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Home My WebLink About4427DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 84.11 -1 -39 BOX 33 04427 . y re . Jr . him . 1-, o. 17% .# } ' 1.6 . I Joe 1 or JL pj. FT JD 04427 Y " UTNAM COUNTY DEPARTMENT OF HEM ION.OF ENVIRONMENTAL. I EALTH 5Y.. CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR SEWAGE TREATIV PCHD CONSTRUCTION PERMIT # A -19 6- a 5 Located at 9p _Mi11 street Town or Village putnam Va11ey Owner /Applicant Name F r e d R i e s s 1 i n g $ A l i c e Tax MapB 4.11 Block Lot 3 c _ Mock Formerly Subdivision Name Subd. Lot # Mailing Address 90 Mill Street. Putnam Valley, NY Zip 10579 Date Construction Permit Issued by PCHD 1.16./ 2 0 0 6 88 Eastern Road �.6 - .-.I Separate Sewerage System built by Roger Heady Addred u t n a m Valley, NY 10579 845 -526 -2636 Consisting of 1500 Other Requirements: Water Suualy: NA Gallon Septic Tank and 668 LF of 24" wide septilg• trench Public Supply From. Address g 152 Barger Street or: Private Supply Drilled by Address p„ t- n a V 811 e-� -10 5 7 9 Neiman Ande, -rsen .m, 845 -528 -8698 _ _Bui_ldii-g Type s.:xaarl. F'r.�mP „Has erosion - control been completed? ,Te:G Number of Bedrooms Ll Has garbage grinder been installed? no 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 County Department of Health. Donald R. Knapp Date: 9/ 2 0/ 2 0 0 7 Certified by P.E. x 1J.A es�gn rofessional) Address 2 Dale Avenue , Somers , N 10589 License # 72770 Any person occupying premises served by the above system(s) shall promptly take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewage treatment system shall become null and void as soon as a public sanitary sewer becomes available and the approval of the private water supply shall become null and void when a public water supply becomes available. Such approvals are subject to modification or change when, in the judgment of the Public Health Director, such revocation, modification or change is necessary. ti 77 Title: tf'rL Date: l l "2_1 \py - HD File; Yellow copy - Iding Inspector; Pink copy - Owner; Orange copy - Design Professional Form CC -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES WELL COMPLETION REPORT Well Location Street Ad(d�reess: /Town/Village: Tax Map # �/ GPS _ h D 1 ► ! t `/ 1 � �!V'� 419 Map Block Lot(s) Depth Date Well Log If more detailed information - - descrptions or- sieve analyses . are available, please attach. it yieia was testea at different depths during drilling list: .re from Ian surface - static (specify k) During yie hest k Dept o completed we m 30 Depth From Surface Well Diameter ft. ft. Water Bearing in Formation Description Surface �. Cj Feet Gallons Per Minute Pump /Storage Tank Information Pump Type ,5 she. /SAS apacity /0 Depth Model Jv S 6,!;- Voltage � d HP r Tank Tvoe IU X Volume 16 NOTE: Exact Location of well with distances to of least too perrvlanent landmarks toe 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. 3/06 Well Owner: name: Aaaress: � essti °jv �� a Le Use of Well: 1- Primary 2- Secondary _LRLsidential !Public Supply Air cond /heat pump _Irrigation Business Farm Test/monitoring —Other(specify) Industrial Institutional Standby Drilling Equipment rotary _Cable percussion Compressed air percussion'—Other(specify) Well Type _Screened pen end casing _ Open hole in bedrock _Other Casing Details Total Length 3 Length below grade —ft. Diameter In. Weight per foot /'S Ib/ft Materials: tee! Plastic Other Joints: Welded✓ Threaded Other Seal: ement grout Bentonite Other Drive shoe: Yes "-moo Liner: _Yes _No Screen Details Diameter in Slot Size Length ft Dept to Screen ft Develo ped? First I I—Yes _No Hours Second Well Yield Test Bailed Pumped IZ6ompressed . Air Hours 77 Yield %O gpm Depth Date Well Log If more detailed information - - descrptions or- sieve analyses . are available, please attach. it yieia was testea at different depths during drilling list: .re from Ian surface - static (specify k) During yie hest k Dept o completed we m 30 Depth From Surface Well Diameter ft. ft. Water Bearing in Formation Description Surface �. Cj Feet Gallons Per Minute Pump /Storage Tank Information Pump Type ,5 she. /SAS apacity /0 Depth Model Jv S 6,!;- Voltage � d HP r Tank Tvoe IU X Volume 16 NOTE: Exact Location of well with distances to of least too perrvlanent landmarks toe 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. 3/06 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES • .� a 4� -� � -' - - =�, - G�ARAlY�1�,�OF ySiJBSlilftF�iCE SE�VAG��T'REATiV1ENT SYSTEM Fred Kie -ssl i ng & Allice Mock - Owner or Purchaser of Building W@nF#8A4y 845 -265 -4871 Building Constructed by 9(1 Mill Street Location - Street Wood Frame Building Type 84.11 Tax Map Block Lot Putnam Valley- Town/Village NA Subdivision Name Subdivision Lot # I represent that I am wholly:: and completely responsible for the location, workmanship; material; construction and drainage of the sewage treatment system serving the above - described property, and that is has been constructed as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules. and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs .or assigns,.to place in good operating condition any part of said system constructed by me which fails to operate for .a period of two. years immediately following the date of approval of the "Certificate of Construction Compliance" for the sewage treatment system, or any repairs. made by me to such system, except where the failure to operate properly is caused by the willful or negligent act of the occupant of the building utilizing the 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 Day Year O i General Contractor (Owner) -- Signature Corporation Name (if corporation) Address: State -< < Zip .t Signature:. Title: "�1-FI%� Corporation Name (if corporation) Address: State Zip Form GS -97 PUTNAM COUNTY �'' IEPAR TMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES _� ..._ GUARA�TT 'TEE G + S�uk3S ACS S)E AGE; 7f + ATMENT SYSTEM Rrad Sie"ssl J ng & Allice- Mock 84.11 Owner or Purchaser of Building Tax Map Block Lot WgggnF#SfAy 845- 265 -4871 Putnam Valley Building Constructed by TownNillage 4n Mill Street NA Location - Street Subdivision Name Wood Frame Building Type Subdivision Lot # I represent that I am wholly. and completely responsible for the location, workmanship, material, construction and drainage of the sewage treatment system serving the above- described property, and that is has been constructed as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs or assigns,.to place in good operating condition any part of said system constructed by me which fails to operate .for .a period of two years immediately following the date of approval of the "Certificate of Construction Compliance" for the sewage treatment system, or any repairs. made by me to such system, except where the failure to operate properly is caused by the willful or negligent act of the occupant of the building utilizing the 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 Day Year 07 General Contractor (Owner) - Signature Corporation Name (if corporation) Address: Q PAAKYL State -t Zip 05-71 t Signature:. Title: Corporation Name (if corporation) Address: State Zip Form GS -97 I 0; 1, "o p 0 NODE A B C,.' 52.0 . 3, 4, 52: "62 2 �,'OZ 9 4W, 7 '% 60.Y", 61".T` jo 17 6 Al' 74 12 0 44 13 444 38,4'' ". 1 •r a 14 32:9 �•;28 5 , � j ;Mr, � r 258 27 abs: .22 18 24.'6` - 4 -4, '445 R -2.0 24 26:6 7 99.01 28 90.5 94.0 4 84.0 87.5,.` 25 770 82,.4, - 66 5 4 : 57.6, 9 5 1, 54 '55.0, . . . . . . . . . . 30 Q 48. 14� 37'.2,. 42. 87 3 . � -,53.2" 062-A- C 81.9 .88.9' • 3 , 77.6 -83.0.,' 35 36 74.0 6Q.8,-'T 7 O-VI 1 40 q'9 61.3 17 77SEFTIC TANK .5 001", PUMP 62 CHAMBER. .07 I 0; 1, "o p 37 40, 28 TYPICAL 16 N 27 17 21 ig 26 A BOL ^ 25 7- 24 32 22 DISTRIBUTION ok LA V A' SOR35 1* 4'SOR35 TYPICAL 0 TYPICAL 1 N. POST RAIL PROTECTION TYPICAL is TING FRAME 0 Al r- WALK 1 11 V PL Q) Lo n PARTICAL. S1.1 SCALE: 1" = 20'-0" )MENTS OF DERTY OF NO WELLS, LAKES, PONDS, SPRINGS, ERS.,,. -100 . warning. -� IT IS A VIOLATION OF NEW YORK STREAMS OR� W'&TTLANDS FEET I . WHOLE t u �c ,;�ib,110ENSETD��, NEEk,4R:A�p, P,� 5��`DMNizj �c ., ,URPOSES� RRpf�,,ESSlQNALt.'ENGl 10 THE 'REGO RE ENTS OF THE NEW 'YORK,,l iak STS-TE. I m 'd 4:" 7 ai DATE I BY 1 4 'v BY DATE -v, 37 40, 28 TYPICAL 16 N 27 17 21 ig 26 A BOL ^ 25 7- 24 32 22 DISTRIBUTION ok LA V A' SOR35 1* 4'SOR35 TYPICAL 0 TYPICAL 1 N. POST RAIL PROTECTION TYPICAL is TING FRAME 0 Al r- WALK 1 11 V PL Q) Lo n PARTICAL. S1.1 SCALE: 1" = 20'-0" )MENTS OF DERTY OF NO WELLS, LAKES, PONDS, SPRINGS, ERS.,,. -100 . warning. -� IT IS A VIOLATION OF NEW YORK STREAMS OR� W'&TTLANDS FEET I . WHOLE t u �c ,;�ib,110ENSETD��, NEEk,4R:A�p, P,� 5��`DMNizj �c ., ,URPOSES� RRpf�,,ESSlQNALt.'ENGl 10 THE 'REGO RE ENTS OF THE NEW 'YORK,,l iak STS-TE. I m 'd 4:" 7 ai DATE I BY 1 4 'v BY DATE DQNALD R. ,KNAPP, P.E. — , . CIVIL/ STRUCTURAL/ ENVIRONMANTAL.. .a .u:7- . a _ . _ w .: .n ._ `}a} _ -�.. .. L..�. .. �v , %^t t-,e ...yy._.'., ..:.,,._.,..n .+.•r -.- a� .a ..w• ..w _ .•rs•. . Jy ... _:r.`4,.i._ay. :. e �Consulfing` Engineer CONSULTING ENGINEERS 2 Dale Avenue, Somers, NY 10589 914 - 248 -7726 LETTER OF TRANSMITTAL To: Putnam County Department of Health Date: 11/16/2007 1 Geneva Road Re: Fred Kiessling Route 312 Brewster, New York 10509. 90 Mill Street, Putnam Valley, NY 10579 -3232 Attn. Joe Paravoti Tax number: 84.11 -1 -39 Permit number:A- 196 -05; Approval date: 1/6/06 We are sending: attached ❑ under separate cover ❑ FAX x plans ❑ approval of subcontractor ❑ photograph ❑ specifications ❑ order on contract ❑ copy of letter ❑ shop drawing ❑ samples ❑ FORM ❑ reports r, COPIES DATE NUMBER DESCRIPTION 5 Septic As -Built Plan ❑ Continued on the attached sheet THESE ARE TRANSMITTED AS NOTED BELOW: X for approval ❑ for information ❑ for action ❑ as requested ❑ no exceptions taken ❑ note comments ❑ for correction ❑ for review and comment ❑ resubmit copies for approval ❑ resubmit copies for distribution ❑ return corrected print F_ E&KXNAPP, P_.E.:-` CIVIL STRUCTURAL / ENVIRONMANTAL Consulting Engineer CONSULTING ENGINEERS 2 Dale Avenue, Somers, NY 10589 914-248-7726 I 1 -4 0,10 C TRANSMITTAL TO: Putnam County Department of Health I Geneva Road Route 312 Brewster, New York 10509 Attn. Joe Paravoti We are sending: attached ❑ under separate cover (3 FAX x plans ❑ approval of subcontractor ❑ specifications ❑ order on contract ❑ shop drawing ❑ samples ❑ reports F I ij '. �_.. t��V,6 Loa Date: 11/1 Re: Fred Klessling 90 Mill Street, Putnam Valley, NY 10579-3232 Tax number: 84.11-1-39 Permit number:A-196-05; Approval date: 1/6/06 ❑ photograph [3 copy of letter ❑ FORM 0 COPIES DATE NUMBER DESCRIPTION 6 Septic As-Built Plan [:) Continued on the attached sheet THESE ARE TRANSMITTED AS NOTED BELOW: X for approval ❑ no exceptions taken [3 resubmit copies for approval ❑ for information ❑ note comments ❑ resubmit copies for distribution ❑ for action ❑ for correction ❑ return corrected print ❑ as requested ❑ for review and comment ❑ SHERLITA AMLER, MD, MS, FAAP Commissioner of Health - LORETTA�MOUgXk1, RN, MSN Associate Commissioner of Health Donald R.Knapp, P.E. 2 Dale Ave. Somers, NY 10589 Dear Mr. Knapp: DEPARTMENT OF HEALTH 1 Geneva Road, Brewster,.New York 10509 November 5, 2007 Re: Construction Compliance Kiessling, 90 Mill St. (T) PV, TM #84.11 -1 -39 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health This office has received and reviewed the most recent set of plans for the above mentioned project. We would like to offer the following comments for your review and consideration. 1. It appears there are several as -built dimensions provided that are incorrect. This office will continue it s review upon consideration of the above mentioned :... _ comnaei}t;leae: 7oseph rely, y JSP:hn S. Paravati, Jr. Asst. Public Health Engineer Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648 Welcome to DraphixDirect Page 1 of 1 .. DONAD_R... �o °.. w , - �,. n- �ctvl� rsTRircTtJRi4C i �IaVI�UNI6iAR1'ifit` `'.o,: _ 4_. � -. Consulting Engineer CONSULTING ENGINEERS 2 Dale Avenue, Somers, NY 10589 914- 248 -7726 Aw 1-0 TRANSMITTAL To: Putnam County Department of Health :1 Geneva Road Route 312 Brewster, New York 10509 Attn. Joe Paravoti We are sending: attached x plans ❑ specifications ❑ shop drawing ❑ reports COPIES DATE 6 ❑ Continued on the attached sheet THESE ARE TRANSMITTED AS NOTED BELOW: X for approval ❑ for information ❑ for action ❑ as requested ❑ under separate cover ❑ FAX ❑ approval of subcontractor ❑ order on contract ❑ samples NUMBER Septic As -Buiit Plan . ❑ no exceptions taken ❑ note comments ❑ for correction ❑ for review and comment Date: 11/1/2007 Re: Fred Kiessling 90 Mill Street, Putnam Valley, NY 10579 -3232 Tax number: 84.11 -1 -39 Permit number:A- 196 -05; Approval date: 1/6/06 ❑ photograph ❑ copy of letter ❑ FORM DESCRIPTION ❑ resubmit copies for approval ❑ resubmit copies for distribution ❑ return corrected print http:// www. draphixdirect .com/weblinks.isp ?propage= 9252007 &lien9= 9257M7Rrcrr — ')nn 1 OQA i)nn -7 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health -.L:ORE�TT'AiM'OLIN,*Rr, i 'N; TVISIV Associate Commissioner of Health Donald R. Knapp, P.E. 2 Dale Avenue Somers, NY 10589 Dear Mr. Knapp: DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health October 30, 2007 Re: Construction Compliance — Kiessling 90 Mill Street, (T) Putnam Valley T.M. # 84.11 -1 -39 This office has received and reviewed the most recent set of plans for the above mentioned project. We would like to offer the following comments for your review and consideration. 1. It appears the scale provided for the as -built drawings is incorrect. Please clarify scale and forward new plans. This- office will: continue4tsxeview upon censid ation .ctf.the_above,�ienfi6n4d -ee nnen'�ts: *-'--- , "--"�" —' �r _ ' Please feel"free to contact me at ext. 2157 if any questions arise. JSP:ens Very truly yours, (l'eph S. Paravati, Jr. Assistant Public Health Engineer Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENMONMENTAL HEALTH SERVICES IV .�Y. -. --�: --. 9+ . �: Ar�}::;�`C•;!�i;. - 'C- .�.•K'Y YE![.,YJ• "ANDONMENT RtfORY. _ a•: - .. :.�• r w L�4.�•.eE.,.:.•w r -•.T T. � YI - - -I ;db a s� red; herby ci ti ilia =th ' 0andoment of thg above - referenced water well has been P..-co iisl ed and completed in accordance with the methods described in Permit # to abandon said water well. Date: 9/22/2007 Signature: Donald R. Knapp, -P.E. Print Name: Address: 2 Dale Avenue Somers, NY 10589 (914) 248 -7726 Form WAR -97 PCHD Well Abandonment Permit A- 196 -05 please print or type Street Address:. TownNillage Tax Grid # 90 Mill Street Putnam Valle y 84.11 -1 -39 Map Block Lot - =. Name: Address: Fred Kiessling 90 Mill Street, ,PT, NY 1059 X Drilled Driven Dug Gravel Other .�o l I,• Well Depth ft. 2 0 Static Water Level ft. Date Measured -9 / n 6 y yyt `M ^f _ ' , •' I�. 'P:'• Tai aa � Area needed for septic system for house. addition Well casing filled with con'cre-te by well driller to 'lr ep � Norman Anderson - - -I ;db a s� red; herby ci ti ilia =th ' 0andoment of thg above - referenced water well has been P..-co iisl ed and completed in accordance with the methods described in Permit # to abandon said water well. Date: 9/22/2007 Signature: Donald R. Knapp, -P.E. Print Name: Address: 2 Dale Avenue Somers, NY 10589 (914) 248 -7726 Form WAR -97 o - PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES dVELL-,ABANDONAENT- .U-PD:R�C � .: a..,:.,.. �� <�::: • ,: ;:;. I;: undersigned,. hereby .ccr-tify -.that.•tbzabandomentgf the a_bgve- referenced. water _well.has•been.a_�cn�plished�od completed in accordance with the methods described in Permit # - to abandon said water well. µ �� Date: 9/22/2007 Signature: Donald R. Knapp,..-P.E. Print Name: 2 Dale Avenue Address: Somers, NY 10589 (914) 248 -7726 Form WAR -97 PCHD Well Abandonment Permit #. A- 196 -05 please print or type 4 h.. Street Address: Town/Village Tax Grid # ;a 90 Mill Street Putnam Valley 84.11 -1 -39 Map Block Lot Name: Address: - Fred Kiessling 90 Mill Strdet, PV, NY 1059 X Drilled Driven Dug Gravel Other Well Depth .9n ft 20 Static Water Level ft` Date Measured 9 0 6 Area- needed for septic system for house. addition ple <9 Well casing filled Norman Anderson with concrete by well driller I;: undersigned,. hereby .ccr-tify -.that.•tbzabandomentgf the a_bgve- referenced. water _well.has•been.a_�cn�plished�od completed in accordance with the methods described in Permit # - to abandon said water well. µ �� Date: 9/22/2007 Signature: Donald R. Knapp,..-P.E. Print Name: 2 Dale Avenue Address: Somers, NY 10589 (914) 248 -7726 Form WAR -97 PUTNAM COUNTY DEPARTMENT OIL HEALTH DIVISION OF ENVIR®NWNTAL HEALTH SERVICES ;',1M a. '4:0:: : -ti .*w-r,�� - "�ri•n �'.>.. 'y:,... �}{g {�� j �'�j . '..i y. Si.r: ^�•t w.i.:.`, �, �2 :':< ^I YY 1L'111f �'ilJ<t7 ®1V1V111L' JLO.CJ ': y- .