , 4r- ;Vpaa —I >z Located at (Street) -:.5;54,Sjg Tax Map Block Lot (indicate nearest cross street) Municipality �','}��►.! A;ff,- - SOIL PERCOLATION TEST DATA 't Date of Pre - soaking Date of Percolation Test I Z 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, s 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD -97 2 �? i6 A L 5 2 1 '//,'vi - 1 /,`3 4 5 1 2 3 4 5 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, s 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD -97 BRUCE R FOLEY Public Health Director. TO: LORETTA MOLINARI RN., M.S.N. Associate Public Health Director Director of Patient Services DEPA RTNIENT OF HEALTH 1 Geneva Road Brewster, New .York 10509 Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 DEPARTMENT OF ENGINEERING AND DESIGN REVIEW DELEGATION STATUS FOR SUBSURFACE SEWAGE TREATMENT SYSTEM PROGRAM DELEGATED PROJECT: TOWN: C SE &K PV Ram / f DATE SUB'D APPROVAL: NOTICE OF COMPLETE APPLICATION DATE: ,,,2 -aa -oZ) T0: A V g y A) c1lvi-5 . Dear RE: sl - "Iee /�', 0 (T) 10A % scti Reservoir Basin Date: zrr,� /-�-/ - 7 The Putnam County Department of Health (Department) has determined that the above referenced application, including fee, and received by ,,flus Department onwl /Z .lom is complete. The Department will notify you by 8' 7eroP of its determination. The Project has been delegated to the Putnam County Health Department for review pursuant to the guidelines set forth in the Watershed Agreement. ❑ Joint review with the NYCDEP will commence pursuant to the guidelines set forth in the Watershed Agreement.:, If the Department fails to notify you within the above referenced time frame, you may notify the . Department of its failure by certified mail, return receipt requested. The notice should be sent to my attention at the above address. This notice must include your name, the location of the project, the office with which you filed the application originally, and a statement that a decision is sought in accordance with section 18 -23 (d) (6) of the NYC Dept. of Environmental Protection Watershed Rules and Regulations. If the Department fails to notify you within 10 days of the receipt of the notice, your application will be deemed complete, subject to standard terms and conditions as set forth in the regulations. Y Please be advised that projects within the NYC Watershed may also require Dept. of Environmental Protection review and approval of other aspects of a project, such as stormwater plans or the creation of impervious surfaces, and the project applicant should contact the Department of Environmental Protection regarding such activities to see if Department of Environmental Protection review and approval is required. If you have any questions regarding this matter, please call me at (914) 278 -6130 ext. 2159. Very truly yours, Shawn Rogan SR:tn Public Health Technician ws2 BRUCE R. FOLEY Public Health Director February 22, 2000 DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York .10509 LORETTA MOLINARI. R.N., M.S.N. Associate Public Health Director Director of Patient Services. Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 . Nursing Services (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 Harry Nichols, PE Laurent Engineering Millbrook Office Center Route 22 & Milltown Road Brewster, New York 10509 Dear Mr. Nichols: Proposed SSTS: McGowan, Bridle Ridge Road Bridle Ridge Estates R.S., Lot 7 (T) Patterson, TM# 5. -1 -20 Review of plans and other supporting documents submitted at this time relative to the above regarded project has been completed. Comments are offered as follows: The construction of this sewage disposal system may be subject to local wetlands regulations: You should contact local wetlands officials in this regard. If percolation tests were not witnessed by a representative of the New York City Department of Environmental Protection on this lot, percolation tests must be witnessed by a representative of this Department. 