>drsigid,: hereby_ cettithat. ttie::batidctrierst:a the aboveefe'ei. waterw�ll.hasbee accomplished, �d�w �?, completed in accordance with the methods described in Permit # to abandon said water well. Date: .9/22/2007 Signature: Donald R. Knapp, -P.E. Print Name: 2 Dale Avenue Address: Somers, NY 10589 (914) 248 - 7726 Form WAR-97 PCHD Well Abandonment Permit# A- 196 -05 please print or type Street Address: Town/Village.. Tax Grid # 90 Mill Street Putnam Valley 84.11 -1 -39 Map Block Lot y Y Name: Address: Fred Kiesslin 90 Mill' Street, PV NY 1059 .. X Drilled Driven Dug Gravel Other 1, Well Depth 5 n ft 20 Static Water bevel ft Date Measured 9 / n� Area needed for septic 'system for house. addition w Q.i,r •�,�,: t. °:. ' - 'elf u �.;,}� ;...jF ... .. a`' N Well casing filled with concrete by well 'driller Norman Anderson .>drsigid,: hereby_ cettithat. ttie::batidctrierst:a the aboveefe'ei. waterw�ll.hasbee accomplished, �d�w �?, completed in accordance with the methods described in Permit # to abandon said water well. Date: .9/22/2007 Signature: Donald R. Knapp, -P.E. Print Name: 2 Dale Avenue Address: Somers, NY 10589 (914) 248 - 7726 Form WAR-97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES :o.: d '...::. ��Y •._'. WELL ADANDQNME , T REPORT l, twdersigned, hereby eertify :that- the, abandomenvof the above:referei?ced ,,water well, has been: accomplished and...,, -r ..:;.,:.. completed in accordance with the methods described in Permit # to abandon said water well. Date: 9/22/2007 Signature: Donald R. Knapp, -P.E. Print Name: 2 Dale Avenue Address: Somers, NY 10589 (914) 248 -7726 Form WAR-97 PCHD Well Abandonment Permit# A- 196 -05 please print or type v 4. • ..''' :f, Street Address: TownNillage Tax Grid # �4 ';. 4 90 Mill Street Putnam Valley 84.11 -1 -39 Map Block Lot Name: Address: Fred Kiessling 99 Mill Street, PV, NY 1059 :.� X Drilled Driven Dug Gravel Other Ai bIn .• b t,' ;, .. 2 Well Depth S ft 0 P Static Water Level ft Date Measured. G- sf +' _Jd!- -E' "" •. Area needed for septic system for house. addition .... + :T: 4 -1:. :t. { Trti Well filled by well driller :... _: 'casing with concrete a7; Ole,. ' ° Norman 'Anderson l, twdersigned, hereby eertify :that- the, abandomenvof the above:referei?ced ,,water well, has been: accomplished and...,, -r ..:;.,:.. completed in accordance with the methods described in Permit # to abandon said water well. Date: 9/22/2007 Signature: Donald R. Knapp, -P.E. Print Name: 2 Dale Avenue Address: Somers, NY 10589 (914) 248 -7726 Form WAR-97 ""UTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES W. .6; -,;;7Vr -WELL,ABANDONMENT 'a 11,ha&been. mlis A fie.. cegif�Ma.,the- -bandppent-of acco I�wd=jgne - completed in accordance with the methods described in Permit # to abandon said water well. -7 Date: 9/22/2007 Signature: Donald T. Knapp,.P.E. Print Name: 2 Dale Avenue Address: Somers, NY 10589 (914) 248-7726 Form WAR•97 PCHD Well Abandonment Pertnit# A-196-05 please print or type Str-- eet Address: TownNillage Tax Grid # 90 Mill Street Putnam Valley. 84.11=1-39 Map Block Lot Name: ddress: Fred Kiesslin 9 90 Mill Street, PV, NY 1059 . . . . . . . . . . X Drilled Driven Dug Gravel Other .10 Well Depth so R 2 0 Static Water Level ft Date Measured 9 0 6 Area needed for septic system for house. addition. n Well casing filled Norman Anderson with concrete by well driller 'a 11,ha&been. mlis A fie.. cegif�Ma.,the- -bandppent-of acco I�wd=jgne - completed in accordance with the methods described in Permit # to abandon said water well. -7 Date: 9/22/2007 Signature: Donald T. Knapp,.P.E. Print Name: 2 Dale Avenue Address: Somers, NY 10589 (914) 248-7726 Form WAR•97 o� r WELL DRILLING I52 BARGER STREET PUTNAM VALLEY, N,Y. 10579 1- 845 7528 -8698 1- 845 -528 -1491 Fax -1- 845 -528 -1490 To Whom It May Concern July 12 2007 This letter is to ascertain that the old well at 90 Mill St, Putnam Valley, has been abandoned. The well was filled with 3 yards of concrete. The concrete was obtained through Putnam Stone and Supply CO from Carmel. N.Y. Thanking you in advance for your consideration regarding the above matter Sincerely - . G- (��vte�► iii -��..� Norman Anderson President �.+ y" -u'.ar•r ^�1•r r, , ��' '�;p °'o ..:p r. .. r NOV 1 `I ®it WELL DRILLING 152 BARGER STREET PUTNAM VALLEY, N,Y.10579 1- 845 -528 -8698 1- 845 -528 -1491 Fax -1- 845 -528 -1490 July 12 2007 To Whom It May Concern This letter is to ascertain that the old well at 90 Mill St, Putnam Valley, has been abandoned. The well was filled with 3 yards of concrete. The concrete was obtained through Putnam Stone and Supply CO from Carmel. N.Y.. Thanking you in advance for your consideration regarding the above matter Sincerely i Norman Anderson President Norman Anderson Inc. WELL DRILLING 152 BARGER STREET PUTNAM VALLEY, N,Y.10579 1- 845 -528 -8698 1- 845.528 -1491 Fax -1- 845 -528 -1490 July 12 2007 To Whom It May Concern. This letter is to ascertain that the old well at 90 Mill St, Putnam Valley, has been abandoned. The well was filled with 3 yards of concrete. The concrete was obtained through Putnam Stone and Supply CO from Carmel. N.Y. Thanking you in advance for your consideration regarding the above matter Sincerely Norman Anderson President Norman Anderson WELL DRILLING 152 EARGER STREET 1PUTNAM VALLEY, N,Y.10579 1-845-528-86981-845-528-1491 Fax -1- 845 -528 -1490 To Whom It May Concern July .12 2007 This letter is to ascertain that the old well at 90 Mill St, Putnam Valley, has been abandoned. The well was filled with 3 yards of concrete. The concrete was obtained through Putnam Stone and Supply CO from Carmel. N.Y. Thanking you in advance for your consideration regarding the above matter Sincerely Norman Anderson President Norman Anderson Inc.-' WELL DRILLING 152 BARGER STREET PUTNAM VALLEY, N,Y.10579 1- 845 -528 -8698 1- 845 - 528 -1491 Fax -1- 845 -528 -1490 July 12 2007 To Whom It May Concern This letter is to ascertain that the old well at 90 Mill St, Putnam Valley, has been abandoned. The well was filled with 3 yards of concrete. The concrete was obtained through Putnam Stone and Supply CO from Carmel. N.Y.. Thanking you in advance for your consideration regarding the above matter Sincerely Norman Anderson President YML ENVIRONMENTAL SERVICES 821 Kear Stre**t Yorktown Heights, N.Y. 10598 (914) 245-2800 Albert H. Padovani, Director LAB #: 1.704089 CLIENT*: 2500 NON STAT PROC PAGE: 1 of 2 ANDERSON WELL DRILLING DATE/TIME TAKEN.- 07/17/07 03:00P 152 BARGER ST DATE/TIME REC'D: 07/17/07 03:22P ATTN: NORMAN, SARAH REPORT DATE: 07/24/07 PUTNAM VALLEY, NY 10579 PHONE: (914)-528-1491 SAMPLING SITE: 90 MILL STREET SAMPLE TYPE..: POTABLE : FRED KEISSING PRESERVATIVES: NONE ,, : TEMPERATURE < 4C COL'D BY: BEVERLY NOTES...: OUTSIDE HOSE COLIFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE RESULT PUTNAM CNTY PROFILE 07/17/07 MF T. COLIFORM ABSENT /100 ML 07/20/07 LEAD (IMS) <1 ppb 07/23/07 NITRATE NITROG 3.29 MG/L 07/18/07 NITRITE NITROG <0.01 MG/L 07/19/07 IRON (Fe) <0.060 MG/L 07/23/07 MANGANESE (Mn) <0.010 MG/L 07/18/07 SODIUM (Na) 35.4 MG/L 07/17/07 pH 6.7 UNITS 07/19/07 HARDNESS,TOTAL 188 MG/L . 07/17�07- ALKALINITY tAS.``- 54';�0 MG/L 07/24/07 TURBIDITY (TUR <1 NTU NORMAL - RANGE ABSENT 0-15 ppb 0 - 10 N/A mg 0-0.3 /l 0-0.3 mg/1 N/A 6.5-8.5 N/A ^ `N/A 0-5 NTU METHOD SM 18-20 9222B SM 18-19 3113B SM18-204500NO3 SM18-204500NO2 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 WATE AS NOT) OF A SATISFACTORY SANITARY QUALITY ACCORD 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 10% of their than 15 ppb and a treatment must be potential. -tblic 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 k YML ENVIRONMENTAL SERVICES 321 ["ear Street Yorktown Heights, N.Y. 10598 ' - - (914)- 245-2800'`��-� Albert H. Padovani, Director LAB #: 1.704089 CLIENT #: 2500 NON STAT PROC PAGE: 2 of 2 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ANDERSON WELL DRILLING 152 BARGER ST ATTN: NORMAN, SARAH PUTNAM VALLEY, NY 18579 SAMPLING SITE: 90 MILL STREET : FRED KEISSING COL-'D BY: BEVERLY NOTES...: OUTSIDE HOSE ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE is suggested. DATE/TIME TAKEN: 07/17/07 03:00P DATE/TIME REC'D: 07/17/07 03:22P REPORT DATE: 07/24/07 PHONE: (914)-528-1491 SAMPLE TYPE..: POTABLE PRESERVATIVES: NONE TEMPERATURE..: < 4C COLIFORM METH: MF --------------- -------------�� RESULT NORMAL - RANGE METHOD 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 AT : .0-70'MG/L . VERY HARD WATER: ABOVE 300 MG/L -� �-- -HARB'WATER:70-E'" =,`�MG/L 'MIL[IGRAM'PE]R-"LITER"`�,--' HARD WATER: 140-300 MG/L (I grain/gallon = 17.2 MG/L) SUBMITTED BY: Albert H. Director ELAP# 10323 ',_^4 YML ENVIRONMENTAL SERVICES - ' ~ 321 1<ear Street '+ ` yorktown Heights, N.Y.� 10598 (914) 245-2800 Albert. H.- Padovani, Director LAB #: 1.704089 CLIENT #: 2500 NON STAT PROC PAGE: 1 of 2 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ANDERSON WELL DRILLING 152 BARGER ST ATTN: NORMAN, SARAH PUTNAM VALLEY, NY 10579 DATE/TIME TAKEN: 87/17/07 03:00P DATE/TIME REC'D: 07/17/07 03:22P REPORT DATE: 07/24/07 PHONE: (914)-528-1491 SAMPLING SITE: 90 MILL STREET SAMPLE TYPE..: .POTABLE : FRED KtISSING PRESERVATIVES: NONE COL'D BY: BEVERLY TEMPERATURE..: < 4C NOTES...: OUTSIDE HOSE COLIFORM METH: MF DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD PUTNAM C CNTY PROFILE 07/17/07 M MF T. COLIFORM A ABSENT / /100 ML 07/20/07 L LEAD (IMS) < <1 p ppb 07/23/07 N NITRATE NITROG 3 3.29 M MG/L 07/18/07 N NITRITE NITROG < <0.01 M MG/L 07/19/07 I IRO (Fe) < <0.060 M MG/L 07/23/07 M MANGANESE (Mn) < <0.010 M MG/L 07/18/07 S SODIUM (Na) ' 3 35.4 M MG/L � 07/17/07 p pH 6 6.7 U UNITS 07/19/07 H HARDNESS,TOTAL . ..188 M MG/L �. ��./07 7-/07, A ALKALJk|ITy]AS'`. ` `'54.0 M MG/L, � ABSENT 0-15 ppb 0 _ 10 N/A mg /l /l 0-0.3 mg/1 N/A 6.5-8.5 N/A ' 0-5 NTU SM 18-20 9222B SM 18-193113B SM18-204500NO3 SM18-204500NO2 SM 18-20 3111B SM 18-20 3111B SM 18-20 3111B SM18-20 4500HB SM 18-20 2340C ` 18-20 2320B SM 18 (213oB) COMMENTS: MFTC THESE RESULTS INDICATE THAT THE A SATISFACTORY SANITARY QUALITY ACCORD E NEW YORK STATE AND EPA FEDERAL DRINKING WATER STANDARDS, FOR THE PARAMETERS TESTED, AT THE TIME OF COLLECTION. Pb /Cu LEAD limits for public schools are set at 15 ppb. EPA Lead & Copper Rule for Public Systems requires that no more than 10% of their distribution points have a LEAD value of more than 15 ppb and a COPPER value of 1.3 mg/L, else water treatment must be undertaken to reduce the waters corrosive potential. ' Fe/Mn If both iron and manganese are present, their total value combined shall not exceed 0.5 mg/L. 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. Fbr those on a moderately restricted diet, a maximum of 270 mg/L of Sodium YML ENVIRONMENTAL SERVICES 321 Kear-Street ' _ Yorktown Height ,,N.Y. 10598 . 245-2800 AlbertH. Padovani, 'Director LAB #z 1.704089 CLIENT #: 2 500 NON STAT PROC PAGE; 2 of 2 ANDERSON WELL DRILLING DATE/TIME TAKEN: 07/17/07 03:00P 152 BARGER ST DATE/TIME REC'D: 07/17/07 03:22P ATTN: NORMAN, SARAH REPORT DATE: 07/24/07 ` PUTNAM VALLEY, NY 10579 PHONE: (914)-528-1491 - SAMPLING SITE: 90 MILL STREET : FRED KEISSING COL'D BY: BEVERLY NOTES...: OUTSIDE HOSE ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DAIT E FLAB PROCEDURE is suggested. SAMPLE TYPE..: POTABLE ` PRESERVATIVES: NONE TEMPERATURE. : < 4C COLIFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ RESULT NORMAL - RANGE METHOD 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 -- -' -- - . . -, . - ' HA - :WATER:' HARD WATER: 140-300 MG/L (I grain/gallon = 17.2 MGiL) SUBMITTED BY: Albert H Director ELAP# 10323 YML ENVIRONMENTAL SERVICES 321 Kear Street._:, Y6rktown H,i�hts�� K|.Y. 10590 ' (914) 245-2800 | Albert H� Padovani, Director LAB #: 1.704089 CLI ENT #: 2500 NON STAT PROC PAGE: I of 2 ' ANDERSON WELL DRILLING DATE/TIME TAKEN: 07/17/07 03:00P 152 BARGER ST DATE/TIME REC'D: 07/17/07 03:22P ATTN: NORMAN, SARAH REPORT DATE: 07/24/07 PUTNAM VALLEY, NY 10579 PHONE: (914)-528-1491 SAMPLING SITE: 90 MILL S ' EET SAMPLE TYPE..: POTABLE : FRED KEISSING PRESERVATIVES: NONE COL'Q BY: BEVERLY TEMPERATURE..: < 4C NOTES...: OUTSIDE HOSE COLIFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE RESULT PUTNAM CNTY PROFILE 07/17/07 MF T. COLIFORM ABSENT /100 ML 07/20/07 LEAD (IMS) ' <1 ppb 07/23/07 NITRATE NITROG 3.29 MG/L 07/18/07 NITRITE NITROG <0.01 MG/L 07/19/07 IRON (Fe) <0.060 .'-/L 07/23/07 MANGANESE (Mn) <0.010 MG/L 07/18/07 SODIUM (Na) 35.4 MG/L 07/17/07 pH 6.7 UNITS 07/19/07 HARDNESS,TOTAL 188 MG/L ()7/17/�)7 , ALKALINITY�. (AS�'-,-�,54.0 -MG-/L. ^^ - 07/24/07 'TURBIDITY (TUR <1 NTU ' NORMAL - RANGE ABSENT 0-15 ppb O - 10 N/A 0-0.3 m /l . mg /l mg/l N/A 6.5-8.5 N/A � N/A 0_5 NTU METHOD SM 18-20 9222B SM 18-19 3113B SM18_204500NO3 SM18-204500NO2 SM 18-20 3111B SM 18-20 31118 SM 18-20 31118 SM18-20 4500HB SM 18-20 2340C SM 1820,2320B - - SM 18 (2130B) COMMENTS:. ' MFTC THESE RESULTS INDICATE THAT AS 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 8: Copper than 10% 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 Nb 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 0-1 .-lk YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 (9%4) 245_2800' _.`-`-_'-'-,`'. Albert H. Padovani, Director ' LAB- #-. 1.704089 CLIENT #: 2506 NON STAT PROC .PAGE: 2 of 2 ANDERSON WELL DRILLING DATE/TIME TAKEN: 07/17/07 03:00P 152 BARGER ST DATE/TIME REC'D: 07/17/07 03:22P ATTN: NORMAN, SARAH REPORT DATE: 07/24/07 PUTNAM VALLEY, NY 10579 PHONE: (914)-528-1491 SAMPLING SITE: 90 MILL STREET FRED KEISSING ` COL'D BY: BEVERLY NOTES...: OUTSIDE HOSE ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE is suggested. SAMPLE TYPE..: POTABLE PRESERVATIVES: NONE TEMPERATURE..: < 4C COLIFORM METH: MF ~~~~~~~~~~~r~~~~~~~~~~~~~~~~~~~~~~~~~~~ RESULT . NORMAL - RANGE METHOD 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 THEWATER HAS BEEN SUBJECTED. SOFT WATER: 0-70 MG/L VERY HARD WATER: ABOVE 300 MG/L 3bEk-ATELK'.'HA�[l WATER w`^7)" t�M8 l�I PER LITER'`'' | HARD WATER 1 0-30 MG/L �1 i - -' -' -`�-�R��/ -'--- -'--------4 / : 4 0 ( gra n/gallon = 17.� SUBMITTED BY: � ELAP# 10323 YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Hei'ghts,' N. 105V8``��/'- (914),245-2800 Albert H� Padovani, Director - LAB #: 1.704089 CLIENT #: 2500 NON STAT PROC PAGE: 1 of 2 ANDERSONWELL DRILLING DATE/TIME TAKEN: 07/17/07 03:00P 152 BARGER ST DATE/TIME REC'D: 07/17/07 03:22P ATTN: NORMAN, SARAH REPORT DATE: 07/24/07 PUTNAM VALLEY, NY 10579 PHONE: <914>-528-1491 SAMPLING SITE�' 90 MILL STREET : FRED KEISSING ' COL'D BY: BEVERLY NOTES...: OUTSIDE HOSE ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE SAMPLE TYPE..: POTABLE PRESERVATIVES: NONE TEMPERATURE..: < 4C COLIFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ RESULT. NORMAL - RANGE METHOD PUTNAM CNTY PROFILE 07/17/07 MF T. COLIFORM ABSENT /100 ML 07/20/07 LEAD (IMS) <1 ppb 07/23/07 NITRATE NITROG 3.29 MG/L 07/18/07 NITRITENITROG <0.01 MG/L 07/19/07 IRON (Fe) <0.060 MG/L 07/23/07 MANGANESE (Mn) <0.010 MG/L 07/18/07 SODIUM (Na) 35.4 MG/L 07/17/07 pH 6.7 UNITS 07/19/07 HARDNESSJOTAL 188 MG/L �i fA-7/07',��ALKA 54.0,,MG/L`. = ABSENT 0-15 ppb 0 - 10 N/A mg 0-0 3 /l . 0-0.3 mg/1 N/A 6.5-8.5 N/A -^ '~0�5-NTU� SM 18-20 9222B SM 18-19 3113B SM18_204500NO3 SM18-204500NO2 SM 18-20 3111B .SM 18-20 3111B GM 18-20 3111B SM18-20 4500HB SM 18-20 2340C ' _ 20 20B -SM -10; -4-e1`3H)B� --`/ COMMENTS: MFTC THESE RESULTS INDICATE THAT THE NOT) OF A SATISFACTORY SANITARY QUALITY ACCORD E NEW YORK STATE AND EPA 'EDERAL DRINKING WATER STANDAR-- FOR THE PARAMETERS TESTED, AT THE TIME OF.COLLECTION. ' ~~v Pb /CU LEAD limits for p EPA Lead & Copper than 10% of their than 15 ppb and a treatment must be potential. ablic 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 maCnganese 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�)_24,5,-2 800 `-^ Albert H. Padovani, Director ' LAB #: 1.704089 CLIENT #: 2500 �~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ANDERSON WELL DRILLING 152 BARGER ST ATTN: NORMAN, SARAH PUTNAM VALLEY� NY 10579 SAMPLING SITE: 90 MILL STREET : FRED"KEISSING COL/D BY: BEVERLY NOTES...: OUTSIDE HOSE, ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE is suggested. NON STAT PROC PAGE: 2-of 2 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE/TIME TAKEN: 07/17/07 03:00P DATE/TIME REC'D: 07/17/07 03:22P REPORT DATE: 07/24/07 PHONE: (9i4)-528-1491 SAMPLE TYPE..: POTABLE PRESERVATIVES: NONE TEMPERATURE,.: < 4C COLIFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ RESULT NORMAL - RANGE METHOD 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 .OW 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 �~'^^'ATE(Y~HABI[W�TERd'70�140'M8/L-��: ��M L.