1. Provide all construction notes as per Bulletin ST -19 revised December 1999 and copy attached. 2. 4" CIP is to note a minimum slope of 1/4" per foot from the house to the septic tank. 3. Provide for 1 foot of fill 10' horizontally past the end of the trenches. 4. 100% expansion has not been.provided. 571 lineal feet of trenches is required. 5. Fill section detail is required along with fill notes 2 -5. Upon receipt of a submission revised to reflect the above comments, this application will be considered further. Very truly yours, (:� e? lcyt "f X _ Shawn Rogan Public Health Technician SR:cj BRUCE R. FOLEY Public Health Director DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York 10509 LORETTA .MOLINARI R.N., M.S.N. Associate Public Health Director Director of Patient Services February 22, 2000 Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 Harry Nichols Laurent Associates Millbrook Office. Center Route 22 & Milltown Road Brewster, New York 10509 Re: McGowan, Bridle Ridge Road, Lot 7 Town of Patterson, TM# 5. -1 -20 Reservior Basin - East Branch Dear Mr. Nichols: The Putnam County Department of Health (Department) has determined that the above referenced application, including fee, and received by this Department on February 17, 2000 is complete. The Department will notify you by March 8, 2000 of its determination. ® The Project has been delegated to the Putnam .County Health Department for review pursuant to the guidelines set forth in the Watershed Agreement. ❑ Joint review with the NYCDEP will commence pursuant to the guidelines set forth in the Watershed Agreement. If the Department fails to notify you within the above referenced time frame, you may notify the Department of its failure by certified mail, return receipt requested. The notice should be sent to my attention at the above address. This notice must include your name, the location of the project, the office with which you filed the application originally, and a statement that a decision is sought in accordance with section 18 -23 (d) (6) of the NYC Department of Environmental Protection Watershed Rules and Regulations. If the Department fails to notify you within 10 days of the receipt of the notice, your application will be deemed complete, subject to standard terms and conditions as set forth in the regulations. Please be advised that projects within the NYC Watershed may also require Department of Environmental Protection review and approval of other aspects of a project, such as stormwater plans or the creation of impervious surfaces, and the project applicant should contact the Department of Environmental Protection regarding such activities to see if Department of Environmental Protection review and approval is required. If you have any questions regarding this matter, please call me at (914) 278 -6130 ext. 2159. Very truly yours, C 4.q f Shawn Rogan Public Health Technician SR:cj BRUCE R. FOLEY Public Health Director LORETTA MOLINARI R.N., M.S.N. Associate Public Health Director Director of Patient Services DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York 10509 Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Fax (914) 278 - 6648 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Date: T0: WAtzky AJ ickC)t -.s Re: Proposed SSTS: A G ikw1v, (T) Dear: 161'- Review of plans and other supporting documents submitted at this time relative to the above - regarded project has been completed. Comments are offered as follows: The construction of this sewage disposal system may be subject to local wetlands regulations. You should contact local wetlands officials in this regard. If percolation tests were not witnessed by a representative of the New York City Department Environmental Protection on this lot, percolation tests must be witnessed by, a representative of this Department. au � oy Upon receipt of a submission, revised to reflect the above comments, this application will be considered further. �/J `� V06y- �� /Z� t �/c,^r!