�;�MILLIGRAM,PE HARD WATER: 140-300 MG/L (1 SUBMITTED ' BY: ELAP# 10323 YML ENVIRONMENTAL SERVICES 321 Kear Street vor�t��/h-�H��6ht��,i��'��xf{)59S`'r�/'' (914) 245-2800 Albert H^ Padovani, Director ` - ' ANDERSON WELL DRILLING DATE/TIME TAKEN: 07/17/07 03:00P 152 BARGER ST DATE/TIME REC'D: 07/17/07 03:22P ATTN: NORMAN, SARAH REPORT DATE: 07/24/07 PUTNAM VALLEY, NY 10579 PHONE: (914)-528-1491 SAM' LING SITE: 90 MILL STREET - : FRED KEISSING COL'D BY: BEVERLY NOTES...: OUTSIDE HOSE ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE SAMPLE TYPE..: POTABLE PRESERVATIVES: NONE TEMPERATURE..: < 4C COLIFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ RESULT. NORMAL - RANGE METHOD PUTNAM CNTY PROFILE 07/17/07 MF T. COLIFORM ABSENT /100 ML 07/20/07 LEAD (IMS) <1 ppb 07/23/07 NITRATE NITROG 3.29 MG/L 07/18/07 NITRITE NIT'OG <0.01 MG/L 07/19/07 IRON (Fe) <0.060 MG/L 07/23/07 MANGANESE (Mn) <0.010 MG/L | 07/18/07 SODIUM (Na) 35.4 MG/L � 07/17/07 pH 6.7 UNITS 07/19/07 HARDNESSJOTAL 188 MG/L 07/.17/07 -ALKALINITY (AS`'�.^�!54.0.MG/L'`.`` ,ABSENT 0-15 -ppb 0 - 10 N/A mg 0-0 3 /l . 0-0.3 mg/1 N/A 6.5-8.5 N/A ' __.N/A ' _ -~-0-5-NTB^��- SM 18-20 9222B SM 18-19 3113B SM187204500NO3 SM18-204500NO2 SM 18-20 3111B SM 18-20 31118 SM 18-20 3111B SM18_20 4500HB SM 18-20 2340C ` SM 18-20 2320B COMMENTS: MFTC THESE RESULTS INDICATE THAT THE WAT NOT) OF A SATISFACTORY SANITARY QUALITY ACCORD HE NEW YORK STATE AND EPA FEDERAL DRINKING .WATER STANDARDS, FOR THE PARAMETERS TESTED� AT-THE TIME OF COLLECTION. r Pb /Cu LEAD limits for p EPA Lead & Copper than 10% of their than 15 ppb and a treatment must be potential. i.tblic 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 zron and'manqanese 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 0, -.� YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 -(9 k4), 245-280Q-- --~``` Albert H. Padovani, Director ' 0 9 ENT #.- ` �500 NON STAT PROC - E : 2 o PAGE: f 2 LAB #: 1.704 CL 8 I ` --------------------- ~ ------ ~ ---------- ��-------- ------- m ------- ANDERSON WELL DRILLING 152 BARGER ST ATTN: NORMAN, SARAH PUTNAM VALLEY, NY 10579 SAMPLING SITE: 90 MILL STREET FRED KEISSING COL-'D BY: BEVERLY NOTES...: OUTSIDE HOSE ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG'PROCEDURE is suggested. DATE/TIME TAKEN: 07/17/07 03:00P DATE/TIME REC'D: 07/17/0703:22P REPORT DATE: ' 07/24/07 PHONE: (914)-528-1491 SAMPLE TYPE..: POTABLE PRESERVATIVES: NONE TEMPERATURE..: < 4C C8LIFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~�~~~~~~~~~ RESULT, NORMAL - RANGE METHOD 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. ' . O WA VERY HARD WATER: ABOVE 300 MG/L �" .,'^ `-_��'^` -. -.'-. - ' ' ` � -MOD�RAT�L~/`HAF�}-Wh�TER:��7��'148-MG/L-�'-��|8/L��='MJLLJGRAM'2ER�'LITER HARD WATER: i407300 MG/L .(I grain/gallon = 17.2 MG/L) SUBMITTED BY: � ` _-..`.'.`. ELAP# 10323 DONALD R. KNAPP, P.E. - Consulting Engineer 2 Dale Avenue, Somers, NY 10589 914- 248 -7726 LETTER OF TRANSMITTAL To Putnam County Department of Health 1 Geneva Road Route 3.12 Brewster, New York 10509 Atin. Joe Paravoti We are sending: attached 0 under separate cover (3 FAX x plans 0 approval of subcontractor . o specifications 0 order on contract shop drawing samples 0 reports CIVIL/ STRUCTURAL/ ENVIRONMANTAL CONSULTING ENGINEERS Date: 9/22/2007 Re: Fred Kiessling 90 Mill Street, Putnam Valley, NY 10579 -3232 Tax number: 84.11 -1 -39 Permit number:A- 196 -05; Approval date: 1/6/06 C] photograph 17 copy of letter 0 FORM "COPIES'- DATE - 'NUMBER - ' 1 8120/2007 Chase bank check #850039942 In the amoount of $300.00 5 Septic As -Built Plan 5 Guarantee of Subsurface Sewage Treatment System - (GS -97) 1 Certificate of Construction Compliance- (CC -97) 5 YML Environmental Services -water test results 5, Well completion report- (WC -97) 5 Norman Anderson Inc. letter re well closure 5 Well Abandonment Report. (WAR -97) Continued on the attached sheet THESE ARE TRANSMITTED AS NOTED BELOW: X for approval 0 for information o for action as requested no exceptions taken note comments 13 for correction j3 for review and comment 0 resubmit copies for approval resubmit copies for distribution return corrected print l7 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health September 18, 2007 DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 DRK Consulting Engineers Don Knapp, P.E. 2 Dale Ave. Somers, NY 10589 Mr. Knapp: ROBERT J. BONDI County Fxecuttve ROBERT MORRIS, PE Director of Environmental Health Re: Field Inspection — Kiessling 90 Mill St. (T) Putnam Valley TM #84.1 -1 -39 The results of today's pump test were satisfactory. The bedroom count was also done today. The existing kitchen area and all kitchen appliances including sink still have to be removed from the area over the garage as per the approved plan. v. w + "�' _. • `Please call for an inspection when ready. a l ai I 'I If you have any further questions, please contact me at (845)278 -6130 ext. 2155. IV JD:Im Sincerely 2 J" Jo Digit 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 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISIO N' OF! ENVIRONMENTAL HEAAT01 SERVICES FIELD ACTIVITY REPORT Axinu�q: �� 1 S E -� vVN� v L� �l d F Street Town State ` Zip PERSON IN CHARGE nR WTFR VTFWFn -. PUMP TEST DOSE TEST REQUIRED GALLONS /! C, 1)b5E ��, 3 �! DO(. 51 2 N F7 EL START I EL. STOP nP I acknowledge receipt of this report: SIGNATURE: `0 2 N F7 EL START I EL. STOP nP I acknowledge receipt of this report: SIGNATURE: Sep 12 07 08:18a p.1 09/12/2007 07:45 9143474394 WEIS BY THIS THISCERTIFICATE OP COMPLIANCE THE ELECTRICAL INSP TION -S ER V C. & ., ., `. , .. 64 North Central Ave. Elmsford, NY 10623 CERTIFIES THAT Upon the application of: McGovern► EleeW Inc . P.O. Box 33 Yorktown Heights, NY 10588 Located at. 90 Mtn Street, Pumam Valley, NY Application Number. 10063370 Section: Block: Lot; Upon premises owned by: Wessling - g0 Mot Street Putnam Volley, NY Certificate Number: 10068370 BDC: 166 Permit Number: 1145 -07 A visual Iltspertion of the oWhieal system at this promioo deserlbod as a ResMential occupancy, whoroin the premises efectrical system consisting of electrical devices and widag, described bebw. located Inlon the premises at: 99 Mot Strout, Putnam Valley, NY Basement, Outside. was Inspected in accordame with the NYS and NPPA 70-88 and the deism) of the installation, as set forth below, was founded to be In compliance therewith on the 06 Day of September 2007. Now Dane Quantity Rating Circuit Type ia Septic Aline { sepsic Pump I I Rr • 1r� � Officer: Nick Morabito This arUffeft msy not be anww in anyway mid is valldatad only by die praeermo of a wised seal at the location Indicated. This eaRifioate is rspd far work PrOoMed before dais of IMPaoUon D*. jmeCUa 18 wMa.drw 17 )nn? Page 1 of I ,. .. w.. . y .. � �. � � ...- a. .-�.r ... ........� ..... -+�-. .. �� ' �'(Ya ........« �... .� '.. •• � j,. .• ...�'. .w -.- F� - -w .. -� .. ..�w.. ...� T ml! .. �..,.J M1` t. SHERLITA AMLER, MD, MS, FAAP Commissioner of Health 'Vtp': i�.. "ra a �� 'L ^ �, .. ... .:.� y.; .•..: t. =.... ... �.;�. '"4r.:�::r;disl..°�� LORETTA MOLINARI, RN, MSN Associate Commissioner of Health August 21, 2007 Donald R. Knapp, P.E. DRK Consulting Engineers 2 Dale Avenue Somers, NY 10589 Dear Mr. Knapp: DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health Re: Field Inspection — Kiessling 90 Mill Street (T) Putnam Valley, TM # 84.11 -1 -39 The above referenced separate sewage treatment system can be backfilled. The following com nts must be corrected in the field. Large stones m SSTS area to be removed prloi-to bacld ling. Silt fences must be erected and maintained as per approved plan. Pump test and bedroom count must still be performed. Please leave distribution box open l for pump test. you have any further questions, please contact me at (845) 278 -6130 ext. 2155. JD:ens Sincerely, ph Digit . 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 .r" SEP -12 -2007 905 :25R FROM:DONALD R KNAPP PE CO 9142487726 T0: 18452787921 P -1 SHERLITA pR1LER. MD, MS, FAAP Commissioner of Health LORETTA MiOLINAIRI, RN, MSN Associate Commissioner of Health Altontlon Joe Diggit DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 REQUEST FOR FIELD TESTING All Information below must be f, qtly completed prior to any scheduling. ENGRXEER OR FIRM: Donald Knapp, P.E. ROBERT J, RONDO County Executive ROBERT MORRIS, PE Director of Environmental Health DATE: August 25, 2007 PHONE #: 914-248-7726 IPIERSOW TO CONTAtC ., Donald Knapp, P.E. ❑ Iq;W CONSTRUCTION ❑ REPAIR PROGRAM ® ADDITION PROGRAM RIEt 303: DEEPS: ❑ PERCS: ❑ PIJI P �'ES7C: Ll R(DRD)ISTRI' IlT; 90 Mill street Putnam Valley, New York 10579 84,11 -1 -39 T(DY I: TAX MAP ##: SNVI`6'IISIGN: luA LOT #: 39 Fred Keissing NYCOLP CRITERIA EOR JOINT REVIEW AND WITNESSING OF SOIL TESTING V0 NO a Proposed SSTS within the drainage basin of West Branch or Boyds Corner & Croton palls Reservoirs. E IN ]Proposed SSTS within 500 feet of a reservoir, reservoir steno or control lake. i 0 Proposed SSTS within 200 feet of a watercourse or a DEC wetland. l W Proposed SSTS design flow greater than 1000 gallons/day or SPDES Fermit required. N Proposed SSTS for a Commercial .Project. I Is the responsibility of the design professional to provide the above information prior to soil testing. The )apartment will determine the NYCDEP project status (Joint or (Delegated) based on the response. If you insweredZes to any of the questions, NYCDEP must witness the soil tests. This (Department will coordinate a anatteally suitable time for field testing with the Design Professional and NYCDEP. IT a project has been determined to be (Delegated based on the above response and then subsequent information indicates NYCDEP Is required to witness the soil tests, it will be the sole responsibility of the dResign professional to schedule re- witnessing of the soli testing with NYCDEP. FOR COUNTY USE ONLY DIaT>r: TIME: _ Ja T COMM &N-Ls: 1 ' i £oMAn&DT nWxLY Environmental Health (845) 278 -6130 Fax (845) 278 -7421 Water Supply Section (845) 225 -5186 rax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278.6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278.6085 _(J11A Cw f0At%'14a LLA0 AUG- 20 -20 &37 04:46P FROM:DONALD R KNAPP PE CO 9142487726 TO:184527e7921 P.1 I• �Ke1 �, - iI�• :�J'. J.i't�...y:,; w f :�� .,r,. �.C- a 4. :nV •ur..� �� _. _.. •_.� ".- .v .. � ... ' w .� ... + � ..�.. � r. Vr l ' �'•. .::�1,!+r.� : y ' ili .�r,� i! . iy._. v:,, " � iii�,...L; <�....: " .:.iM � -fiL ::'�7:r" -nl- �;•` Date: PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES August 20,2007 PCIRD Construction Permit # A-196-05 For: Fill Trenches X Located: 90 Mill Street (T) Putnam Valley Owner /Applicant Name: Fred Kiessling TM 84.11 Block 1 Lot 39 Formerly: Subdivision Name: Subdivision Lot # NA Is system fill completed? Is system complete? Yes Is system constructed as per plans? Yes Isweil drilled? Yes Isweli located as per plans? e s Are erosion control measures in place? Yes Date: Date: �. FEWER Ieettify that the system(s), as listed, at the above premises has been constructed and I have inspected aid verified their completion in accordance with the issued PCHD Construction Permit and epproved plans and the Standards, Rules and Regulations of the Putnam County Department of pate: August 20, 2 00 7 Certified by: b NAPP P Design Professional lddress: 2 DALE AVENUE, SOMERS, NY 10589 Lie. # 072770 Comments: Laree maple tree cut-down by owner slight modification FOR E , j0F, DIG(9ZrENE D (NAME) Form FIR -99 PUTNAM COUNTY DEPARTMENT OF HEALTH O : �"v ,14" CkrwL DIVISION OF ENVIRONMENTAL HEALTH SERVICES FINAL SITE INSPECTION�� 6 7 Date: Inspected by: Cown TA) _4 t/A % Permit #+ CM # Subdivision Lot # L. Sewage System Area a. STS area located as per approved plans ..........:................ b.. Fill section _ date of placement 3 :1 barrier Lgth. Width . Avg.Dpth c. Natural soil not stripped ................... ............................... d. Stone, brush, etc., greater than 15 from STS area........ :. e. 100' from water course / wetlands ...... ............................... EL Sewage System a. Septic tank size - 1,000 .......... 1,250 ......... other../ 7w.... b. ' Septic tank installed level ............................................... c. 10' minimum from foundation .......... ............................... d. Distribution:Box 1. All outlets at same elevation -water tested .................. .2. Protected below frost .................. ...............7............... 3. N inimum 2 ft.Original soil between box & trenches e. Junction Box - properly set .......... ............................... 6. Trenches . 1. Length required 66 b Length installed 2. Distance to watercourse measured Ft.......... 3. Installed according to plan .......:......::........ 4. Slope of trench acceptable 1/16 - 1/32 " /foot ............. 5. 10 ft. from property line - 20 ft.- foundations.......... 6. Depth of trench <30 inches from surface .................. 7. Room allowed for expansion, 100 % ......................... 8. Size of gravel 3/4 - 1112" diameter clean ...................: 9. Depth of gravel in trench 12" minimum ....... :........... 10.... Pipe ends cap ed...�.. ..... "P'iimb of D'o d 9ystems 1. Size of pump chamber ................ ............................... 2. Overflow tank. ..................... ............................... 3. Alarm, visual/audio ...................................................... 4. Pump easily accessible, manhole to grade ................. 5. First box baffled .......................... ............................... 6. C�yycle witnessed by H D.estimated flow /cycle........... I11. Rouse/Buildiiig a. House located per approved plans ......... ............ . b. Number of bedrooms ...... ............................... ... IV. Well Well located as per approved plans....... : ..... ......:.�.... b. Distance from STS area measured 0 ft ........... c. Casing. 18" above grade ................ ............. ................... d. Surface drainage around well acceptable ....................... V. Overall Workmanship . a. Boxes properly grouted ................... ............................... b. All pipes partially backfilled ........... ............................... c. All pipes flush with inside of box ... ............................... d. BackE material contains stones <4" diameter .............. e. Curtain drain & standpipes installed according to plan.. f. Curtain drain outfall protected & dir.to exist watercours g. Footing drains discharge away from STS area ................ h. Surface water protection adequate.. ..... .......................... i. Erosion control provided ................ ............................... Rev. 12/02 �J MOM MOM N'' 0 Ini M I/1,% A FAVY 11, :�6 • u ,f SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN .Associate Commissioner of Health ROBERT J. BONDI _ County Executive Y-� i!ttr)...fY' �1.•t.ixL ;' -. • � .'i4S :. r. r � r. -d. 'b 3' ..: � -'.�e; .. ^�h DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 Fred Kiessling 90 Mill Street Putnam Valley, New York 10579 Dear Mr. Kiessling: January 6, 2006 Re: Addition Approval - Kiessling Increase in Number of Bedrooms With new Separate Sewage Treatment System (SSTS) (T) Putnam Valley, TM# 84.11 -1 -3 9 I have received and reviewed the plans for the proposed addition to the above mentioned residence. The proposal for the addition has been approved as per plans bearing the approval stamp from the Department dated January 6, 2005. The addition is approved with the following conditions: 1. The total number of bedrooms must remain at 4 without prior approval by this • Department. All'plumbirig -fixtiures- mustilbe -up &u ed with-water saving devieest�(i -:e. new low flush toilets, restrictors for shower heads and faucets etc.). 3. A proposed SSTS must be constructed according to the approved plans certified by Donald R. Knapp, PE. Any deviation from the plan requires a revision be submitted to this Department for review and approval. 4. The SSTS, well and aband ed well.must be inspected by this Department before backfilling. 8f ZO)D% 5. A pump test must be witnessed by this Department before a compliance is issued. 6. A bedroom count must be performed by a representative of this Department before a compliance is issued. 7. Once items 4 — 6 have been satisfied, a construction .compliance is to be submitted for review and approval before operation of the new SSTS and well. 8. The approval is for the proposed changes only. This approval does not validate any construction shown as existing that has not obtained proper approvals. 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 ;t G i -�-:: �-.;' ��friy��tli��r��Ur-" �c1�1�kT1CeS- �` 3' egtil�`: u�; �-: xhe�; espoi�sihili�3r' of `:tl�:_a�rpl�cant,:a�ad¢.t�:e_. ..��,•_�: „.