`� -T` i �°� �` `b k, r Very truly yours, Shawn Rogan A SR:tn� ` 1",9 Public Health Technician sstsproposed 7 X 44.. �-� w, t // .04. a -s_ , PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION. OF ENVIRONIN)ENTAL HEALTH INDIVIDUAL WATER SUPPLY & SUBSURFACE SEWAGE TREATMENT SYSTEMS REVIEW SHEET FOR CONSTRUCTION PERMIT NAME OF OWNER: / "! C4-e A /J STREET LOCATION: U���� �/ lec .o REVIERN'ED BY: RK GR, AS, &ATE: BZ) TAX MAP=: (CONFIRMED) �— Y N DOCUMENTS (_/JUPER�IIT APPLICATION (/)(DWELL PERMIT OR PWS LETTER U/nUPC -97 (/,ULETTER OF AUTHORIZATION (/UUDESIGN DATA SHEET (DDS) (_)(/ )CORPORATE RESOLUTION U/jUSHORT EAF UUPLA. S -THREE SETS (_UU)HOUSE PLANS - TWO SETS UL/JVARIA CE- REQUEST SUBDIVISION L:JULEGAL SUBDIVISION (e)USUBDTVISION APPROVAL CHECKED (_UUPERC RATE /.1 (rUUFILL REQUIRED DEPTH U)(•Z)CURTAIN DRAIN REQUIRED j GENERAL (_)ULOCATED IN NYC WATERSHED (_/)C NS SUBMITTED TO DEP (fUUDELEGATED TO PCHD (_)( )DEP APPROVAL, IF REQ'D (_)(_)DEEP TEST HOLES OBSERVED (/ )UPERCS TO BE WITNESSED (_/JUEX- APPROVAL SSDS ADJ, LOTS (_ V)WETLANDS (TOWN/DEC PERMIT REQ'D ?) (ZJUDATA ON DDS PLANS & PERMIT SAME C_)( _6PRE 1969 NEIGHBOR NOTIFICATION U( )LETTER BI/ZBA C /)U100 YR FLOOD ELEVATION W/I200' (/)USOIL TESTING LOTS >10 YEARS OLD G �• REQUIRED DETAILS ON PLANS .)USEWAGE SYSTEM PLAN - (NORTH ARROW) (/)USSDS HYDRAULIC PROFILE ( /)UGRAVITY FLOW (_)(CONSTRUCTION N. S 1- (G)UDESIGN DATA: PERC P RESULTS (lUU2' CONTOURS EXISTING & PROPOSED Ll!f_)U)DRIVEWAY & SLOPES, CUT (Z)UFOOTING /GUTTER/CURTAIN DRAINS CZ)UUSDA SOIL TYPE BOUNDARIES (UUTTTLE BLOCK; OWNERS NAME ADDRESS TM#, PE/RA; NAME, ADDRESS, PHONE# ( /,UDATE OF DRAWING/REVISION ( iLLOCATION DATUII REFERENCE OF WATERCOURSES, PONDS LAKES,WETLANDS WITHIN 200' OF P.L. (fUUPROPOSED FINISH FLOOR AND BASEMENT ELEVATIONS (�UUWELLS & SSDS'S W/IN 200' OF SSTS (fUUPROPERTY METES & BOUNDS COD'IMENTS: (REVSHEET) Y N (REQUIRED PjffAftON PLANS CO 'D U(,jHOUSE SE$r ' `_'1 /,' r4 "0'; TYPE PIPE CAST IRON (�U )NO B E DS 45° W /CLEANOUT RENEWALS UUSITg P;Q:F ..tA Gg A NG"', FILL SYSTEMS U(>.q' `A2RIZONTA•L;- PAST -TRLNCH SL-OPES"3-1- T_0GRADb (UUiU�L- SPIES!- �IiITNO'FES -F -S /)UFILL PROFILE & DIMENSIONS (UUFILL IN EXPANSION AREA FILL GREA TER Lff&V 2 FEET UU CLA ARRIER UUFILL CE I ION NOTE DUDE S UU . ON PLAN RO.B., UNCLASSIFIED & IMPERVIOUS UUSEPARATION DISTANCE FROM TOE OF SLOPE TRENCH (/UULF TRENCH PROVIDED 57 60FT MAx4(- , ()UPARALLEL TO CONTOURS U(_XtN5o`EXPAI�I-ON-:_RlC0_V JED 5D U/UUDETAIL/DUST FREE CRUSHED STONE OR WASHED GRAVEL (vUGEOTEXTILE COVER SEPARATION DISTANCES ON PLAN - FROM SSTS (�U )10' TO P.L. DRIVEWAY, LARGE, TREES, TOP OF FILL (/)(_)20' TO FOUNDATION WALLS (/U(U100' TO WELL, 200' IN DLOD, 150' TO PITS (/UU100' TO STREAM, WATERCOURSE, LAKE (inc. espan) C/)(___)50' TO CATCH BASIN, 35' STORMDRAIN, PIPED WATER C/) (_)10' TO WATER LINE (pits - 20') �)U50' 11ITERMTTTENT DRAINAGE COURSE (j(_J200' /500' RESERVOIR, ETC. _ 150' GALLEY SYSTEMS (-,6U10' MIN TO LEDGE OUTCROP SEPTIC TANK _)10' FROM FOUNDATION; 50' TO WELL WELL (ZUDIMENSIONS TO PROPERTY LINES (/UULOCATION OF SERVICE CONNECTION (/UUMIN 15' TO PROPERTY LINE SLOPE C, (USLOPE IN SSTS AREA JA(520 %) U(_QREGRADED TO 15 %, IF REQUIRED UUPUMP NO 5 UUDOSE 75% UUDETAIL FOR UUPTT AND D,- ( UUl DAY ST4RA DOSE/PUMP SYSTEMS 'P VOLUME/DOSE VOLUME NOTED RCE MAIN, (PIPE TYPE, ETC.) )X OWN & DETAILED .GE OVE ALARM T IN DRAIN U(USTANDPIPE 5' TH SIDES, DETAIL UU15' MIN to CD 5 %, 20'-4 %, 25' -3 %, 35' -1 %,100 % - <l% UU20' MIN to C RGE /100' with 182 cons day discharge U)U10' MIN to ON -PER ORATED PIPE January 27, 2000 Mr. Robert Morris, P.E. Putnam County Health Deparment 4 Geneva Road Brewster, NY 10509 RE: Individual SSDS Bridle Ridge Estates Bridle Ridge Road Patterson, NY TM #5. -1 -20 Dear Robert: Enclosed are the following: 1. Five (5) prints of drawing SS -7, "Proposed SSDS," dated 1- 27 -00. 2. "Short EAF,' dated 1- 27 -00. 3. "Application for Approval of Plans for a Wastewater Disposal System." 4. "Construction Permit for Sewage Disposal System," dated 1- 27 -00. 5. "Application to Construct a Water Well," dated 1- 27 -00. 6. "Design Data Sheet." 7. "Letter of Authorization," dated 1- 27 -00. 8. Two (2) copies of Residence Floor Plan(s), for `Bedroom Count Only." 9. Review Fee in the amount of $300.00. We would appreciate your review, approval and issuance of the Construction Permit at your earliest convenience. Very truly yours, LAURENT ENGINEERING ASSOCIATES, P.C. A` i H ' Wols Jr., P.E. � HWN: JM: his 00005 / \ LAURENT ENGINEERING ASSOCIATES, P.C. 20 Milltown Road Harry W. Nichols Jr., P.E. / \ \ Brewster, New York 10509 (914 )278.6108 - (Fax )278 -2658 CONSULTING SITE ENGINEERS January 27, 2000 Mr. Robert Morris, P.E. Putnam County Health Deparment 4 Geneva Road Brewster, NY 10509 RE: Individual SSDS Bridle Ridge Estates Bridle Ridge Road Patterson, NY TM #5. -1 -20 Dear Robert: Enclosed are the following: 1. Five (5) prints of drawing SS -7, "Proposed SSDS," dated 1- 27 -00. 2. "Short EAF,' dated 1- 27 -00. 3. "Application for Approval of Plans for a Wastewater Disposal System." 4. "Construction Permit for Sewage Disposal System," dated 1- 27 -00. 5. "Application to Construct a Water Well," dated 1- 27 -00. 6. "Design Data Sheet." 7. "Letter of Authorization," dated 1- 27 -00. 8. Two (2) copies of Residence Floor Plan(s), for `Bedroom Count Only." 9. Review Fee in the amount of $300.00. We would appreciate your review, approval and issuance of the Construction Permit at your earliest convenience. Very truly yours, LAURENT ENGINEERING ASSOCIATES, P.C. A` i H ' Wols Jr., P.E. � HWN: JM: his 00005 14.16.4 (9195) —Text 12 I PROJECT I.D. NUMBER I 617.20 SEQ F Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only' ,. PART I— PROJECT INFORMATION (To be completed by Applicant or Project sponsor) 1. APPLICANT /SPONSOR G LAR -��`i H 64 0 `v�►�i -� 2. PROJECT NAME 3. PROJECT LOCATION: �1- Municipality County 4. PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc., or provide map) B P4 DLE F-(014- F-00 S. IS PROPOSED ACTION: XNew - ❑ Expansion ❑ Modlflcatlon /alteration 6. DESCRIBE PROJECT BRIEFLY: IN001 p0rL, 7. AMOUNT OF LAND AFFECTED: I' '%q(o (� `J ``P Initially acres Ultimately acres 6. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? ,Yes ❑ No if No, describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? CkResldentlal ❑ Industrial ❑ Commercial ❑ Agriculture ❑ Park/ForestlOpen space ❑ Other Describe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR LOCAL)? ❑ Yes 9No If yes, list agency(s) and permit /approvals 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ❑ Yes SNo If yes, list agency name and permit/approval 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT /APPROVAL REQUIRE MODIFICATION? ❑ Yes O No I CERTIFY THAT THE PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE tINFORMATION � � �V L HI G�QL6i d p- peg PV ' 'I ApplicanUsponsor n me: Date: Signature: V -- . v If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER PART II— ENVIRONMENTAL ASSESSMENT (To be completed by Agency) 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 ❑ 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, it legible) C1. Existing air quality, surface or groundwater quality or quantity, noise levels, existing traffic patterns, 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•C5? 