•::::, jurisdiction of the Town of Putnam Valley. If you have any questions, please contact me at your convenience. Sincerely, oseph S. Paravati, Jr. Assistant Public Health Engineer JSP:cj cc: Building Inspector, (T) PV Donald Knapp, PE PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO ABANDON A WATER WELL please print or type PCHD PERMIT # A-116-0s"', 16 '0s"', Well Location: Street Address: TownNillage Tax Grid # 84.1 39 1 90 Mill Street Putnam Valley Map :'. , Block : Lot(s) _ Well Owner: Name: Address: Fred Riessling '90 Mill Street Putnam Valley, NY Well Type: x Drilled Driven Dug Gravel Other NA NA NA Depth Data: Well Depth ft Static Water Level ft Date Measured Use of Well: x Residential Public Supply Air /Cond/Heat Pump Abandoned 1- primary Business Farm Test/Observation Other (specify) 2- secondary Industrial Institutional Standby Water Well Name: Address: Contractor: NA Reason For Expansion of septic system Abandonment: Description of Work To Be Performed: Close well in accordance to rules and regulations of the Putnam County Health Department. Date: ,. Applicant Signature: PERMIT This permit, to abandon one water well as set forth above, is granted under provisions of Article 10 of the Putnam County Sanitary Code, Subpart 5 -2 of Part 5 of the New York State Sanitary Code and /or Part 75 of 10 NYCRR and provided that: Within 30 days of the completion of the abandonment of the water well, the applicant shall submit to the Department a certified statement that the information delineated on the application for this permit has been completed. C � Ole Date of Issue Issuing Official Title White copy: HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WA -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SIE]I VI CIEs,.,.. APPLICATIQN TO CONSTii U(ft'K WATER WELL :'. <. . • °' please`print or type J -' PCHD Permit # �4trJ' Location: Street Address: Town/Village Tax Grid # ,Well 90 Mill Street Putnam Valley Map g 1Block 9 Lot(s) Well Owner: Name: Address: Fred Kiessling 90 Mill Street, Putnam Valley, NY Use of Well: Residential Public Supply Air /Cond/Heat Pump Irrigation I- primary Business Farm Test/Monitoring Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought gpm # People Served __ Est. of Daily Usage gal. Reason for x Replace Existing Supply Test/Observation Additional Supply Drilling New Supply (new dwelling) Deepen Existing Well Detailed Reason Addition to house and septic system re u' for Drilling Well Type Lak= Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No Is well located in a realty subdivision? ...................................... ............................... Yes No x Name of subdivision Lot No. NA Water Well Contractor: to be determined Address: Is Public Water Supply available to site? .................................. ............................... Yes No Name of Public Water Supply: Town/Village NA Distance to property from nearest water main: Greater than 1 mile Proposed well location & sources of contamination to be provided on separate sheet/plan. Date: �:�pplicant Siaiiature : -- . /-. - --� PERMIT TO OONSTRUfCT 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. APPROVIEIID FOR cCONSTRUcCTffON: 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 f 4 406 Permit Issuing Offici : , 'a Date of Expiron Title: = ati i Permit is Non -Trans White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller 1 PUTNAM COUNTY DEPARTMENT OF HEALTH - - DIVISION OF ENVIRONMENTAL HEALTH SERVICES CONSTRUCTION PERMIT FOR SEWAGE TREATMENT SYSTEM PERMIT # A — 1 q(57 --0,5' Located at 90 Mill Street Townq Putnam Valley Subdivision name Subd. Lot # Tax MaO4.11 Block 1 Lot 39 Date Subdivision Approved Renewal Revision Owner /Applicant Name F r e d K i e s s l i n g/ A l i c a Mock Date of Previous Approval NA Mailing Address 90 Mill Street, Putnam Valley, NY Zip 10579 Amount of Fee Enclosed Building Type Wood Frame- Lot Area4.0 6 2 No. of. Bedrooms Design Flow GPD 8 0 0 acres Fill Section Only NA Depth Volume PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage System to consist of 15 0 0 gallon septic tank and 1250 g a l l a n Other Requirements: To be constructed by to be determined Address Water SI MUIy:.: Public_ Supply From A_ ddress d-. . .. .. . .., . ..... ...... r ..M w - rti .. ... _. .. .... _..- .. �. �. ..♦ .. v� .r.a1-C. _ _ � ... . w .. r ... _ __. .. ..R -r.r _ . r.. -.. .... ... ....... — ...�... .t or: X Private Supply Drilled by to be determined 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 treatmentsystem 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 writte a will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in o rJAfi c tion any part of said sewage treatment system during the period of two (2) years immediately follow' Q a of the approval of the Certificate of Construction Compliance of the original system or any 41 l PR Signed: / ^ P.E. 072770 11,A•x x x x Date 12129/900-S Address . M 7 av License # 9 APPROVED FOR CO N: This approval expires two years from the date issued unless construction of the sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Approved for discharge of domestic sanitary sewage only. By: mac. l`1CC� -� Title: Date: Wh to c y - HD File; Yellow copy - Building-Inspector; Pink copy - Owner; Orange copy - Design Professional Form CP -97 { ...,.�. .. ,._ :.T .. r.. E.. 11 DESIGH.2q 1. THE TOTAL SEPTIC SYSTEM CAPACITY SHALL BE FOR A 4 BEDROOM SINGLE FAMILY RESIDENCE. 2. THE OWNER PLANS TO DEMOLISH THE ONE BED ROOM, SOUTH, VYING OF THE BUILDING AND CONSTRUCT A 3 BEDROOM MODULAR ADDITION IN ITS PLACE. THE TOTAL BED ROOM COUNT WILL BE FOR 4 BED ROOM. KITCHEN ON THE SECOND FLOOR OF THE EXISTING STRUCTURE SHALL BE REMOVED. 3. RESIDENCE IS CURRENTLY SERVED BY A 1000 GALLON SEPTIC TANK AND ONE SEPTIC PIT OF UNKNOWN CAPACITY. THE EXISTING SEPTIC TANK AND SEPTIC PIT WILL BE PUMPED BY A LICENSED SEPTIC WASTE HAULER AND CRUSHED AND BACKFILLED OR REMOVED IN ACCORDANCE WITH THE PUTNAM COUNTY HEALTH DEPARTMENT SANITARY CODE. 4. THE SOIL PERCOLATION RATE IS 21 .MIN. PER INCH OF DROP IN WATER :. LEVEL; A �PERCOLATIOWRRATE OF 1"_"IN21- -MINUTES FORA-4 BEDROOMS' REQUIRES 667 LINEAR FEET OF 24 INCH WIDE TRENCH. 5. MINIMUM SEPTIC TANK SIZE REQUIRED A 4BEDROOM SINGLE FAMILY RESIDENCE IS 1250 GALLONS. PROVIDE A PRECAST CONCRETE SEPTIC SYSTEM HAVING A NOMINAL LIQUID CAPACITY OF 1500 GALLONS FOR SUPERIOR SETTLING CHARACTISTICS. 6. DISTRIBUTION BOX PROVIDE SPEED LEVELERS, BITUMINOUS INTERIOR COATING TO PERVENT DETERIORATION. F ALL PIPE SHALL BE PVC SDR 35 TYPE AND EACH LATE FITTED WITH AN END CAP AS PER THE DESIGN DRAWI j: PUMP CHAMBER SIZING 1. HOLDING CAPACITY OF A 4" PIPE = 0.6528 GALLONS/LF 2.. DOSING VOLUME = 0.50 X 668 LINEAR FEET OF SSTS TRENCH = 334 GALLONS 3. ONE DAY- STORAGE VOLUME = 4 BEDROOMS X 200 GALLONS /BEDROOM = 800 GALLONS. 4. PUMP CHAMBER SIZE: 4.5' X 10.5'= 47.25 CUBIC FEET 5. 1250 GALLON PUMP CHAMBER VOLUME ;(INTERIOR DIMENSIONS): TX 47.25 CF X 7.48 GALLONS / CUBIC FOOT = 353.64 GALLONS /PER FOOT OF ELEVATION. A. ELEVATION FOR THE REQUIRED DOSAGE OF 341.7 GALLONS 334/ 353.64 GALLONS /PER FOOT OF ELEVATION = 0.94 FEET = 11.3"' B. ELEVATION FOR THE REQUIRED FOR ONE DAY STORAGE VOLUME 800 GALLONS/DAY / 353.64 GALLONS /PER FOOT OF ELEVATION = 2.26 FEET 6. PUMP SELECTION: PUMP SHALL BE STA-RITE, 400S. EFFLUENT PUMP, l 15 VOLTS OR AN APPROVED EQUAL. DESIGN DATA 1. THE TOTAL SEPTIC SYSTEM CAPACITY SHALL BE FOR A 4 BEDROOM SINGLE FAMILY RESIDENCE. 2. THE OWNER PLANS TO DEMOLISH THE ONE BED ROOM, SOUTH WING OF THE BUILDING AND CONSTRUCT A 3 BEDROOM MODULAR ADDITION IN ITS PLACE. THE TOTAL BED ROOM COUNT WILL BE FOR 4 BED ROOM. KITCHEN ON THE SECOND FLOOR OF THE EXISTING STRUCTURE SHALL BE REMOVED. 3. RESIDENCE IS CURRENTLY SERVED BY A 1000 GALLON SEPTIC TANK AND ONE SEPTIC PIT OF UNKNOWN CAPACITY. THE EXISTING SEPTIC TANK AND SEPTIC PIT WILL BE PUMPED BY A LICENSED SEPTIC WASTE HAULER AND CRUSHED AND BACKFILLED OR REMOVED IN ACCORDANCE WITH THE PUTNAM COUNTY HEALTH DEPARTMENT SANITARY CODE. 4. THE SOIL PERCOLATION RATE IS 21 MIN. PER INCH OF DROP IN WATER LEVEL. A PERCOLATION RATE OF 1" IN 21 MINUTES FOR A 4 BEDROOMS F2EQlJIRES 667 Lil`ld =P,R BEET OF 24 IfVCH WiDE= TRENCH:` 5. MINIMUM SEPTIC TANK SIZE REQUIRED A 4BEDROOM SINGLE FAMILY RESIDENCE IS 1250 GALLONS. PROVIDE A PRECAST CONCRETE SEPTIC SYSTEM HAVING A NOMINAL LIQUID CAPACITY OF 1500 GALLONS FOR SUPERIOR SETTLING CHARACTISTICS. 6. DISTRIBUTION BOX PROVIDE SPEED LEVELERS, BITUMINOUS INTERIOR COATING TO PERVENT DETERIORATION. 7. ALL PIPE SHALL BE PVC SDR 35 TYPE AND EACH FITTED WITH AN END CAP AS PER THE DESIGN E o -y i PUMP CHAMB5R SIZING 1. HOLDING CAPACITY OF A 4" PIPE = 0.6528 GALLONS /LF 2. DOSING VOLUME = 0.50 X 668 LINEAR FEET OF SSTS TRENCH = 334 GALLONS 3. ONE DAY STORAGE VOLUME = 4 BEDROOMS X 200 GALLONS /BEDROOM = 800 GALLONS. 4. PUMP CHAMBER SIZE: 4.5' X 10.5'= 47.25 CUBIC FEET 5. 1250 GALLON PUMP CHAMBER VOLUME ;(INTERIOR DIMENSIONS): 1' X 47.25 CF X 7.48 GALLONS / CUBIC FOOT = 353.64 GALLONS /PER FOOT OF ELEVATION. A. ELEVATION FOR THE REQUIRED DOSAGE OF 341.7 GALLONS = 334/ 353.64 GALLONS /PER FOOT OF ELEVATION = 0.94 FEET = 11.3 B. ELEVATION FOR THE REQUIRED FOR ONE DAY STORAGE VOLUME _ 800 GALLONS /DAY 1353.64 GALLONS /PER FOOT OF ELEVATION = 2.26 FEET 6. PUMP SELECTION: PUMP SHALL BE STA -RITE, 400S. EFFLUENT PUMP, 115 VOLTS OR AN APPROVED EQUAL. V It PROJECT I.D. NUMBER 617.21 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) O.. 1. APPLICANT / SPONSOR Fred Kiessling and Alice Moch 90 Mill Street Putnam Valley, NY 10579 845 -528 -5104 2. PROJECT NAME: SINGLE FAMILY RESIDENCE 3. PROJECT LOCATION: 90 Mill Street, Municipality Putnam Valley Co un Putnam 4. PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc., or provide map) TAX MAP NUMBER: 84.11 -39 -1 5. IS PROPOSED ACTION: ❑ New ❑ Expansion Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: Addition to an existing single family residence to creat a four bed room single family residence, 7. AMOUNT OF LAND AFFECTED: Initially 4.062 acres Ultimately 4.062 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING L .. USE RESTRICTIONS? _ 0 No if No; describe briefly, ~ 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? ❑x Residential ❑ Industrial ❑ Commercial ❑ Agriculture ❑ Park/Forest/Open space Describe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR LOCAL)? ❑ Yes I] No If yes, list agency(s) and permit approvals 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ❑ Yes El No If yes, list agency name and permit/approval 12, AS A RESULT OF PROPOSED ACTI ERMIT /APPROVAL REQUIRE MODIFICATION? �0 .wY ❑ Yes El-No Q'�PVD R. 4�/ 09L I CERT I D ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE cc Applicant/sponsor name: DONAL� I�, P.E. r/ � J tiL" _ Date: December 24, 2005 Signature: W. If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment a,. b PART II- ENVIRONMENTAL ASSESSMENT (To be completed by Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PART 617.12? ^ 'y.tv+; •. �i•!a.eo �. r .. -• .,.. ►4r•�...:c � -. ma. �.r .Q•�.. .. ,ri- ..:,tr -.. ....o-.- ._. :r-: ..�o= tR-• ti [a . I .., r•.:;d ❑ Yes ❑ No If yes, coordinate the review processes and use the FULL EAF. B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.6? If No, a negative declaration may be superseded by another involved agency. ❑ Yes ❑ No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible) Cl. 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 faunas, 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. C,6. Long term, short term, cumulative, or other effects not identified in CI -05? Explain briefly. C7. Other impacts (including changes in use of either quantity or type of energy)? Explain briefly. D. IS THERE, OR IS THERE LIK-RY 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 (0-Magnitude, If necessarv, add. attachments or refer€nce.;tipporting materials; Ensu&'thr�i explanati ons contain sufficient detiil to show that all'relevani _ .... _ _ adveise'iiripai is Five been identi'iied and adequately addressed. ❑ 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: Signature of Responsible Officer in Lead Agency Signature of Preparer Of different from responsible officer) Name of Lead Agency Date Title of Responsible Officer Signature of Preparer (if different from responsible officer) PROJECT ID. NUMBER 617.21 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT lit ORM For UNLISTED ACTIONS Only PART II- PROJECT INFORMATION (To be completed by Applicant or Project sponsor) SEQ A I. APPLICANT /SPONSOR Fred Kiessling and Alice Much 90 Mill Street Putnam Valley, NY 10579 845- 528 -5104 2. PROJECT NAME: SINGLE FAMILY RESIDENCE 3. PROJECT LOCATION: 90 Mill Street, Municipality Putnam Valley County Putnam 4. PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc., or provide map) TAX MAP NUMBER: 84.11 -39 -1 5. IS PROPOSED ACTION: ❑ New ❑ Expansion ® Modificationlalteration 6. DESCRIBE PROJECT BRIEFLY: Addition to an existing single family residence to creat a four bed room single family residence, 7. AMOUNT OF LAND AFFECTED: Initially 4.062 acres Ultimately 4.062 acres 8. WILL EROi?OSED ACTION COMPLY WITTI EX<STINGZONING'OR OTHER EXISTING LAND USE. FESTRIC7IONS ?„ . ® Yes, ❑ No if No, describe briefly - v 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? ® Residential ❑ Industrial ❑ Commercial . ❑ Agriculture ❑ Park/Forest/Open space Describe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR LOCAL)? ❑ Yes ® No If yes, list agency(s) and permit approvals 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ❑ Yes ® No If yes, list agency name and permit/approval —jV 12, AS A RESULT OF PROPOS TING PERMIT /APPROVAL REQUIRE MODIFICATION? ❑Yes ® Q�� 0 / R AlphcantN signature: VE IS TRUE TO THE BEST OF MY KNOWLEDGE Date: December 24, 2005 If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment .,¢ A PART II- ENVIRONMENTAL ASSESSMENT (To be completed by Agency) ,. .. 4:. .'; iy.� .r '4i^ ,•. c.�. t: r . -sr .. a ... w :,p,. � :-- .... :s- ..... ' - .. .. � y tl`� a .': iyr .'.;,j:: " }.:- '..�.t:�' � � �. +y ... e : • -. :AR i ":: ... fr:.... .. A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PART 617.127 ❑ Yes ❑ No If yes, coordinate the review processes and use the FULL EAF. B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.6? IfNo, 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, iflegible) Cl. 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 brie9y. C3. Vegetation or faunas, fish, shellfish or wildlife species, significant habitats, or threatened or endangered species? Explain briefly: C4. A community's costing plans or goals as officially adopted, or a change in use or intensity of use of land or other natural resources? Explain briefly. CS. 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 CI-CS? Explain briefly. C7. Other impacts (including changes in use of either quantity or type of energy)? Explain briefly. D. IS THERE, OR IS THERE LWEL.Y TO BE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? ❑ Yes ❑ No If Yes, explain briefly: PART 1II- DETERMINATION OF SIGNIFICANCE (To be completed by Agency) :• :INS'd'RUC ONS:-•• For-each•adverse effect. identified above, determi.re whether it is.substantial, large, important or otherwise significant. Each effect, " "sfiauld'be afsesse8 iti ctSltiltSTion'wlI its- (a)-=1 ft—(i. Urbffi'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. ❑ 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 Signature of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Preparer (If different from responsible officer) Signature of Preparer (if different from responsible officer) Date Donald R. Knapp, P.E. --�� 2 Dale Avenue., Soirters; -NY—;5 W. 9 914- 248 -7726 LETTER OF TRANSMITTAL TO: Putnam County Department of Health DATE: 12/25/2005 1 JOB NO. 1 Geneva Road Route 312 Brewster, New York 10509 RE: 845 - 528 -5104 Fred Kiessling and Alice Mock 90 Mill Street Putnam Valley, IVY 10514 Section: 81.11 Block: 2 Lot: 50: We are sending:_ attached ❑ under separate cover ❑ FAX x plans ❑ approval of subcontractor ❑ photograph ❑ specifications ❑ order on contract ❑ copy of letter ❑ shop drawing ❑ samples ❑ FORM x reports ❑ COPIES DATE NUMBER DESCRIPTION # 0025602476 Chase Bank check In the amount of $400.00 to Putnam County Health Department for septic and well permit 4 2 3 2 2 ❑ Continued on the attached sheet THESE ARE TRANSMITTED AS NOTED BELOW: X for approval ❑ for information ❑ for action ❑ as requested Septic Plan Architectural House Plans Construction Permit Application (REVISED) Engineering Report EAF short form ❑ no exceptions taken ❑ note comments ❑ for correction 13 for review and comment ❑ resubmit copies for approval ❑ resubmit copies for distribution ❑ return corrected print SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health Donald Knapp, PE 2 Dale Avenue Somers, New York 10589 Dear Mr. Knapp: ROBERT J. BONDI County Executive DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 December 20, 2005 Re: Proposed SSTS for Addition Keissling/Mack 90 Mill St., (T) Putnam Valley TM# 84.11 -1 -39 This office has received and reviewed the most recent set of plans for the above mentioned project. We would like to offer the following comments for your review and consideration. Please be advised that the equal distribution arrangement has been accepted as shown on the latest septic design plans. This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me at ext. 2157 if any questions arise. JSP:cj Sincerely, toseph Paravati, Jr. Assistant Public Health Engineer Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention/Preschool (845) 278 -6014 Fax (845) 278 -6648 Please provide two (2) sets of complete floor plans, including basement for the addition and show the removal of the kitchen from the existing structure. L2/ Please update all forms, plans and documents to reflect a four.(4) bedroom SSTS design. Also, please provide a label on the plans for the primary system which contains the total number of fields being provided. Tlie'dosedevel ofthe purrip:shouLd:be 3 4 gallons: The pump levels provided in the pump detail section view, need to ,,k."' Are the plan view dimensions for the pump exterior or interior dimensions? Please be advised that the equal distribution arrangement has been accepted as shown on the latest septic design plans. This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me at ext. 2157 if any questions arise. JSP:cj Sincerely, toseph Paravati, Jr. Assistant Public Health Engineer Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention/Preschool (845) 278 -6014 Fax (845) 278 -6648 Commissioner of Health 1LORETTA 10 OLINAItI, RN, MSN Associate Commissioner of Health DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 October 13, 2005 -,ROBERT 1, BONDI County Executive Donald Knapp, PE 2 Dale Avenue ` Somers, New York 10589 Re: Proposed Addition — Kiessling/Mock 90 Mill Street, (T) Putnam Valley TM# 84.11 -1 -39 Dear Mr. Knapp: �o•r This office has received and reviewed the most recent set of plans for the above mentioned project. We o would like to offer the following comments for your review and consideration. 11 Based on the floor plans presented, this is a 6 bedroom residence, (2 bedrooms downstairs, 2 5 �.It 5 bedrooms upstairs, and 2 bedrooms for the existing structure). One bedroom can be °" vtV i�� eliminated from the existing structure if the kitchen is removed. Therefore, a 6 bedroom i��.,7 SSTS design is required. J The remaining comments are based on the presented design of 3 bedrooms.. Please be advised that new comments may be generated if the design is changed to a 6 bedroom. �r +2/ It appears the system, is short by 3 feet and the expansion is short by I I feet. -� C %�h'' 3. A note is to be provided stating there is no water to be supplied to the framed garage. A pump system requires equal distribution. 5. The level of dose is too high. Dose should be 75% of the interior volume of the trenches or '/2 a1" the feet of fields. Zzl Pump on level of 8 inches is too short. PUMP ��u�u' �7 Based on the dimensions provided in the pump detail, it is unclear whether the full day's S J / storage is provided. °(''`"` I " There appear to be some errors in the pump calculations and the selection of a 1 horse power Slate �ti� pump appears to be too high. This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me at ext. 2157 if any questions arise. JSP:cj Sincerely, Joseph S. Paravati, Jr. Assistant Public Health Engineer Environmental Health (845) 278 -6130 Fax (845) 278 -7921 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 SIijEER,IT� AMLER, MDR MS, FAAP LORETTA MOLINARI, RN, MSN Associate Commissioner of Health _ ROBERT L BONDI 1Iw°°tl DEPARTMENT 'OF HEALTH 1 Geneva Road, Brewster, New York 10509 ADDITION APPLICATION STREET90 Mill Street RESIDENTIAL ONLY TOWN Putnam Valley TAXMAP# 84.11 -1 -39 Fred Kiesslin.g And , _ NAME Alice Mock PHONE 845- 528 -5104 PCHD# ��6 �� )r MAILING ADDRESS 90 Mill Street.' Putnam, ValI ey, *NY ' 10579 DESCRIPTION OF ADDITION 2 story single family modular addition ' NUMBER OF EXISTING BEDROOMS A-1 PROPOSED # OF BEDROOMS 0, l� (FROM CERT. OF OCCUPANCY OR CERTIFICATION FROM BUILDING INSPECTOR) "Any addition which is considered a bedroom requires formal approval of plans (Construction permit) prepared by a Professional Engineer or Registered Architect in accordance with applicable sections of the Putnam County Sanitary Code. Tease submit "this-forig• and -the f6R6*1Jng.t6 Eutatain Brewster, NY 10509, Phone: (845) 278 -6130. 1. Certified check or money order for $100.00. 2. Sketches of existing floor plan (drawn to scale, all living area including basement) 3. Two sets of proposed floor plan (drawn to scale - with name, street and tax map #) *Non- professional sketches are-acceptable 4. Copy ofsurvey showing well and septic locations. to the best of your knowledge. Include date of installation if known. Label all wells and septic systems within 200 feet of the property line'. Contact this office with any questions. 5. Copy of Certificate of Occupancy from Town or Certification from Building Dept with legal bedroom count of dwelling. OFFICE USE COMMENTS Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Nursing Services (845) 278 -6558 WIC (845) 278 -6678 Fax (845) 278-6085 ,, mmC )7Q_"AQ SHERLITA ANTLER, MD, MS, FAAP —..�, t.,..... C�mmissionerofHQadth.:• LORETTA NMOLINARI, RN, MSN Associate Commissioner of Health DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 ROBERT J. B ®MIDI County. Executive PUTNAM COUNTY DEPT. OF HEALTH 1 GENEVA ROAD BREWSTER, NY 10509 Re: �SSB.I 1u . M�GiC Residence TAX MAP# TOWN PUT �J Aen !/AL -U_j To.Whom It May Concern: According t records maintained by the Town, the above noted dwelling, is `�0 1<..i<ANC� T>F][ "TOWNN CODE-.' IS NOT IN COMPLIANCE WITH TOWN CODE LEGAL BEDROOM COUNT IS This information has been obtained from: CERTIFICATE OF OCCUPANCY: OTHER: Building Inspector Date CERTIFICATE OF OCCUPANCY Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 lm Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Nursing Services (845) 278 -6558 WIC(845)278-6678 Fax-(845)278-6085 i DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM OWNER: Fred Kiessling ADDRESS: 90 Mill Street, Putnam Valley, NY 10579 PROPERTY DATA LOCATED AT: 90 Mill Street, TAX MAP: 81.1 -2 -50 BLOCK: 2 MUNICIPALITY: Putnam Valley Section: 81.1 LOT: 50 TELEPHONE #: 845 - 528 -5104 DATE OF PER - SOAKING: 1 -Jun -05 DRAINAGE BASIN: Hudson River DATE OF PERCOLATION TEST: 612/05 HOLE N0. RUN NO. TIME START STOP LAPSED I TIME (MINUTES) DEPTH TO WATER WATER LEVEL DROPINCHES (INCHES) PERCOLATION RATE MIN /INCH START (INCHES) STOP (INCHES) 1 1 5:00 PM 5:53 PM 53:00:00 22 25.00 3.00 17:40:00 32" 2 5:53 PM 6:53 PM 60:00:00 22 25.00 3.00 20:00:00 ...4.... 3 6:53 PM 7:53 PM 60:00:00 22 25.00 3.00 20:00:00 5 . 4 6.16 PM - 17:dli.00 26.00 3.00 5:4 5:00 5 3 1 5:03 PM 5:18 PM 15:00:00 22 25.00 3.00 5:00:00 26" 2 5:18 PM 5:34 PM 16:00:00 22 25.00 3.00 520:00 rock 3 5:34 PM 5:51 PM 17:00:00 22 25.00 3.00 5:40:00 F ...4.... AlI ._6:08. PM.. 17'00:00. 22... -.._ 25,09.._ 3.Q1)...... _ .. «..5:40:00..- . . September 5 . 6:08' PM 6.16 PM - 17:dli.00 26.00 3.00 5:4 5:00 3 1 4:00 PM 5:00 PM 60:00:00 22 25.00 3.00 20:00:00 32" 2 5:00 PM 6:04 PM 64:00:00 22 25.00 3.00 21:20:00 3 6:04 PM 7:08 PM 64:00:00 22 25.00 3.00 21:20:00 F 4 7:08 PM 8:12 PM 64:00:00 22. 25.00 3.00 21:20:00 September 5 USE 4 1 12:00 PM 12:15 PM 15:00:00 10 7.00 3.00 5:00:00 32" 2 12:15 PM 12:31 PM 16:00:00 10 .7.00 3.00 5:20:00 3 12:31 PM 12:47 PM 16:00:00 10 7.00 3.00 5:20:00 F 4 DATE OF PER - SOAKING: DATE OF PERCOLATION TEST: I 6-Sep-061 1 5 September 7, 2005 �� /9111uuclf . NOTES: 1. TEST TO BE REPEATED AT SAME DEPTH UNTIL APPROXIMATELY EQUAL PERCNCii �� O 1AI`tt]�oWR OBTAINED AT EACH PERCOLATION TEST HOLE. (I.E. LT 1 MIN FOR 1 -30 MIN /I; PM I, FOR 31 -60 MIN /INCH). ALL DATA TO BE SUBMITTED FOR REVIEW. 2. DEPTH MEASUREMENTS TO BE MADE FROM TOP OF HOLE. rn' .N Ci2 Signiture: License�Number: ' \ \ \'� • M ` s PUrNAI COUNTY DEI�q� IW T OF AGALTH DIVISION OF ENVIRONMENTAL HEALTH SE RVPCES TEST Pff DATA DESCRIPTION OF SOILS ENCOUNTERED W TEST HOLES DATE OF DEEP HOLE TEST: 5/28/2005 DEPTH G.L 0.5' 1.0' 1.5' 2.0' 2.5' 3.5' 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 10.0' HOLE NO. I HOLE NO. 2 HOLE NO. 3 HOLE NO.4 Trees: cherry, ash, maples, apple 7" TOP SOIL 12" TOP SOIL 21" TOP SOIL 12" TOP SOIL Light brown Fine silty brown Light brown sil Brown silty loam to 33" Silt -clay loam loam to 43" sand w/ pebbles to 33" to 32" 5% stone Tan fine silty 10% bolder loam >12" diameter Tan sand 43" Roots to 56" Sandy loam Roots to 54" Roots to 61" Roots to 61" Tan fine sand to 57" 5% stone (8% stone ) Tan silty sand 12% bolder 10% bolder >12" diameter Sand >12" diameter Brown silty loam Depth to T -0" Depth to T -0" Depth to T -0" Depth to T -0" No Water No Water No Water No Water No- mottlin , „>_..._ ,. . No- mottlin . No.mottlin _.. No mottlin o le e"..._ ... No led e . _.._. "..” No "I`ed. .: �..._,�:__ _ . _..�.. �led4 e.:._. . . INDICATE LEVEL AT WHICH GROUNDWATER IS ENCOUNTERED INDICATE LEVEL AT WHICH MOTTLING IS OBSERVED INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED DEEP HOLE OBSERVATIONS MADE BY: DATE: 10/12/2004 DONALD R. KNAPP, P.E. DESIGN PROFESSIONAL NAME: DONALD R. KNAPP, P.E ADDRESS: 2 DALE AVENUE SOMERS, NEW YORK 10589 TELEPHONE NUMBER: 914 -248 -7726 FAX 914 -248 -7726 NtWk CID �s o <;a fcSssi P fi'6-t DESIGN PROFESSIONAL'S SEAL A 4 'in=. -. —Y..._...._ :' PUTNAM -06014TY DEPAktJM N "OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES TEST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES DATE OF DEEP HOLE TEST: 8/612005 DEPTH G.L 0.5' 1.0' 1.5' 2.0' 2.5' 3.5' 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 10.0' HOLE NO. 5 HOLE'NO. HOLE NO. HOLE NO. Trees: cherry, ash, maples, apple 7" TOP SOIL Light brown silty coarse sand Roots to 45" 45% stone 2% boulders Depth to T -0" No Water No mottling, _ No'led e' IVery dry INDICATE LEVEL AT WHICH GROUNDWATER IS ENCOUNTERED INDICATE LEVEL AT WHICH MOTTLING IS OBSERVED INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED DEEP HOLE OBSERVATIONS MADE BY: DONALD R. KNAPP, P.E. DATE: 9/6/2005 DESIGN PROFESSIONAL NAME: DONALD R. KNAPP, P.E ADDRESS: 2 DALE AVENUE .SOMERS, NEW YORK 10589 TELEPHONE NUMBER: 914 - 248 -7726 FAX • 914 - 248 -7726 � °e C3 �q c 3.°7` : --1 DESIGN PROFESSIONAL'S SEAL E °6d SrNAOCE COUNTY DEP AP %T EN *-OF `F ALTHr• DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM OWNER: Fred Kiessling ADDRESS: 90 Mill Street, Putnam Valley, NY 10579 PROPERTY DATA LOCATED AT: 90 Mill Street, TAX MAP: 81.1-2 -50 BLOCK: 2 MUNICIPALITY: Putnam Valley Section: 81.1 LOT: 50 TELEPHONE #: 845- 528 -5104 DRAINAGE BASIN: Hudson River DATE OF PER - SOAKING: Wun -05 DATE OF PERCOLATION TEST: 612105 HOLE NO. RUN NO. TIME START STOP LAPSED TIME (MINUTES) DEPTH TO WATER WATER LEVEL DROPINCHES (INCHES) PERCOLATION RATE MIN /INCH START (INCHES) STOP (INCHES) 2 5:18 PM 5:00 PM 5:53 PM 53:00:00 22 25.00 3.00 17:40:00 32" 2 5:53 PM 6:53 PM 60:00:00 22 25.00 3.00 20:00:00 4i 3 6:53 PM 7:53 PM 60:00:00 22 25.00 3.00 20:00:00 5 4 =6:25 pM- a.7 00:00 -- z2.:..... 0.�25.fl0 ....: _:.� 3.00` , ..... _ _ -.. 5:40:00 -- 5 2 i 5:03 PM 5:18 PM 15:00:00 22 25.00 3.00 5:00:00 26" 2 5:18 PM 5:34 PM 16:00:00 22 25.00 3.00 5:20:00 rock 3 5:34 PM 5:51 PM 17:00:00 22 25.00 3.00 5:40:00 4i 5:51 PM 6:08 PM 17:00:00 22 25.00 3.00 _ _. 5:4. 0:00 ,o _....:,5....: 5 6 ~08 P =6:25 pM- a.7 00:00 -- z2.:..... 0.�25.fl0 ....: _:.� 3.00` , ..... _ _ -.. 5:40:00 -- 3 9 4:00 PM 5:00 PM 60:00:00. 22 25.00 3.00 20:00:00 32" 2 5:00 PM 6:04 PM 64:00:00 22 25.00 3.00 21:20:00 3 6:04 PM 7:08 PM 64:00:00 22 25.00 3.00 21:20:00 4 7:08 PM 8:12 PM 64:00:00 22 25.00 3.00 21:20:00 September 5 USE 4 1 12:00 PM 12:15 PM 15:00:00 10 7.00 3.00 5:00:00 32" 2 12:15 PM 12:31 PM 16:00:00 10 7.00 3.00 5:20:00 3 12:31 PM 12:47 PM 16:00:00 10 7.00 3.00 5:20:00 4 DATE OF PER - SOAKING: DATE OF PERCOLATION TEST: 1 6-Sep-051 Lb September 7, 2005 NOTES: 1. TEST TO BE REPEATED AT SAME DEPTH UNTIL APPROXIMATELY EQUAL PERCOLATION OBTAINED AT EACH PERCOLATION TEST HOLE. (I.E. LT 1 MIN FOR 1 -30 MIN /INCH, LT 2 H FOR 31 -60 MIN /INCH). ALL DATA TO BE SUBMITTED FOR REVIEW. 2. DEPTH MEASUREMENTS TO BE MADE FROM TOP OF HOLE. Signiture: License Number:F' OF o 0729 7TO V yl' t ro o"'0•�+'. 4. f_,5,: , ` -COUNTY F- HEAL1 +1 „'.., . al a.an rod. ..ra r °i♦ i r..►ir �: .. DIVISION OF ENVIRONMENTAL HEALTH SERVICES TEST PIT DATA DESCRIPTION OF SOILS 'ENCOUNTERED'IN TEST HOLES DATE OF DEEP HOLE TEST: 5/28/2005 DEPTH G.L 0.5' 1.0' 1.5' 2.0' 2.5' 3.5' 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 8.5' 10.0' HOLE NO. 1 IHOLE NO. 2 HOLE NO. 3 HOLE NO.4 Trees: cherry, ash, maples, apple 7" TOP SOIL. 12" TOP SOIL 21" TOP SOIL 12" TOP SOIL Light brown Fine silty brown Light brown silty Brown silty loam to 33" Silty-clay loam loam to 43" sand w/ pebbles to 33" to 32" 5% stone Tan fine silty 10% bolder loam >12" diameter Tan sand 43" Roots to 56" Sandy loam Roots to 54" Roots to 61" Roots to 61" Tan fine sand to 57" 5% stone 8% stone Tan silty sand 12% bolder 10% bolder >12" diameter Sand >12" diameter Brown silty loam Depth to 7' -0" Depth to T -0" Depth to T-O" Depth to 7' -0" No Water No Water No Water No Water No mottling No mottling No mottlin ,No.moftling No led No "edge*-", - - No led a �.. - -- No =led -'e • - INDICATE LEVEL AT WHICH GROUNDWATER IS ENCOUNTERED INDICATE LEVEL AT WHICH MOTTLING IS OBSERVED INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED DEEP HOLE OBSERVATIONS MADE BY: DATE: 1011212004 DONALD R. KNAPP, P.E. DESIGN PROFESSIONAL NAME: DONALD R. KNAPP, P.E ADDRESS: 2 DALE AVENUE SOMERS, NEW YORK 10589 TELEPHONE NUMBER: 914 - 248 -7726 FAX 914 - 248 -7726 y�P�� oeFgr y09 w �a •� , . c�2�to DESIGN PROFESSIONAL'S SEAL ap .'w� N ie .?^d: v : i•,q.y. "_� :i'• ': c' T ?'!iIZS.: ' f R'- "':.j:. : "s; itigbsv 2-=�: i v iif.: �a �. r..d "•e; PUTNAM COUITY DEPAR TMENT OF HEALTH a'-'. _ �'Tw -... i� se.. . v- ::'1+.41d..':�' :: �_ 'V • + �'tq.�- . DIVISION OF ENVIRONMENTAL HEALTH SERVICES TEST ; t DATA DESCRIPTION OF >O.t ENCOUNTERED iiJ TEST HOLES DATE OF DEEP HOLE TEST: 8/6/2005 DEPTH G.L 0.5' 1.0' 1.5' 2.0' 2.5' 3.5' 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' �. 9:0` 10.0' HOLE NO. 5 HOLE NO. HOLE ISO. HOLE CIO. Trees: cherry, ash, maples, apple 7" TOP SOIL Light brown silty coarse sand Roots to 45" 45% stone 2% boulders Depth to 7' -0" No Water Namottlin No ledge Very dry INDICATE LEVEL AT WHICH GROUNDWATER IS ENCOUNTERED INDICATE LEVEL AT WHICH MOTTLING IS OBSERVED. INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED DEEP HOLE OBSERVATIONS MADE BY: DONALD R. KNAPP, P.E. DATE: 916/2005 DESIGN PROFESSIONAL NAME: DONALD R. KNAPP, P.E ADDRESS: 2 DALE AVENUE SOMERS, NEW YORK 10589 TELEPHONE NUMBER: 914- 248 -7726 FAX 914- 248 -7726 ell �oF NE �� — Y ViDs .0 2770 iL DESIGN PROFESSIONAL'S SEAL -Submersible- -Solids-Handfing OUTLINE DIMENSIONS SECTIONAL VIEW INSTALLATION DIMENSIONS E &_ 0101101101111 STA- RITE a WICOR company S4675SSE (Effective 1/96) 0 1996, Sta-Rite Industdes, Inc. E R FCXF-i P1 U R V E 4 ?v CAPACITY - LITRES PER MINUTE 50 100 15 XR, P 15Y a (A 48 O . Sta-Rite Industries, Inc., 293 Wright St., Delavan, WI 53115 (414) 728-5551 CUSTOMER SERVICE: (800) 243-1742 FAX ORDERS (24 HRS.): (800) 243-3792 Max. Catalog Load Phase/ Number. HP Amps Volts. .....CyF!e Automatic PWS4COIA 4/1'0 8.8 15 1/60 ~ Yes STA- RITE a WICOR company S4675SSE (Effective 1/96) 0 1996, Sta-Rite Industdes, Inc. E R FCXF-i P1 U R V E 4 ?v CAPACITY - LITRES PER MINUTE 50 100 15 XR, P 15Y a (A 48 O . Sta-Rite Industries, Inc., 293 Wright St., Delavan, WI 53115 (414) 728-5551 CUSTOMER SERVICE: (800) 243-1742 FAX ORDERS (24 HRS.): (800) 243-3792 CURVES na" z-z SrTA- RITE® RY smokJ ilE:'3CR i r 4 :jai'. The " 400S" Series pump is an economical corrosion - resistant submersible pump with a non -clog vortex impeller and solids handling capability to 2". Unit has a 4/10 HP 115V single-phase motor complete with 15' power cord and 2" vertical discharge. A full selection of acces- sories is available including float switches, simplex controllers, duplex controllers, alarms, basins and check valves. :APPLICATIONS * Sewage, effluent and wastewater removal and transfer * Sump drainage 0 Dewatering M Flood control M Circulation a 12" spherical solids handling capability ,A Bearings permanently lubricated 9 Built -in thermal overload protection with automatic reset Replacable power cord for easy field repairs 5 Optional power cords available in 20' and 50' lengths M High torque PSC motor 3 Mechanical (non- mercury) float switch 'A Non -clog vortex impeller SPECIFICATIONS Volute: ABS plastic Motor Housing: Die cast zinc Impeller: Glass- reinforced polypheylene motor Cover: Glass- reinforced nylon Lip Seal: Buna/stainless steel Bearings: Ball, oil lubricated Motor: 4/10.HP,.3450 RPM, 115V, single phase, 60 Hz, oil filled. Built -in thermal overload protection with automatic reset Power Cord: 15' water resistant 16 -3 SJTW with integrally grounded three -prong plug Maximum Limits: Liquid temperature - 130 °F(55 °C) In order to provide the best products possible, specifications are subject to change. d PROJECT:, "f(�d�� h f _ fL,v2 Friction lo is In, schedule 4 0 plastic pipe 2Dgc 9:"# of •MniA tnee nor VU1 fart elf ntna Flow Quantity Pipe diameter In Inches 11/2' 2° 309 3 m ,.� 0.07 ft 2.76 4 m ; 0.92 ft 980 0 mini, 5 OPM v 0.18 ft Sid 6 m ". 0.25 ft 0.07 ft 7 gem Ni 0.36 ft 0.90 ft. 1.38 8 m ;1 0.46 ft 0.149 ' Qtobe Valves 9 gem 58. 