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 CEA? ❑ Yes ❑ No E. IS THERE, OR IS THERE LIKELY TO BE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? ❑ 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 and 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 FULL 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 Print or Type Name of Responsible Officer in Lead Agency Title or Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (Ii difierent from responsible officer) to 2 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: LJkR-� H�-(AO VJ #�4 NEVI LT 2. Name ofproject: I-OT -1 1HPJ4J0U4L 5557, 3. Location T/V: 4. Design Professional: AARP, K� 6. Drainage Basin: EEA-`T 7. Type of Project: X Private/Residential Apartments Office Building N�Ui`5JK 5. Address: OA�ACA Food Service Institutional Realty Subdivision PRTrt► IV /i &t1TV W N ,PAP 8W'57r-1Z NY 10609 Commercial Mobile Home Park Other (specify) 8. Is this project subject to State Environmental Quality Review (SEQR)? Type Status (check one) ....................... ............................... Type I Type II 9. Is a Draft Environmental Impact Statement (DEIS) required? ......................... 10. Has DEIS been completed and found acceptable by Lead Agency? ............... 11. Name of Lead Agency Exempt _ Unlisted �K Na N R 12. Is this project in an area under the control of local planning, zoning, or other officials, ordinances? ......................................................... ............................... YEI-) 13. If so,. have plans been submitted to such authorities? ........ ............................... N� 14. Has preliminary approval been granted by such authorities? HO Date granted: t,t 15. Type of Sewage Treatment System Discharge ................. surface water '4 groundwater 16. If surface water discharge, what is the stream class designation? .................... N A. 17. Waters index number (surface) ....:...................................... ......................... ....... N 4 18. Is project located near a public water supply system? ....................... NO 19. If yes, name of water supply . N A Distance to water supply N A 20. Is project site near a public sewage collection or treatment system? ................ M 21. Name of sewage system N A Distance to sewage system MN 22. Date test holes observed 00 23. Name of Health Inspector CiENE P-E0 24. Project design flow (gallons per day) ................................. ............................... %%o 25. Is State Pollutant Discharge Elimination System ( SPDES) Permit required ?... M p 26. Has SPDES Application been submitted to local DEC office? ......................... HA Form PC -97 8/99 2 27. Is any portion of this project located within a designated Town or State wetland? NO 28. Wetlands ID Number ........................................................... ............................... N A 29. Is Wetlands Permit required? .............................................. ............................... N0 Has application been made to Town or Local DEC office? ............................... 30. Does project require a DEC Stream Disturbance Permit? .. ............................... 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 Q 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 0 DESCRIBE: 33. Is there a local master plan on file with the Town or Village? ......................... VF� 34. Are community water and/or sewer facilities planned to be developed within 15 years in or adjacent to project site? ...................:.:.......... ............................... X10 35. Are any sewage treatment areas in excess of 15% slope? H 4 36. Tax Map ID Number .......................... ............................... Map__5_ Block Lot 10 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 l .,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 perjury, 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 Pen I L w SIGNATURES & OFFICL4L TITLES. , Ah*l/ • HiLm�-61 ee PAC-HT Mailing Address: ................................... U R�i w� C) W Q-Q PCB MLw6T6�-) N� � 0 50 � ro J 1 \ S \ , \ g `o 1 � \ I LIN, O ` � N � J