1, 0.68 ft 0.9 i ft 17.2 10 ;pm Miss E uiv. ,FL 0.70 ft 029 ft Straight Pl 99 gpm TOTAL, ECUIVAiEW Rl TOE' ,2 0.84 ft 0.25$ elbow 12 gpm ,pipe Inches 9.09 ft 0.30 ft 90• 13. ipm thru `= 9.17 ft 0.35 ft full 14 fly - 1.33 ft 0.39 ft • 90• 16 22m d • I 1.45 ft 0.44 ft 0,07 ft flow; t flow bond 1.65 ft 0.50 ft 0.08 ft Volvo 'h ,622 9.86 ft 0.56 ft 0.09 ft ,83 1.04 ; �, 2.07 ft 0.62 ft 0.10 it 17,8 19m ".: 2.28 ft 0.68 ft 0.9 9 ft Y4 ,824 2.46 ft 0.74 ft 0.92 ft 25 m ;: 3.75 R 9.90 it OAS ft 5.22 ft IS4ft 0.23 ft 35 apm ,70 2.62 2.05 ft. 0.30 ft 40 9Pm 6.74. 13.1. 2.62 ft . 0.39 ft 45 m 3.27 ft 0.46 ft 50 apm - 1.84 3.98 ft 0.58 ft hf =''167 -r FittingT Quantity E uiv Len h Totals. 90 D Standard ® 5.17 90 D22 L609- Rad El Swing 2.76 45 D Elbow ' 2.76. 980 0 mini, pate Tee Thru Std Sid Tee Branch = Anglo 3.45. Bail Valves 10.3 Gate Valves : valve 1.38 retllue' Butterf1v VaWs : tee 7.75 valve Qtobe Valves valve 58. 901 Welding Check Valves. / 17.2 Friction:' Miss E uiv. ,FL 90• or 45 1 Straight Pl close TOTAL, ECUIVAiEW Rl TOE' Friction loss of wat6r in pipe fittings In terms of equivalent . Iengtho -(L,). .-feet of straight pipe L A& Calculatod from data In Crone Co.- Technical Popor 410. K = I C ; 1:-112-: L e - whor0 0 to Inaido plpo dlomotor In fool, , j tv Swing Actual "Inside pate Long Std Sid check Anglo Globe valve retllue' tee tee valve valve valve 901 Welding Nominal .. diameter Friction:' - 90• or 45 1 close - Butter. elbow Mitre bend ,pipe Inches factor lull 90• aid thru branch return full full full fly r/d = 1 r/d o 2 451 90• size d • I open elbow elbow flow; t flow bond Open open open Volvo 'h ,622 .027 .41 1,55 ,83 1.04 ; ; 3.11 2.59 8.18 •7,78 17,8 Y4 ,824 .026 .55 2.06 1,10 1.37,E ;. 4,12 3,43 6.88 10.3 23.3 1 1.049 ,023 ,70 2.62 1.40 1.76 , 5.26 4.37 6.74. 13.1. 29.7 11 1.380 022 .92 3.45 1.84 2.30, " 6.90 6,75 11.5 17.3 3911 i'A t.010 021 1.07 4,03 2.15 2.88': 8.05 6.71 13.4 20.1 45.6 2 2.067 ,019 1.38 6.17 2.76 3.451 ; 10.3 8.81 17.2 25.8 58.6 7.75 3.46 2.07 2.68 10.3 2% 2.469 .018 1.86 6.17 3.29 4.12.:. 12.3 10.3 20.6 30.9 70.0 9.26 4.12 2.47 3.08 12.3 3 3.068 .018 2.04 7,97 4.09 5.11', 16.3 12.6 zSS 38.4 98,9 1115 5.11 3,07 3.64 15:3 4 4.026 .017. 2.68 10.1 6.37 8,71 6 20.1 18.8 33.8 50.3 114 15.1 8.71 4.03 5.03 20.1' 6 5.047 .016 3.38 12,8 6.73 6.41 25.2 21.0 42.1 63.1 143 16.9 8.41 5.05 6131 25.2 6 6.065 .016 4.04 15.2 6.09 10.1 '. 30,3 25.3 60.6 75.6 172 22.7 10.1 6.07 7.56 30.3 6 7.981 .014 5.32 20.0 10.6 13.3 ) 39.8 33.3 33.3 99.8 226 29.9 3.3 7.98 9,98 39.9 10 10.02 .014 6.68 26.1 13,4 16.7 , 50.1 41.8 41.8 125 284 10.0 126 50,1 12 11.938 .013 7.96 29.8 15.9 19.9 r + 59.7 49.7 49.7 149 338 ., E 1.9p '. 14,9 59.7 14 13.124 013 8.75 32.8 1.7.6 21.8 65.6 54.7 64,7 164 37 8r.• �t {! 18.a 65.6 16 to 15.00 16.878 .013 012 10.0 37,5 20.0 25.0 . ; I 75.0 62.5 82.6. 188 � L� , ..28. ' .�6 18.8 75.0 18.9 42.2 22.6 281 •, 84,4 70.3 70,3 2102.1.'`26.fq i 9 21,1 B4.4 20 18.614' .012 12.5 47.0 25.1 31 4 ;. 94.1 78.4 78.4 235 3 . 39 '31.4 23.5 94.1 24 22.826 012 15.1 68,8 .30.2 37 7 ;, 113 94.3 94.3 263 _ 4 37.7 28.3 113 . 0 28 .011 18.7 70 3713 46.7 ; 140 117 fi •; • -' 8 Cr. 35 140 _f r 38 34 Ott 22.7 BS 45.3 58.7 ' .170 142 n L 43 t70 42 48 40: 48 .010 26,7 100 $3.3 66.7 200•. 187 Ct1 � 50 200 010 30.7 115 61.3 76.7 230 192 78,7 4_ < so 230 1 It to 6 ' '00048 9OFE 2: S10J U0 6 30 t8 20. '. = 80 s0 060 180 340 12 Calculatod from data In Crone Co.- Technical Popor 410. K = I C ; 1:-112-: L e - whor0 0 to Inaido plpo dlomotor In fool, , j tv PROJECT: _ f Le:t12 Friction loss In. schedule 40 plastic pipe h f 2D9c Feet of -head loss Der 100 feet of pipe Flow diameter In Inches /PI 11/2" 2" 3" 3 gpm 0.07 ft 90 D2g Lon Rad El Swing 4 gpm 0.12 ft 45 Dgg Elbow ' o 5 gpM 0.18 ft 180 D 'Return' :' 6 gpM 0.25 ft 0.07 ft Std 7 gpm 0.36 ft 0.10R : Angle 8 Rpm 0.46 ft 0.14 ft ' 9 gpm 0.58 ft ' 0.17 fit valve 10 gpm 0.70 ft 0.21 ft tee 11 gpm 0.84 ft 0.25 It Volvo 12 gpm 1.01 ft 0.30 ft ! 13. gpm 1.17 ft 0.35 ft 14 gpm 1.33 ft 0.39 ft. Close 15 gpm 1.45 ft 0.44 ft 0.07 ft 16 gpm 1.65 ft 0.50 ft 0.08 ft 17 gpm 1.66 ft 0.56 ft 0.09 ft 18 gpm 2.07-ft 0.62 ft 0.10 ft 19 m - 2.28 ft 048 ft 0.11 ft 20 gem 2.46 ft 0.74 ft 012 ft 25 qpm 3.75k - 1.10 ft 0.16 ft 30 gpm . 5.22 ft 1.54 ft 0.23 ft 35 gpm open 2.05 ft. 0.30 ft 40 gpM .622 2.62 ft 0.39 ft 45 m .83 3.27 ft 0.48 ft 50 gpm. 5.18 3.98. ft 0.58 ft hf :1 fting Twe Quantky Equiv. Length Ea. Totals•:*► 90 Dec Standard El 5.17 10, : 90 D2g Lon Rad El Swing 2.76 45 Dgg Elbow ' o 2.76. 180 D 'Return' :' Gets, Tee Thai Std Std Tee Branch Angle Globe Ball Valves 10.3. Inside Gate Valves valve 1.38 radius' Butterfly Valves, • . tee 7.75 valve Globe Valves , - Volvo 8.6 90' Welding t Check Valves ! 17.2 Friction Misc Equiv. Ft. 0' or 45 =' Straight Pipe Close TOTAL EQUIVALENT LENGTH* # Friction loss of water in pipe fittings in terms of equivalent • length- (L).- feet'of straight pipe w Calculated from data In,Crane Co.- Technical Paper 410. K - 1 C -1 f - L , L - Ro whore 0 Is Inside pipe diameter In fool. i Cjt d'" e, Swing o Actual Gets, Long Std Std check Angle Globe Inside valve radius' tee tee valve valve Volvo 90' Welding t Nominal diameter Friction - 0' or 45 - - Close - - - Butter• elbow i Mitre bend pipe Inches factor full 90' std thru branch return full full full fly r/d - 1 rid - Z'! 45' 9o' size d . f open elbow elbow flow flow bend open open open Volvo K .622 4.027 .41 1.55 .83 1.04 3.11 2.59 5.18 •7.78 17.6 �. 824 .026 .55 2.06 1,10 1.37 4.12 3.43 8b8 10.3 23,3 .1 i} 1 1.049 ,023 .70 2.62 1.40 1.75 5.25 4.37 8.74 . 13.1 29.7 14� 1,380 •.022 .92 3.45 1.84 2.30 8.90 5.75 11.5 17.3 39.1f I% 1.610 •:021 1.07 4,03 2.15 2.68 8.05 8.71 13.4 20.1 45.6 2 2M7 ;J19 1.38 5.17 2.78 3.45 10.3 8.61 17.2 26.8 58.6 7175 8.45 2.07y 2.58 10.3 244 2.469 018 1.86 6.17 3.29 4.12 12.3 10.3 20.8 30.9 70.0 9.28 4.12 2.4T � 3.08' 12.3 3 3.088 .018 2.04 7.67 4.09 5.11 15,3 12.8 25.5 38.4 68.9 11.5 5.11 3.07, 1 3.84 15.3 4 4.026 '.017. 2.68 10.1 5.37 8.71 20.1 18.8 33.6 50.3 114 15.1 8.71 4.03!' 5.03 20.1 5 5.047 1.016 3.38 12.6 6.73 8.41 25.2 21.0 42.1 63.1 143 18.9 8.41 6.05 ; 6.31 25.2 6 6.085 .015 4.04 15.2 8.09 10.1 30.3 26.3 60.5 75.8 172 .07;j 7.58 30.3 B 7.981 1014 5.32 20.0 1016 13.3 39.9 33.3 31.3 99.8 226 9 ©� ill/ 1: 9.98 39.9 10 10.02 1314 6.68 25.1 13.4 16.7 50.1 41.8 41.8 125 284 2 Y y12 b' $0.1 12 11.938 .013 7.96 29.8 16.9 19.9 59.7 49.7 49.7 110 33 q9.9 ��p 1 1,x.9 59.7 14 13.124 .013 8.75 32.8 17.5 21.8 65.8 54.7 54.7 184 3 �,Q 1.BfY 7y�. 18.1 65.6 18 15.00 .013 10.0 37.5 20.0 25.0 75.0 62.6 62.6 188 �' f.3 .8 ' 75.0 18 16.876 ..012 18.9 42.2 22.6 28.1 84.4 70.3 70.3 210 C5.2 i.T 1 81.1 20 18.814' 012 12.5 47.0 25.1 31.4 94.1 78.4 78.4 235 39.2 18. 5 94.1 24 .22.828 ,.012 15.1 58.6 30.2 37.7 113 94.3 94.3 263 47.1 22. .3 113 30 28 .011 18.7 70 37.3 46.7 140 117 28 140 38 12 34 40 -1.011 .010 22.7 28.7 85 100 45.3 51.3 56.7 88,7 170 200.: 142 187 _ 2� �- 4 ,` 6 14 50 170 200' 48 s 48 :010 30,7 115 8L3 78.7 230 192 y�; -/� ii a 58 230 r • 44 to 8 +� r.� -100 }} 24 to 48 t' t U0 6 30 16 20. 60 - So -50 150 340 20 12 i 15 80 Calculated from data In,Crane Co.- Technical Paper 410. K - 1 C -1 f - L , L - Ro whore 0 Is Inside pipe diameter In fool. i Cjt d'" e, CURVES SHERLITA AMLER, MD MS FAAP LORETTA MOLINARI, RN, MSN Associate Commissioner of Health August 29, 2005 Donald Knapp P.E. 2 Dale Avenue Somers, NY 10589 6/v� �� b Dear Mr. Knapp: DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 RO$ER- .4. , BONDI - SJ —, • art: a <+c ...`.. ,_...�:i . i' County Executive Re: Proposed Addition — Klessling/Mock 90 Mill Street (T) Putnam Valley, T.M. 84.11 -1 -39 G� -ice `l This office has repeived and reviewed the most recent set of plans for the above mentioned project. We would like to offer the following comments for your review and consideration. L-Y. Please provide the Certificate of Occupancy form showing whether the dwelling is in compliance and the legal bedroom count. The form must be signed by the Town of Putnam Valley Building Inspector. tn.l�t� more hedge than shown near, the 36 2':aakaree:. Fui they. deep test Boles . should be excavated near this area to determine where the ledge actually is and if fill may be n eded for the SSTS area: here should be another percolation test done in the expansion area. �"t is recommended that the primary and expansion area be exchanged, thereby eliminating the need for a complete pump system. The chamber, the distribution box and the forcemain would still have to be installed, but the pump would not be installed at this time. All separation distances from ledge or rock that can't be removed is 10'. A pump system requires equal distribution: A note should be provided that the well abandonment is to be completed and inspected by the ngineer and this Department before the SSTS is installed. This Department also reserves the right to be present during the well abandonment. Please check with Town of Putnam Valley concerning any wetlands associated with the stream. Please either provide a wetlands permit or a letter from the Town stating none is required. /The maximum trench length allowed in a gravity system is 60'. •1'0. A profile of the expansion area is required. .V.. Please provide certified deep hole descriptions (sign and stamp). Environmental Health (845) 278 -6130 Fax (845) 278 -7921 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 6 -.0 tLere.any:plans. to. have -water qr_-Vi9--e4-Ojj.4'e,-fr.9r 2 e.- pq Q01 �TePlease provide the plan view for the pump chamber. 14. Please provide the invert elevation for the distribution box. 15 Please provide pump calculations for friction/static had loss. `kWPlease provide the updated pump notes. PIdase provide the standard Putnam County Department of Health notes for individual septic /systems. Please provide a note stating that the proposed addition, SSTS and well are to be staked by a licensed land surveyor prior to construction. This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me at ext. 2157 if any questions arise. .Sincerely, Joseph S. Paravati Jr. Assistant Public Health Engineer JP:cW Cc: Building Inspector, Putnam Valley SHERLI.TA AMLER, MD, MS, FAAP - wz' Commissioner o}'HeaTth LORETTA MOLINARI, RN, MSN Associate Commissioner of Health August 29, 2005 Donald Knapp P.E. 2 Dale Avenue Somers, NY 10589 Dear Mr. Knapp: DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 Re: Proposed Addition - KIessling/Mock 90 Mill Street (T) Putnam Valley, T.M. 84.11 -1 -39 County Executive This office has repeived and reviewed the most recent set of plans for the above mentioned project. We would like to offer the following comments for your review and consideration. 1. Please provide the Certificate of Occupancy form showing whether the dwelling is in compliance and the legal bedroom count. The form must be signed by the Town of Putnam Valley Building Inspector. 2.: ThereA-P ears_to_ , t,Amore led- e:than showmn' a, the -36 • oak tree. - Further -dee -ties,Boles- = -•=-- should be excavated near this area to determine where the ledge actually is and if fill may be needed for the SSTS area. 3. There should be another percolation test done in the expansion area. 4. It is recommended that the primary and expansion area be exchanged, thereby eliminating the need for a complete pump system. The chamber, the distribution box and the forcemain would still have to be installed, but the pump would not be installed at this time. 5. All separation distances from ledge or rock that can't be removed is 10'. 6. A pump system requires equal distribution. 7. A note should be provided that the well abandonment is to be completed and inspected by the engineer and this Department before the SSTS is installed. This Department also reserves the right to be present during the well abandonment. 8. Please check with Town of Putnam Valley concerning any wetlands associated with the stream. Please either provide a wetlands permit or a letter from the Town stating none is required. 9. The maximum trench length allowed in a gravity system is 60'. 10. A profile of the expansion area is required. 11. Please provide certified deep hole descriptions (sign and stamp). Environmental Health (845) 278 -6130 Fax (845) 278 -7921 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 • 2 e. k�exe .z .plans xQ have .water�servi.£e for. the.•. �'^.1• 'C': R-SK ;.r'.�y .ny.... 1 n r'v •• q..,.. .."a ,.'by •, GSL:`Y. 4 5 \.: Y3) W eat: f r . . u�"..;.. 13. Please provide the plan view for the pump chamber. 14. Please provide the invert elevation for the distribution box. 15. Please provide pump calculations for friction/static had loss. 16. Please provide the updated pump notes. 17. Please provide the standard Putnam County Department of Health notes for individual septic systems. 18. Please provide a note stating that the proposed addition, SSTS and well are to be staked by a licensed land surveyor prior to construction. This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me at ext. 2157 if any questions arise. JP: cw Cc: Building In; Sincerely, (Jos�eph S. Paravati Jr. .Assistant Public Health Engineer Donald R. Knapp, P.E. 2 Dale Avenue, Some,rs_, NY 1.058.9 - Y � _ • .r _ a;. - 914- 248 -7726~ .�> LETTER OF TRANSMITTAL To: Putnam County Department of Health 1 Geneva Road Route 312 Brewster, New York 10509 Attn. Joesph Pavarti We are sending:_ attached x plans 0 specifications 0 shop drawing x reports 0 under separate cover 0 FAX 0 approval of subcontractor 0 order on contract 0 samples COPIES DATE NUMBER 4 REVISED _ _ ':. moo.. -• 2 -° 3 ........ :w " ... 2 REVISED 0 Continued on the.attached sheet THESE ARE TRANSMITTED AS NOTED BELOW: X for approval 0 for information 0 for action 0 as requested DATE: 10/16/2005 ( JOB NO. RE: Fred Kiessling and Alice Mock 90 Mill Street Putnam Valley, NY 10514 Section: 81.11 Lot: 50: 0 photograph 0 copy of letter 0 FORM n. Block: 2 Septic Plan - _:.....: • Pump caicUlatlona Engineering Report 0 no exceptions taken ❑ note comments ❑ for correction ❑ for review and comment ❑ resubmit copies for approval ❑ resubmit copies for distribution 0 return corrected print 13 _ Codc"Enforcement officer 10I41IJ ALLEN TOWN HALL (845) 526 -2377 Fax(845)526 -8806 Dcpury Zoning Inspector TOWN OF PUTNAM VALLEY DOPEEN PIACENTE Bldg. Dept. Clerk BUILDING, ZONING, AND SANITARY DEPARTMENT September 6; 2005 RE: Tax Map #84.11-1-39 (90 Mill Street) Dear Sir or Madam: There is no wetland permit or waiver required for the proposed addition and septic system expansion on the above parcel. Regards, e - John W. Allen Depu.-:Code..Enforcer ient.Officer. ->_ DVTHAM rAt717 ✓ TOWN - RA.LL .:... ^t VALLEY, N• Y Ift:� S£VELQWI�GZ- .,. -.p -a: ;....;w :_ ; •:,.:... ,r, •• �.:.:...,.___ .. , ':� � (845) 526 -2377 F� Code Enforcement officer. • q ' ' Fax (845) 526 -8806 JOHN ALLEN Deputy Zoning Inspector TOWN OF P U T N A M VALLEY DOREEN PIACENTE " Bldg. Dept. Clerl: BUILDING', ZONING, AND .SANITARY DEPARTMENT September .6, 2005 RE. Tax Map #84.11 -1- 39'(90 Mill Street) Dear Sir or Madam: There is no wetland permit or waiver required for the proposed addition and septic system expansion on the above parcel. .A r Donald R. Knapp, P.E. 2 Dale Avenue Somers NY 10589 _ 9W 20726 TRANSMITTAL ITTAL To: Putnam County Department of Health 1 Geneva Road Route 312 Brewster, New York 10509 yA4fn Joesph PAV-a" $9 We are sending:_ attached >r x plans ❑ specifications ❑ shop drawing x reports ❑ under separate cover ❑ FAX ❑ approval of subcontractor ❑ order on contract ❑ samples DATE: 9/26/2005 1 JOB NO. RE: �f=retl Klessling;antl Alice Mock ands x. 90�M111, Streetu� .. Putnam t�Valley, NY 10514:' Section: 81.11 Block: 2 Lot: 50: ❑ photograph ❑ copy of letter ❑ FORM COPIES DATE NUMBER 4 REVISED Septic Plan 2 ✓Town of Putnam Valley wetlands letter 2 jown of Putnam Valley legal bedroom count letter 2 /Pump calculations 2 %Soil Data 2 Architectural House Plans I REVISED , Construction Permit Application i 2 REVISED ✓Engineering Report 1 ❑ Continued on the attached sheet THESE ARE TRANSMITTED AS NOTED BELOW: X for approval ❑ no exceptions taken ❑ resubmit copies for approval ❑ for information ❑ note comments ❑ resubmit copies for distribution ❑ for action ❑ for correction ❑ return corrected print 13 as requested ❑ for review and comment ❑ p. a r Donald R. Knapp, P.E. 2 Dale Avenue.,.Somers,,NY,10589; , .:� ;:. , :, �. ' ::: -.- :.. b..�, 914- 248 -7726 LETTER OF TRANSMITTAL TO: Putnam County Department of Health DATE: 7/21/2005 JOB NO. 1 Geneva Road Route 312 Brewster, New York 10509 Attn. Joesph Pavarti We are sending: _ attached ❑ under separate cover 3 FAX x plans [3 approval of subcontractor specifications C3 order on contract shop drawing [3 samples x reports RE: Fretl Klesslmga °nd Alice Moc.,and Roger and Donna Heady 90 Mill Streef ' Putnam Valley, NY 10514 Section: 81.11 Block: 2 Lot: 50: COPIES DATE NUMBER • � :. . � 3 � ;.,- �' �-- !'aF�edrKiesshng and�E d �._ sheets .._�u,ti.��_. Continued on the attached sheet THESE ARE TRANSMITTED AS NOTED BELOW: X for approval [3 no exceptions taken 13 for information c3 note comments 17 for action 0 for correction 1:1 as requested 0 for review and comment photograph ❑ copy of letter 0 FORM n �ee+�-remsec 17 resubmit copies for approval 13 resubmit copies for distribution return corrected print 0 I I PU NA 1.O JC'k ! i D :.: , r R 7 r`ry1' O'_ l -1 _r;Lli 1 DIV00N OF ENVIRONMENTAL HEALTH SEWCES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM OWNER: Fred Kiessling ADDRESS: 90 Mill Street, Putnam Malley, NY 10579 PROPERTY DATA LOCATED AT: 90 Mill Street, TAX MAP: 81.1 -2 -50 BLOCK: 2 MUNICIPALITY: Putnam Valley Section: 81.1 LOT: 50 TELEPHONE #: 845- 528 -5104 DRAINAGE BASIN: Hudson River DATE OF PER - SOAKING: 1 -Jun -05 DATE OF PERCOLATION TEST: 6 /2 /05 HOLE NO. RUN NO. TIME START STOP LAPSED DEPTH TO WATER TIME START STOP (MINUTES) (INCHES) (INCHES) WATER LEVEL DROPINCHES (INCHES) PERCOLATION RATE MIN /INCH 9 9 5:00 PM 5:53 PM 53:00:00 22 25.00 3.00 17:40:00 32" 2 5:53 PM 6:53 PM 60:00:00 22 25.00 3.00 20:00:00 22 3 6:53 PM 7:53 PM 60:00:00 22 25.00 1 3.00 20:00:00 17:00:00 4 25.00 3.00 5:40:00 5 5 X25 00= - .3A0 = -'.�- 5':40:00 ,j.2.., 1 5:03 PM 5:18 PM 15:00:00 22 25.00 3.00 5:00:00 26" 2 5:18 PM 5:34 PM 16:00:00 22 25.00 3.00 5:20:00 rock 3 5:34 PM 5:51 PM 17:00:00 22 25.00 3.00 5:40:00 4 5:51 PM 6:08 PM 17:00:00 22 25.00 3.00 5:40:00 5 X25 00= - .3A0 = -'.�- 5':40:00 3 1 4:00 PM 5:00 PM 60:00:00 22 25.00 1 3.00 20:00:00 32" 2 5:00 PM 6:04 PM 64:00:00 22 25.00 3.00 21:20:00 3 6:04 PM 7:08 PM 64:00:00 22 25.00 3.00 21:20:00 4 7:08 PM 8:12 PM 64:00:00 22 25.00 3.00 21:20:00 5 USE MR ME ME ME Mw �r NOTES: 1. TEST TO BE REPEATED AT SAME DEPTH UNTIL APPROXIMATELY EQUAL PERCOLATIO o° OBTAINED AT EACH PERCOLATION TEST HOLE. (I.E. LT 1 MIN FOR 1 -30 MIN /INCH, LT FOR 31-60 MIN /INCH). ALL DATA TO BE SUBMITTED FOR REVIEW. r 2. DEPTH MEASUREMENTS TO BE MADE FROM TOP OF HOLE. , Signiture: License Number: i; g � PUTNAM COUNTY. DEPARTMENT OF-HEALTH: "DIVrSION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM OWNER: Fred Kiessling ADDRESS: 90 Mill Street, Putnam Valley, NY 10579 PROPERTY DATA LOCATED AT: 90 Mill Street, TAX MAP: 81.1 -2 -50 BLOCK: 2 MUNICIPALITY: Putnam Valley Section: 81.1 LOT: 50 TELEPHONE #: 845 - 528 -5104 DRAINAGE BASIN: Hudson River DATE OF PER - SOAKING: Wun-05 DATE OF PERCOLATION TEST: 6/2/05 HOLE NO. RUN NO. TIME START STOP LAPSED TIME (MINUTES) DEPTH TO WATER WATER LEVEL DROPINCHES (INCHES) PERCOLATION RATE MIN /INCH START (INCHES) STOP (INCHES) 1 1 5:00 PM 5:53 PM 53:00:00 22 25.00 3.00 17:40:00 32" 1 2 5:53 PM 6:53 PM 60:00:00 22 25.00 3.00 20:00:00 4 3 6:53 PM 7:53 PM 60:00:00 22 25.00 3.00 20:00:00 5 , 4 6;25 PM :: .1.7:00;00 _t:22: 25:00', --.� -3:G0 :- �:::== -5:40:00" 5 ..... =, 1 5:03 PM 5:18 PM 15:00:00 22 25.00 3.00 5:00:00 26" 2 5:18 PM 5:34 PM 16:00:00 22 25.00 3.00 5:20:00 rock 3 5:34 PM 5:51 PM 17:00:00 22 25.00 3.00 5:40:00 4 5:51 PM 6:08 PM 1 17:00:00 22 25.00 3.00 5:40:00 5 , 6:08..PM- 6;25 PM :: .1.7:00;00 _t:22: 25:00', --.� -3:G0 :- �:::== -5:40:00" 3 1 4:00 PM 5:00 PM 60:00:00 22 25.00 3.00 20:00:00 32" 2 5:00 PM 6:04 PM 64:00:00 22 25.00 3.00 21:20:00 3 6:04 PM 7:08 PM 64:00:00 22 25.00 3.00 21:20:00 4 7:08 PM 8:12 PM 64:00:00 22 25.00 3.00 21:20:00 5 USE vy R. `rf� NOTES: 1. TEST TO BE REPEATED AT SAME DEPTH UNTIL APPROXIMATELY EQUAL PERCOLATIO R ~r' -o� J OBTAINED AT EACH PERCOLATION TEST HOLE. (I.E. LT 1 MIN FOR 1 -30 MIN /INCH, LT 2 FOR 31 -60 MIN /INCH). ALL DATA TO BE SUBMITTED FOR REVIEW. r 2. DEPTH MEASUREMENTS TO BE MADE FROM TOP OF HOLE. Signiture: License Nu'ca 7�i�3�a AR�fESSIONP� • j � _- ...... < PUTNAM COUNTY ..>,.._ ..". #: ":-� ::4•:.:r:� " A • -. w. ...bi. +__yi fi ^r '.fib D- i E PA:1.R M ENfi�.M1 MM.AL.7- DIVISION - , •♦ ¢ '.. . ®F ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM OWNER: Fred Kiessling ADDRESS: 90 Mill Street, Putnam Valley, NY 10579 PROPERTY DATA LOCATED AT: 90 Mill Street, TAX MAP: 81.1 -2-50 BLOCK: 2 MUNICIPALITY: Putnam Valley Section: 81.1 LOT: 50 TELEPHONE #: 845- 528 -5104 DRAINAGE BASIN: Hudson River DATE OF PER - SOAKING: I-Jun -05 DATE OF PERCOLATION TEST: 6/2/05 HOLE NO. RUN NO. TIME START STOP LAPSED TIME (MINUTES) DEPTH TO WATER START STOP (INCHES) (INCHES) WATER LEVEL DROPINCHES (INCHES) PERCOLATION RATE MIN /INCH 5:00:00 1 5:00 PM 5:53 PM 53:00:00 22 25.00 3.00 17:40:00 32" 2 5:53 PM 1 6:53 PM 60:00:00 22 25.00 3.00 20:00:00 5:40:00 3 6:53 PM 7:53 PM 60:00:00 22 25.00 3.00 20:00:00 5:40:00 4 5 40 ;0a 5 2 v 1 5:03 PM 5:18 PM 15:00:00 22 25.00 3.00 5:00:00 26" 2 5:18 PM 5:34 PM 16:00:00 22 25.00 3.00 5:20:00 rock 3 5:34 PM 5:51 PM 17:00:00 22 25.00 3.00 5:40:00 4 5:51 PM 1 6:08 PM 1 17:00:00 22 25.00 3.00 5:40:00 5 40 ;0a 3 1 4:00 PM 5:00 PM 60:00:00 22 25.00 3.00 20:00:00 32" 2 5:00 PM 6:04 PM 64:00:00 22 25.00 3.00 21:20:00 3 6:04 PM 7:08 PM 64:00:00 22 25.00 3.00 21:20:00 4 7:08 PM 8:12 PM 64:00:00 22 25.00 3.00 21:20:00 5 USE mm ME ME ME Mw NOTES: 1. TEST TO BE REPEATED AT SAME DEPTH UNTIL APPROXIMATELY EQUAL PERCOL OBTAINED AT EACH PERCOLATION TEST HOLE. (I.E. LT 1 MIN FOR 1 -30 MIN /INCH, FOR 31 -60 MIN /INCH). ALL DATA TO BE SUBMITTED FOR REVIEW. 2. DEPTH MEASUREMENTS TO BE MADE FROM TOP OF HOLE. " Signiture: License Numbe PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL H_ EALTH SERVICES Ae n.... LETTER OF AUTHORIZATION RE: Property of Fred Kies-sling nnfl A1icQ Mesta Located at 90 Mill street T/V Putnam Valley Tax Map # 84.11 Block I Lot .3 9 Subdivision of Subdivision Lot # Gentlemen: Filed Map # Date Filed This letter is to authorize Donald R. Knapp a duly licensed Professional Engineer New York - 072770 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 *j matter and to supervise the construction of said wastewater tretment and/or water supply systems in i conformity with the provisions of Article 145 and/or 147 of the Education Law, the ,Public Health_ : -' and hePtnf,ourt�Sanitary -and --- "'Law,- a _ _' ,�- ._.._ - - -•�. , Very truly yours, Countersigned ti' 'gned: P.E. # 072770 (Owner of Property) Mailing Address 2 Dale Avenue, Somers State New York Telephone: Zip (914) 248 -7726 10589 Mailing Address: go mill s t r e e t State N Y Zip -10 5 7 9 Telephone: 845 - 528 -5104 Form LA -97 Donald R. Knapp, P.E. 2 Dale Avenue, Somers, NY 10589 914- 248 -7726 LETTER OF o TRANSMITTAL TO: Putnam County Department of Health DATE: 715/2005 JOB NO. 1 Geneva Road Route 312 Brewster, New York 10509 RE: 845- 528 -5104 Fred Kiessling and Allice Mock 90 Mill Street Putnam Valley, NY 10514 Section: 81.11 Block: 2 Lot: 50: We are sending:_ attached ❑ under separate cover ❑ FAX x plans ❑ approval of subcontractor [3 photograph ❑ specifications ❑ order on contract (3 PY co of letter ❑ shop drawing ❑ samples ❑ FORM x reports COPIES' DATE -' • NUMBER ,.. ... ,..,.._ _,•�......�_ _._..,.,..._.,.... . • -� t,-a- �.. __ .......: ... .. _.. ..- _. _ .�...._..;'QE$CRIETION�.. 1 # 0025602476 Chase Bank check in the amount of $400.00 to Putnam County Health Department for septic and well permit 4 2 2 2 2 2 3 2 2 2 1 1 ❑ Continued on the attached sheet THESE ARE TRANSMITTED AS NOTED BELOW: Septic Plan Proposal for sewage disposal system repair PC -RP 99ML Addition Application Soil Data Architectural House Plans Survey Construction Permit Application Letter of Authorization Engineering Report EAF short form Application to construct a well - WP -97 Application to abandon a water well — WA -97 X for approval ❑ no exceptions taken ❑ resubmit copies for approval ❑ for information ❑ note comments ❑ resubmit copies for distribution ❑ for action ❑ for correction ❑ return corrected print ❑ as requested ❑ for review and comment •]PUTNAM COUNTY DEPARTMENT OF HEALTH . DIVISION OF ENVIRONMENTAL HEALTH SERVICES'- IMIA:L INDIVIDUAL /COMMERCIAL SITE INSPECTION FORM SECTION A. GENERAL INFORMATION Name of .Project 44t 4-,� (T)(V) - County Site Location- Building construction begun 16ZA ent Is property within NYC Watershed ?.. .. .............. a Yes 474q—Nd" SECTION B. TOPOGRAPHY (Please check all appropriate boxes) I. Q ,hilly' •0 Rolling Q' Steep slope Gentle slope Flat ' 2. a Evidence of wetlands a Low area subject to flooding Bodies of water. F-� Drainage ditches Rock outcrops 3. Property lines or corners evident........................................................... --Yes No e- 4. 'Do water courses exist on or adjoin the - property? ............................ Yes No 5: Will these affect the design of the sewage system facilities ?............ Yes F 7, 'No 6. Do watershed regulations apply in this development ? ..............:.:...... Q Yes [O No 7 Will extensive grading be necessary? ................: ............................:.. 0 Yes � No 8. Will extensive fill be necessary for SSTS ? ......................,� . .. Yes - No - LTA 9. Do filled areas exist within the SSTS area? ........ ..........................:.... a Yes . No If yes,'what is the condition of the fill? SECTION C. SOIL OBSERVATIONS 10. Appearance of goilgnqand Gravel foam F7 Clay Hardpan Mixture 11. Observed-from: F-7 Borings F7 Bank cut 0 Backhoe excavations ; r 12. Soil borings /excavations observed by U S �� , ® _ on 13. Depth'to groundwater on 14. Depth'to mottling on 15. Are test holes representative of primary & reserve areas .....: ............................... Yes No 16. _Soil percolation tests made by a� on 17. Soil percolation tests witnessed by h 0 J---L,4jy, A 'on SECTION (on back) Form ST -1 2 SECTION D. DRAINAGE 18. Will proposed grading materially alter the natural drainage in this or adjacent areas? F7 Yes 5RfNo 19. Will groundwater or surface drainage require special consideiation? ...................... F Yes 0 20. Will gullies, ditches, etc.; be filled and watercourses be relocated? ......................... 0 -Yes No SECTION E. REMARKS 21. If a common water supply is proposed, has an -inspection been made of the existing or proposed source and facilities? ....................................... Yes Q No Inspection data 22. Do adjacent wells and/or sewage systems exist? ...................................................... Yes a .-No 23. Additional comments 24. Site observer/inspector and title L" �61 C� 25. Date(s)-of observation(s)inspection(s) TEST PIT PROFILES .Hole '# # Hole 4 'Lot # Hole # Lot # Depth to water I�T-JIY Depth to water. Depth to water Depth.to mottling, U to-mottling Depth to mottling Depth to -rock/imp. Depth to rock/imp._ Depth to *rock/imp._ G.L. G.L. fdL.S G.L. 1.0 2.0 3.0* .0.5 1.0. 2.0 0.5 1.0 2.0 fo - 166 3.0 3.0 4.0 4.0. 4.0- 5.0 5.0 �� A 14 6.0. q.0 5.o J- I 6.0 -0 7. &07- 8 9.0 9.0 9.0 10.0 10.0 oe 0, UWA 6 �1*11_tk- 10.0 VJ� tote, -� TATE- BUILDING CODE5: S. CONSTRUCTION CODE - I 1 ELECTRICAL CODE ODE OF NEW YORK STATE IN LOCATION OF LABELS: DATA PLATE - ( I) PER DWELLING AS INDICATED ON PLAN 3rd PARTY LABEL - ( I) IN EACH MODULE AS INDICATED ON RAN STATE LABEL - ( I) IN EACH DWELLING AS INDICATED ON PLAN IMPORTANT: R SHALL BE THE RESPONSIBILITY OF THE 5ET 4 IN5TALLATION CREW TO COMPLY WT H THE SET INSTRUCTIONS AT THE TIME THE HOUSE 15 SET ON THE FOUNDATION. ANY DISCREPANCIES WILL RENDER THE HOUSE WARRANTIES NULL AND VOID ATTENTION LOCAL IN5PECTIONS DEPARTMENT: THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY CHELSEA MODULAR HOMES, INC.. HAVE NOT BEEN IN5PECTED BY 3rd PARTY AND ARE NOT CERTIFIED BY THE STATE MODULAR LABEL CODE COMPLIANCE MUST BE DETERMINED AT THE LOCAL LEVEL: FOUNDATION PORCHES, DECKS AND STEPS HVAC SYSTEMS PLUMBING CONNECTIONS AT SITE ELECTRIC CONNECTIONS AT SITE ANY ITEMS MARKED AS *BY BUILDER' USE GROUP: R -3 CONSTRUCTION CLA551MCATION: 56/ WOOD FRAME (UNPROTECTED) DESIGN LOADS UVE LOADS NON SLEEPING AREAS - 40 P5F SLEEPING AREAS . 30 P5F ROOF - GROUND 5NOWLOAD 550 700 850 ATTIC (STORAGE) - 20 F5F MINIMUM ATTIC (NON - STORAGE) - 10 P5F MINIMUM CORRIDORS - 40 P5F STAIRS - 40 P5F BALCONY - GO P5F DEAD LOADS 10 r5F OR ACTUAL WIND LOADS 90 MPH 100 MPH❑ 110 MPHO SEISMIC DESIGN CATEGORY 1 12 FAMILY DWELLING AO B0 C■ MULTIPLE SINGLE FAMILY OWEIJINGS (TOWNHOU5E5) A0 B0 FILLED IN 13OXE5 INDICATE SPECIFIC DESIGN CRITERIA FOR TH15 HOU5E" I MANUFACTURER MAY RELOCATE, AND/OR OMIT, ANDOR ADD DOORS OR WINDOWS PROVIDING R IS W CONFORMANCE TO EGRESS. UGITT. VENTILATION. ENERGY AND LINTEL REGUIREMENI5. 2. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHQJ AFFUCABLE. WHEN NOT APPLICABLE OR ABLE; A REORCULATON FILTERING HOOD (MIN. I DO CFM) MAY BE SUBSTITUTED IF THERE 15 A MIN. OF 4% VENITILATION PROVIDED. . 3. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIP LOOSE AND D15TAUED ON SITE AFTER PAINTING AND/OR FASTENING 15 COMPLETED. 4. KITCHEN AND/OR BATH CABINETS AND NXNRE5 MAY BE FURNISH ED.BY OWNERS AND FIELD INSPECTED. 5. ROOF SHINGLES ARE FACTORY INSTALLED. EXCEPT AT RIDGE AND HINGE POINTS Or ROOF WHICH IS FACTORY FURNISHED BUT FIELD INSTALLED BY OWNER SHINGLES MAY BE FURNISHED BY OWNER AND FIELD IN5io=. SHINGLES FASTENED AS PER MANUFACNRERINSTRUCTIONS. G. HOLES, OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EOUIPMENT MAY BE DONE IN FIELD IF DONE N SUCH A MANNER A5 NOT TO AFFECT THE INTEGRITY OF THE 5TRUCTURE. 7. CHIMNEYPIPE AND DUCT PENETRATION THROUGH FI.00R5• WALLS AND CEIUNG5 SHALL HAVE SUCH OPENINGS FIRE5TOPFED. 8. ALL NOTES PERTAINING TO IN FIELD. 'BY BALDER' OR -0- ARE BUILDER/CONTRPCTOR RESPON5101LLTIES. 9. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. 10. A SMOKE DETECTOR SHALL BE PROVIDED ON EACH FLOOR LEVEL INOLDING BASEMENT. WIRED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTUATE ALL OF THE ALARM5. SMOKE DETECTORS SHALL BE IN5TAlED•IN EACH BEDROOM. A SMOKE DETECTOR SHALL BE MOUNTED IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 1 1. ENCL05ED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH 5EPARATE SPACE BY VENTILATION OPENING5'PROTECTED AGAINST RAIN AND SNOW AND COVERED WITH CORROSION RESISTANT MESH NOT < 1/4' NOR > 12' IN ANY DIRECTION. 12. SAFETY GLAZING SHALL BE IN INGRE55 AND MEANS OF EGRE55 DOORS , IN FIXED AND SLIDING DOOR A55EMBUE5. PANELS IN 5WINGING DOORS. IN STORM DOORS, IN ALL UNFRAMED SWINGING DOORS. IN D0095 AND ENCLOSURES FOR HOT TUBS, WHIRU'OOLS, BATHTUBS AND SHOWERS. AND IN ANY PART OF A BUDDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN GO ABOVE DRAIN OUTLET. IN AN INDIVIDUAL FRED OR OPERABLE PANEL ADJACENT TO .4' OOR WHERE NEARE57 VERTICAL EDGE S WITHIN 24' ARL OF A DOOR (IN CL05CO F051TION) AND WH05E BOTTOM EDGE IS IE55 THAN 601 nBOVE FLOOR IN AN INDIVIDUAL PANEL OTHER THAN TM05E LISTED - - ABOVE THAT MEET ALL OF THE FOLLOWING COND1TTON5: A' EXPOSED AREA IN AN INDIVIDUAL. PANE GREATER THAN 9 SQ.rr., - B. BOTTOM EDGE 15 LESS THAN 16- ABOVE THE FLOOR C. TOP EDGE 15 GREATER THAN 3G' ABOVE THE FLOOR D. ONE OR MORE WALKING SURFACE WITHN 3G' HORIZONTALLY 06 GLAZING. 13. EVERY SLEEPING ROOM SHALL HAVE IN ADDITION TO PRIMARY EXIT, AN EMERGENCY USE OPENING OF LEGAL OPEN SPACE. WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRE55 THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44' ABOVE FLOOR HAVE A NET CLEAR OPENING Or 5.7 SO.Pf. AND MIN. NET CLEAR OPENING OF 207X22'. GRADE FLOOR WINDOWS MAY HAVE NET CLEAR OPENING OF 5 5OTT. 1.4. MINIMUM ROOM SIZE TO BE 70 50. FT. WITH A MINIMUM ROOT 61MEN51ON OF T-a. ONE ROOM A MIN. OF 120 50. FT. AND MINIMUM DIMENSION or I O C'. 15. ALL CONCEALED SPACES MUST BE FIRESTOrrED AT ALL PENEFRATI6N5 THROUGH FLOOR ANDOK CEILING. I G. THE MIN. FREE VENTILATING AREA FOR ATTIC SHALL BE 1/ 15001' TUE AREA OF THE SPACE VENTILATED. EXCEPT THAT THE AREA MAY BE . REDUCED TO 1/300 - WHERE 50 % OF THE VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ROOF TO BE VENTILATED AT LEAST 3 FT. ABOVE EAVES OR CORNICE VENTS WITH'TDEBAIARCE or THE VENTILATION PROVIDED BY EAVES OR CORNICE VENTS. 1. THESE PLANS TO THE BE57 OF MY KNOWLEDGE, BEUEF. AND PROFESSIONAL JUDGMENT ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, 2002 EDITION. SEE RESCHECK FOR COMPLIANCE. 2. THE PLANS AND SPECIFICATIONS Of THE PERMIT SET ARE DERIVED FROM AND ARE CON515TENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH T1115 APPROVAL ON FILE WITH THE DIVL51ON ANO CONDITIONAL APPROVAL M 0648802 -065 LETTER DATED 05)03005 GARAGE NOTE5: 1. THE GARAGE SHALL BE SEPARATED FROM THE RFSIOENCE BY A RATED A55EM5LY OF A MINIMUM OF 314 HOUR ANY OPENINGS IN THAT RATED A55F MBLY SHALL BE AT LEAST 34 HOUR RATED. z: STAIR NOTE5: 1. RISE, RUN AND OPENING FOR STAIRS MAY VARY AS PLAN DESIGN VARIES. MAXIMUM RISER OF 8 1/4', MINIMUM TREAD OF 9- WITH AN 1 1/8' NOSING. STARS WILL HAVE MINIMUM HEAD ROOM_ C OF -8', AND A MINIMUM WIDTH OF 3'-O'. - 2. BUILDER 15 RE5FON51BLE TO INSTALL BASEMENT STARS. LANDING AND RAILING. •, 3. ALL RAILING5 SHALL BE INSTALLED AT 34' TO 38' MEASURED VERTICALLY FROM NNCE�7j5LNG. MINIMUM CLEARANCE FROM WALL TO HANDRAIL 15 1 112', HAND RAIL MAY PROJECT INTO THE RWAY MAXIMUM 3 I/2'. - 4. LANDINGS SHALL BE AS WIDE AS STAIRS. 5. OPEN SIDES OF STAIRS OR LANDINGS 18' OR MORE ABOVE ADJACENT FLOOR AND NAT WINDOWS ON STAIRS OR LANDINGS SHALL HAVE RAIUNG5. G. OPEN RAILING SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH A 4• SPHERE CANNOT PASS. 5H[[T I SHEET NAME DATE JECf- NAME: SSLING• JECT SITE: MILL STREET NAM VALLEY, (PLITNAM) NY REVISION DATE M 1 A-2 COVER PAGE FOUNDATION! DETAILS 050205 050205 CK"EA� H HOMO. CHELSEA MO. 108 R(HOIAE .UK � P.O. BOX 1 108 ROAR[ 9W PHONE: 845-23r-33 1 I MARLBORO. NY 12542 TAI 84sz3G4881 93l 00YA MDq AR MACS. NC. - rt R 0 9 RBfRVm I E ARLQ 1lI RA1 WORK mNTAR®NaARDN a rPa ¢Tm u 4Xx s zT w IO2 or r ¢ cor R u .cr. I7 u�.c. As ...Bmm 12B1.anwc�Wmwr�aBU�umAGTI¢Wwr rta ONO AMOMLaHOM!5- :. AILHDORFIAN55UW =TOGTMNGEWNIIDUTNODCE. - - 12, TOUN DAT10N DU'CAR M 032L0" 0 W M3 1 at FLOOR PAN 032&05 051O205 13. 9X.GL5TED 2nd FLOOR 032805 - WD-I WINDOW /DOOR SCHEDULE 050205 - A-4 FRONT BEVATION 050205 - A-4. EIEVATION5 0502,05 - E -1 BXCrFJCAL PLAN -I 0502,05 j - EP -I ELECTRICAL /PLUMBING NOTES 0502A75 I - 9-1 SEOION 050205 I 1I TOT. 1. PUTNAM COUNTY DEPARTMENT OF HEALTH °.r ROU/S1 Ii E PLANS APPROVED FOR BEDROOM COUNT ONLY, `� A- ALL SUBSEQUENT T.{;Zt` ?J:OP?41I:PERATIONS TO THESE HOUSE PLANS MUST E is UB&IiT "I7iD TO THE PCDOH FOR APPROVAL A�Q�� -/� N6 I j6 a SI ATUU - & TITLE (� llATE =OVULAR HUMES. INC. RF5ERVE5 THE RIGHT TO MAKE MINOR CHANGES IN DIMENSIONS AS RECUIRED BY MODULAR CONSTRUCTION METHODS. PLANS AND ELEVATIONS or ALL CHELSEA MODULAR HOME5"ARE COPYRIGHTED. WE WILL ENFORCE ALL COPYRIGH75 TO PROTECT OUR CONSIDERABLE INVESTMENT IN DEVELOPING THESE PLANS AND EUVATION5. R.EV1510N5 PUNS AND P.L / KA. IAMV v.NU anti NR wwwc CONSTRUCTION BY CHELSEA MODULAR HOMES. INC. . JECf- NAME: SSLING• JECT SITE: MILL STREET NAM VALLEY, (PLITNAM) NY BUILDER: HEADY CARPENTRY, INC ADDRE55: I O VICTORIA DRIVE COLD SPRING, NY 105 1 6 CAPE PROJ. ID #: F792 � 5ERIAL #: - COVER PAGE SHEET # A- I DWN, BY: J VS APP. BY: DATE: 05/02/05 r CK"EA� H HOMO. CHELSEA MO. 108 R(HOIAE .UK � P.O. BOX 1 108 ROAR[ 9W PHONE: 845-23r-33 1 I MARLBORO. NY 12542 TAI 84sz3G4881 93l 00YA MDq AR MACS. NC. - rt R 0 9 RBfRVm I E ARLQ 1lI RA1 WORK mNTAR®NaARDN a rPa ¢Tm u 4Xx s zT w IO2 or r ¢ cor R u .cr. I7 u�.c. As ...Bmm 12B1.anwc�Wmwr�aBU�umAGTI¢Wwr rta ONO AMOMLaHOM!5- :. AILHDORFIAN55UW =TOGTMNGEWNIIDUTNODCE. CMH i .. ar ii. n r 6 J 52'-0' 4- v ;J Q asm MODULAR NOME. INC. REERM T THE FLOOR PLAN5 AND EIEVATIO ?!5 OP ALL C PROJECT NAME: _r KI E55LI NG PROJECT 5ITE: 88 MILL STREET PUTNAM VALLEY, (PUi,6AM) NY ,i .t HEADY CARPENTRY, INC I CAPE ADDRE55: 10 VICTORIA DRIVE PROJ. ID #: F792 COLD 5PRING, NY 105 1 G 5ERIAL #: -- 6. + OA 770 k� q FESSiONPv EXISTING AND P"E VMOOUIPAMOMB. GARAGE { =45TWXTION BY CH� f IN�G, I I r--- - - - - -- -. - ------------------- - - - - -- P.O. BOX 1 105 ROUTE 9W PHONE: 845 - 236331 I t MARIBORCI. NY 12542 PAZ: 845- 236 -4881 DWN. BY: JMP 'r APP. BY: "� DDP.RY m I9 CMM%A MDOVUR MCW5. INC. - ALL IUGN5 RCS[RV[D T!ff ARO1rtEC1URA1 xORA CONTARI® MPARON 6 mo,E w UTSec socnoN I @ or ne ooFYRR.Mr ACf. 17 US C. As AMB DATE: 03/28/05 - I2d1 -W. TM19 DRAYIING 9NALL Nor W RSRODUCm W ANY WAY M 16 ®PDR CC,BTICICNNG A- CMH 05/02/05 JVS �nw^M n oawNw, moRUArrouDr ,ceu:seAMOODUCnOMes.u+c- ' �I ;i i — i � 5' -1' 5' -I' 5' -71/2' 5'- 71/2'x. 5' -1' S' -I' 5' -I' - 5' -I- 1 = 1 r - --1 F -I -, F —I F -I _1 r - -, r - -- F - --1 I 1. I_ _ -I I - I I I I I i I �I' PL 'I I L - -J L - -J L - -J LPL J L - -J J L - -J L - -J L - -J I SB I "0 1 90 Of E =� I FOUNDATION DESIGN AS SHOWN 15 ONLY 5UGGESTIVE: - ACTUAL FOUNDATION DE51GN SHALL BE BASED ON LOCAL SOIL s I 1 CONDITIONS AND IN ACCORDANCE WITH LOCAL REQUIREMENT5. 1 — — — --- — — — — — — — — — — — — — — — ----------------------------------- - - - - -- =------ - - - - -- J- r m-4 4- v ;J Q asm MODULAR NOME. INC. REERM T THE FLOOR PLAN5 AND EIEVATIO ?!5 OP ALL C PROJECT NAME: _r KI E55LI NG PROJECT 5ITE: 88 MILL STREET PUTNAM VALLEY, (PUi,6AM) NY ,i .t HEADY CARPENTRY, INC I CAPE ADDRE55: 10 VICTORIA DRIVE PROJ. ID #: F792 COLD 5PRING, NY 105 1 G 5ERIAL #: -- 6. + OA 770 k� q FESSiONPv AND P"E VMOOUIPAMOMB. IG TNI5E FLANS AND HPZARONS. �7— REV1510N5 =45TWXTION BY CH� f IN�G, FOUNDATION PLAN MA IUPACTURHL INWItMATION M CKM5eA MODULAR IIOKOR5, MC. ■ P.O. BOX 1 105 ROUTE 9W PHONE: 845 - 236331 I 5HEET_# A -2d MARIBORCI. NY 12542 PAZ: 845- 236 -4881 DWN. BY: JMP 'r APP. BY: "� DDP.RY m I9 CMM%A MDOVUR MCW5. INC. - ALL IUGN5 RCS[RV[D T!ff ARO1rtEC1URA1 xORA CONTARI® MPARON 6 mo,E w UTSec socnoN I @ or ne ooFYRR.Mr ACf. 17 US C. As AMB DATE: 03/28/05 - I2d1 -W. TM19 DRAYIING 9NALL Nor W RSRODUCm W ANY WAY M 16 ®PDR CC,BTICICNNG A- CMH 05/02/05 JVS �nw^M n oawNw, moRUArrouDr ,ceu:seAMOODUCnOMes.u+c- ' �I ;i i t' ILDER TO VERIFY 52'-0 - la -6 1/2• TIIE.RIGhiT SIDE GABLE 13'-7 X4' QUIRES AN OVERHANG 31 11 1 6 -6• 12'-6• IS' -I 3/4• 4 2' -I 1 1/2• 4' -1 13/4• ' I 24210 2 10 E TO EXISTING RUGTU RE svu o ° w363o I; ze z 6.o M , s6o nrl ry,� OO b V� � �' m nw.orr B`.� in rtp BB36 ��' DINING FAMILY N G - o O ROOM C1 1P_90 25' -4' 6BF t vw Mm ACC1-56 t.. iry If. .c SHOP - ®.. X STDR ® 0 Z-5 . N GARAGE IL cu ' o ADMION Pqk OF NEW YD R. 7� O 7C W QF E 4 WAN, iit \ !EXISTING STRUCTURE �Fp 72770 4? J A9DFESSIONP� �t -FRED ICIESSINGER Fo 8621 90 MILL STREET, PUTNAM VALLEY, -NY F NPR JD ONLY FOR MOOIRA2 . FIRST FLOOR PLAN :: PNOl6: 5-23" 311 PAIL 04S2S64EAI ' O� ®. oC. - Nl RYifIS R�IMm Tt¢ AROYfK111RAL MoPI. Ef 9OLTgM 102OP M OJ�WGNi KT. 1 ] u3.C. AS AMUmm - • ♦ l� T iT �' _ -.�`. _ uwnMUlli ""•• MOf CC RSVDOU ®W Nf! WAi q'. LL� 1OR lS1RT0Y.lo�f: AM' - I'1 11 w Y. i sf Nom. 7UILUE:N Iv VF-KIF F THE .RIGHT SIDE :EQUIRES AN OVE 7UE TO EXISTING 3TRUCTU RE P T ABOVE 30CH MULLED ABOVE I 6' -G' STANDARD VAULTED 'W DORMER I 2046 3046 204G •. 30CH MULLED ABOVE 2' -O' VAULTED DORMER ABOVE' A ABOVE T r6� W 3001 MULLED ABOVE 2� 6'-6' STANDARD VAULTED W DORMER �O1 PR IEL5EA MODULAR HOMES, INC. RESERVES THE RIGHT TO MAKE MINOR CHANGES IN DIMENSIONS AS REQUIRED BY MODULAR CONSTRUCTION METHODS. PLANS AND P.E. / R.A. STAMP VAUD ONLY FOR MODULAR U CH E FLOOR PLANS AND ELEVATIONS OF ALL CHELSEA MODULAR HOME5`ARE COPttaGHTED. WE WILL ENFORCE ALL COPYRIGHTS TO PROTECT OUR CONSIDERABLE INVESTMENT IN DEVELOPING THESE PLANS AND ELEVAT•ONS. REVISIONS CONSTRUCTION BY CHELSEA MODULAR HOMES, INC. 10' -6 112' BUILDER: FLOOR PLAN " MODURLAR H,DM1° I I' -O' 13' -9 3/4' P.D. )O IIOaROVTE9W 13' -7 3/4' 3' -0' A -3 FfI : JMPf�/ iABLE � 3'-0 7/8' 2' -5' I O VICTORIA DRIVE PROJ. ID #: F792 8' -6' couTAln® nrAROU Is rP.OrccTm uNImc SEaHOU __..____ __..__._... -.._. I '- COLD SPRING, NY 1051 6 SERIAL #nR /9R/OS . 15' -1 3/4' 2' -1 1 1/2' 4' -1 1 3/4' . .y ICHANG 'I H T� MPIFEB 24210 "MW TVANSEAL 5GD 2�SNXZ-0' Pm C30 y� DW-OPT BI 50 ROOM - ` —. � B I G O ® m ROOM 1835E 180 5F 0 . 0 �¢ i `P: � ; 3-3 B36 B ® B \ S Wb 106 5F iN MOV TO ACCESS m m — UTIL "3G5f ® KIT2 5EN m 0 ' • TYPE — 2-0 -- - - - --- R SPACE i D � WP — — — — Y AN��TR° W3615 W� . T 2-G 2-6 '2-6 N WIC I ;r 31 51' Hu \�\ 63 N BEDROOM 2 I BEDROOM 238 5F I \� // 187 5F - INSTAUtis W99 I,l IN VAULTED A[ H L - - - -- . L DOP.MEJ SAY TYPEx GYP -- / FOYER WIC 2 N 102 5F 23 5F 1♦ // VAULTED DORMER / ABOVE I I zasz -2 i7' -3 3/8 LOUT Of T CEIU� Aar e ,�..� 3-0 7-8 _ I I'c ' 2' -O 2' -7 1 /2' 26'2 -2 14' -4" QF E ' -.• 8' -O' 18' -O' 18'-0' 8' -O• .; w • ;il ABOVE 30CH MULLED ABOVE I 6' -G' STANDARD VAULTED 'W DORMER I 2046 3046 204G •. 30CH MULLED ABOVE 2' -O' VAULTED DORMER ABOVE' A ABOVE T r6� W 3001 MULLED ABOVE 2� 6'-6' STANDARD VAULTED W DORMER �O1 PR IEL5EA MODULAR HOMES, INC. RESERVES THE RIGHT TO MAKE MINOR CHANGES IN DIMENSIONS AS REQUIRED BY MODULAR CONSTRUCTION METHODS. PLANS AND P.E. / R.A. STAMP VAUD ONLY FOR MODULAR U CH E FLOOR PLANS AND ELEVATIONS OF ALL CHELSEA MODULAR HOME5`ARE COPttaGHTED. WE WILL ENFORCE ALL COPYRIGHTS TO PROTECT OUR CONSIDERABLE INVESTMENT IN DEVELOPING THESE PLANS AND ELEVAT•ONS. REVISIONS CONSTRUCTION BY CHELSEA MODULAR HOMES, INC. zOJECT NAME: BUILDER: FLOOR PLAN " MODURLAR H,DM1° J E5SLING HEADY CARPENTRY, INC CAPE P.D. )O IIOaROVTE9W 20JECT SITE: ADDRESS: A -3 FfI : JMPf�/ MARLBORO. NY 12542 FAX: B4sz36 -4881 1SAM.uwamx�rR,¢DmEUTW"aURAl.8 MILL STREET I O VICTORIA DRIVE PROJ. ID #: F792 couTAln® nrAROU Is rP.OrccTm uNImc SEaHOU __..____ __..__._... -.._. JTNAM VALLEY, (PUTNAM) NY COLD SPRING, NY 1051 6 SERIAL #nR /9R/OS . _ zoLSO. THISDa•wu 4 �" --•• —� ' - -• •• -•••- t f J l 'I H lD STUDY EXISTING Kil ALL KITCHEN APPLIANCE— AND SINK TO BE REMOVED LIVING R'-'![)M 1 EXISTING STRUCTURE L- -To I FRED kitssiNGEA 90 MILL STREET, PUTNAM VALLEY, NY §Ec'OND. FLOOR PLAN Al moDuW "ofics. imc. 6c. ATONE: 64S236 -3311 M: 845-2364001 TAR HC�. dc.. A MGMT5 RL°B M AVJD9tCCn=k %C" UIOBC 3tRtCM 102 OETC COMRRirt ACT, 17 USZ. A --= IIDT W RZIWD 1 M V5W MR CD.61Cr ANr - — - — - — - — - — - ADDITION co FOp.^ 727 si I FRED kitssiNGEA 90 MILL STREET, PUTNAM VALLEY, NY §Ec'OND. FLOOR PLAN Al moDuW "ofics. imc. 6c. ATONE: 64S236 -3311 M: 845-2364001 TAR HC�. dc.. A MGMT5 RL°B M AVJD9tCCn=k %C" UIOBC 3tRtCM 102 OETC COMRRirt ACT, 17 USZ. A --= IIDT W RZIWD 1 M V5W MR CD.61Cr ANr - iY ` L. CHELSEA MODULAR HOMES. INC. RE ERVES THE RIGHT TO MARE MINOR CHANGE5 IN DIMEN5tON5 A5 REQUIRED BY MODULAR CONSTRUCTION METHODS - `^ ' ENFORCE ALL COPYPJGHTS TO P.RATECf OUR CONSIDERA&E INVESTMENT REVISIONS PLANS AND P.E. / R. A. STAMP VALID ONLY FOR MODULAR THE FLOOR PLAN5 AND REVATIOi ALL CILEL5F.A MODULAR PROJECT NAME: HOMES`ARE COPYRIGHTED. WE WILL IN DEVELOflNG BUILDER: < THESE RANI AND EILVATION9. 5000ESTED SECOND FLOOR PLAN CON5TRUCTION BY CHELSEA MODULAR HOMES, INC. MANUPACNRERINFORMATION E AR HOMES, INC. KI ESSLI NG I ®■ P.O. 807(1 108 ROUTE 9W PHONE: 845236 -331 I - SHEET # A -32, P MA L MARLBORO. NY 12542 FAX: 845- 23�T48Bl RO. Ny PROJECT SITE: ;: ADDRESS: PROJ ID# F792 DWN.BY: JMP" { in ! 58 MILL STREET I 10 VICTORIA DRIVE SERIAL # "" '"' - PROPOSED 5ECOND FLOOR i ;` ..THI5 AREA 15 TO BE FINI5HED BY BUILDERMOME OWNER.) I CONTAM®HCA MPRZrECrm UNDER 5WnDN102Or THE 001i HTACr.17LS.C.A5AMpOm I2-0 1 -a . TN151XtAMNG5 A.L NOT WRE PROMO !DINUrrwraR Lrxo Iii aA5TRUiANr CMH PUTNAM VALLEY, (PUTN,9M) NY COLD SPRING, NY 10516 DATE: 03/28_ " _ _ _ _ _ __ _ ewLwNG— OL ffnR5TODTAw1NGTNE wwnENNmroR DATONOro¢LSrAMOIXAARHOMM,INC. . Ml RDgt PIAI6 SUDIECT TO GIWY:[ WfINQIf NOTICC. PLANS MUST BE SUBMITTED TO LOCAL BUILDING DEPARTME0 Al 7 j, !- �I - FOR REVIEW 4 APPROVAL. _ - -- - -- / IF -- m VAULTED DORMER T7 j • V VAULTED DORMER " -y amt -�. /.- 30CM MULLED ABOVE \'• VAULTED DORMER to " <n 3096 _ - RJ .. - 2046 3046 2006 3046 p 30CII MULLED ABOVE MULLED ABOVE O i1 �t 30CH I 4'_g• 5'_G• 8 8 I/2 d': J - I I' -O' 8' -8 I12' 5' 1 4' -3' ,. 4,_g. 61.6. .8 8 I/2 '- _Y v ' 12' -O' 8' -8 112' - iY ` FE&S�ONP� CHELSEA MODULAR HOMES. INC. RE ERVES THE RIGHT TO MARE MINOR CHANGE5 IN DIMEN5tON5 A5 REQUIRED BY MODULAR CONSTRUCTION METHODS - `^ ' ENFORCE ALL COPYPJGHTS TO P.RATECf OUR CONSIDERA&E INVESTMENT REVISIONS PLANS AND P.E. / R. A. STAMP VALID ONLY FOR MODULAR THE FLOOR PLAN5 AND REVATIOi ALL CILEL5F.A MODULAR PROJECT NAME: HOMES`ARE COPYRIGHTED. WE WILL IN DEVELOflNG BUILDER: < THESE RANI AND EILVATION9. 5000ESTED SECOND FLOOR PLAN CON5TRUCTION BY CHELSEA MODULAR HOMES, INC. MANUPACNRERINFORMATION E AR HOMES, INC. KI ESSLI NG f1 EADY CARPENTRY," I NG CAPE _ . ®■ P.O. 807(1 108 ROUTE 9W PHONE: 845236 -331 I - SHEET # A -32, P MA L MARLBORO. NY 12542 FAX: 845- 23�T48Bl RO. Ny PROJECT SITE: ;: ADDRESS: PROJ ID# F792 DWN.BY: JMP" { COPYIGGHT1M17CHH5E AMODUTAR HOMES.INC..AUwcInsMMVtDTHENI "CUXiiLVDKK P 58 MILL STREET I 10 VICTORIA DRIVE SERIAL # "" '"' - APP. BY: 1, /OS CONTAM®HCA MPRZrECrm UNDER 5WnDN102Or THE 001i HTACr.17LS.C.A5AMpOm I2-0 1 -a . TN151XtAMNG5 A.L NOT WRE PROMO !DINUrrwraR Lrxo Iii aA5TRUiANr CMH PUTNAM VALLEY, (PUTN,9M) NY COLD SPRING, NY 10516 DATE: 03/28_ " _ _ _ _ _ __ _ ewLwNG— OL ffnR5TODTAw1NGTNE wwnENNmroR DATONOro¢LSrAMOIXAARHOMM,INC. . Ml RDgt PIAI6 SUDIECT TO GIWY:[ WfINQIf NOTICC. Al 7 j, !- �I I N # 1846 2046 24210 28210 ANDERSEN / MW DOUBLE HUNG :' U -VALUE R.O. 51ZE LIGHT VENT MAX. RM. 5F. CLEAR 5F. EGRE55 51ZE I ANDER5EN. MW 1' -1 O 1 18'X 4'-9 1/4' 5.47" 3.20 68 3.18 - " .33 .34 2' -2 I /8' X 4' -9 1/4' 6.80 3.89 85 3.87 ' .33 .34 2'-6 118' X 3' -1 1/4' 4.74 2.72 59 2.69 .33 .34 2'-1 O 1/8' X 3' -1 1/4' 5.52 3.13 69 3.09 .33 .34 # ICA2535 ' ICA2535 -2 ICA2959 ICA2959 -2 R.O. 51ZE 2'- I' X 2' -1 1 5/8' 4'-1'X 2'-1 1 5/8' 2' -5' X 4' -1 1 5/8' 4' -9' X 4' -1 1 518' INTEGRITY CASEMENT LIGHT VENT MAX. RM. 5F. CLEAR 5F. 3.9 I 4.31 48 3.29 7.82. 8.62 97 3.29 8.54 9.19 106 7.71 17.08 18.38 213 7.71 EGRE55 5127E 15'X 3O' 15'X 30' 20'X 54' 20' X 54' U -VALUE .32 .32 .32 .32 "f 28310 2' -1 O 1 18'X 4' -1 1/4' 7.89 4.41 98 4.17 , .33 .34 HEADY CARPENTRY, INC CAPE - -- -- - ESS.LING I e '; 2852 2' -1 O 1/8'X 5-5 114' 1 1 .O5 6. 1 1 138 5.91 30' X 28' .33 .34 - MISC. I O VICTORIA DRIVE WINDOWS APP. BY: ICZO Te yuuN wT D l m.Nrar Ww DRS` `ism�`ra¢1T Uaolsiwln ~'U� 2856 COTTAGE 2'- 101/8'X5'-91/4' 11.84 5.26 148 5.23 30'X24'! ".33 .34 30210 3' -2 I18' X 3'- I I/4' 6.29 3.53 78 3.50 '+ .33 .34 # R.O. 51ZE LIGHT VENT MAX. PM. 5F. CLEAR 5F. EGPE55 51ZE U -VALUE 3046 3' -2 1/5'X4'-9 114' 10.50 5.95 135 5.77 34'X 24' .33 .34 " MW32 1 GAWN 2'-15'X I' -5' 2.7 1.3 33 .79 23'X 5' .32 ' 3052 3'-2 'I/8' X 5' -5 114' 12.20 6.71 152 6.71 33'X 28• .33 .34 C45 80W 8' -1 3/8' X 5' -1 7/8' 15.0 14.0 187 7.0 18' X 55' .32 3056 3'-2 115"X 5'-9 1/4' 13.20 7.18 165 7.18 33'X 30' .33 .34 MW2050 BOW 8'- 1 5/1 G' X 5' -2' 14.0 12.7 175 6.35 16' X 55' .32 3056 COTTAGE 3'-2 I18' X 5' -9 114' 13.20 6.01 150 6.01 33'X 25' • .33 .34 ICA25595M V -0 911 G' X 4'-1 1 3/4' 14.1 15.32 17r. 5.85 15'X 54' .31 ANDERSEN CASEMENT # R.O. 51ZE LIGHT VENT MAX. PM. 5F. CLEAR 5F. EGPE55 51ZE A F U -VALUE MW18- 4046 -1e 7'- 95/8'X4' - 91/16' 25.64 GAD 80 3.18 IB'X 24' .32 16-444G- 18 8'-1 112'X 4' -9 114' 26.32 6.40 80 3.18 1.8' X 24' .32 ! C 1 3 2'-O 5/8'X 3'-0 112' 4.3 4.0 53 4.0 .32 IDH22- IDHP5456 -IDH22 C23 4'-0 1/2'X 3'-0 112' 8.5 7.9 106 4.0 .32 8'- 1 112'X 4' -8 1/4' 31.74 10.34 129 3.16 18' X 24' .331 ' CW 1 5 2' -4 7/5"X 5'-0 3/8' 9.2 8.6 1 1 5 8.6 22'X 55' .32 WDOCs 1' 8-1 3/ 1 G' X P 8-9/1 G' - -- -- -- CW25 4'-9' X 5'-O 3/8' 15.3 17.3 228 8.6 22'X 55' .32 WDOCx 2'-0' X P 11-112" - -- -- -- - -- M W CASEM ENT CAI 550/5 ois Bow TO-7/ 5' -2' 21.0 13.84 346 3 46 9'X 55' 3 ZX 34 , f # R.O. 51ZE LIGHT VENT MAX. RM. 5F. CLEAR 5F. EGRE55 SIZE U -VALUE -- - - -- - -- ,, CA 1530 1' -5 3/4'X 3'-0 15/16' 2.3 1.96 28 1.96 .37 # R.O. 51ZE LIGHT DOORS VENT MAX. RM. 5F. CLEAR 5F. EGRE55 512E U -VALUE CA 1530 -2 2' -10 3/4' X 3'-0 15/1 G' 4.6 3.92 57 1.9r. ' ' .37 CA2450 2' -5 1/4' X 5'-0 15/1 G. 8.5 7.89 106 7.89 20'X 55'- .37 CA2450 -2 4'-9 3/4' X 5'-0 15/1 G' 17.0 15.78 2 1 2 7.89 20' X 55' '" 37 2 -8 FIRE DOOR 2'-9 31.4'X G -10 112" -- - - 17.55 32'X 79 .28 J 1 CA2030 -2 4'-1 3/4'X 3'-0 15/1 G, 7.8 7.20 97 3.44 .37 2 -8 DOOR 2' -10 318' X G -10 112' - -- 17.77 - -- 17.55 32'X 79 AG ±. MW TWINSEAL SINGLE HUNG 2-8 9 -UTE 2'- 10 3/&'X G -1 O 112' 4.91 17.77 GI 17.55 32' X 79' .28 3-0 DOOR 3'- 23/8'X6' - 101/2 20.0 19.75 36'X79' AG }. # 184GT5 R.O. 51ZE I'-8"X 4'-6' - LIGHT 4.7 VENT 1.99 MAX. RM. 5F. 58 CLEAR 5F. 1.95 EGRE55 512E U -VALUE .34 3-0 (151) 3-0 (25Q 4' -3 1/4'X G' -1 O 112' 5-4 I /4' X G' -10 1/2' 5.00 10.0 20.0 20.0 62 125 19.75 19.75 36' X 79' 36' X 79' .28 ; .28 ? 204GT5 2430T5 2830T5 2' -0' X 4' -6' 2'-4' X 3'47 2'-8'X 3'-0' 5.8 4.3 5.1 2.57 1.78 2.10 72 53 63 2.57 1.78 2.10 34 .34 .34 MW6-0 5GD P5-6 FWG6068 5' -1 I 1 1 / 16' X 6'-8' 6=0 3/4'X 6'-10 7/8' G' -O' X 6'-8' 30.0 32.4 23.78 15.4 15.5G 14.72 375 405 297 15.4 15.5G 14.72 29'X 70 28"X 78' 28' X 75' .34 .34 .34 2852T5 2'-8' X 5' -2' 9.8 -4.44 122 4.44 .34 IPD6068 6'- I' X 6 -10 112• 32.84 15.91 396 16.06 29' X 77' .34;! 285GT5 2'-8'X 5' -6' 10.5 4.80 131 4.80 .34 MW" PATIO 5'-1 1 1 1/ 16' X 6' -8' 25.2 17.G 315 17.6 33'X 76' .34 1' 3030T5 3' -O' X 3'4Y 5.9 2.42 73 2.42 - .34 FWH6068 6' -0' X 6'-8' 21.92 1 6. 1 1 274 16.1 I 30'X 75' .34 pF NEI 304GT5 3' -0' X 4'-6' 9.6 4.29 120 4.29 • .34 15D6068 6'- I' X 6'-10 112' 27.00 18.31 337 16.06 33'X 77' .3 v AkT( 3052T5 3'-0' X 5' -2' 11.30 6.20 141 6.20 3 I' X 24' .34 MW5068 5' 0-7/1 6'x6' -8' 24.60 1 130 297 11.90 22' X 76' 1`r` 305GT5 3'-0' X 5' -6' 1 2. 1 6. 16 151 6. 16 29' X 29'" .34 P- 1' - 0662' NOTE5: " OF[$S` DOORS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN 5H I . WINDOW5 AND OWN MAY BE I' 5UB5TITUEED , I' 2. WINDOW AREA OF HABITABLE SPACE (LIVING, DINING, INCLUDING KITCHEN/DINING IF NO OTHER DINING OR SLEEPING SPACE) 5HALL BE 8% OF FLOOR AREA FOR NATURAL LIGHT, AND 4 % OF FLOOR AREA FOR NATURAL VENTILATION. IF NOT VENTED TO ` EXTERIOR BATHROOM5 AND TOILET ROOM5 5HALL HAVE A MIN. OPENA15LE AREA OF 1 -1/2 5Q.FT. FOP 3 5Q.FT. OF REQUIRED AREA• 1' INTERGRITY DOUBLE HUNG • # R.O. SIZE LIGHT VENT MAX. RM. 5F. CLEAR 5F. EGRE55 51ZE `: U -VALUE IDH225G I' -10 1/2'X4' -8 1/4' 5.17 3.16 64 3.16 .32 IDH265G 2' -2 1 /2'X V -8 1/4' .6.49 3.83 81 3.83 .32 IDH3036 2'-6 1/2'X3' -01/4' 4.51 2.64 56 2.64 t .32 IDH3436 2'- 101/2'X3'-0 1/4' 5.27 3.04 65 3.04 .32 101134G4 2'- I O I /2' X 5'-4 i /4' 10.66 6.03 133 6.03 30' X 28' ; .32 IDH3468 2' -10 112' X 5-8 1/4' 1 1 .43 5.18 142 5.18 30'X 24' .32 IDH3836 3' -2 1/2'X3'-0 1/4' 6.04 3.43 75 3.43 .32 IDH385G 3'-2 112'X 4' -8 1/4' 10.44 5.85 130 5.85 34'X 24" .32 1DH3864 3'-2 I /2' X 5'-4 1/4' 1 2.20 6.80 1 52 6.80 34' X 28' .32 IDH3868 3'-2 1/2'X5'-81/4' 13.08 5.85 163 5.85 34'X24' .32 J L5EA MODULAR HOMES, INC. RE5ERVE5 TILE RIGHT TO MAKE MINOR CTIANGES IN DIMEN5I0145 A5 RMUIRD BY MODULAR CON5TRUCTION M[RIOD`. nAN5 AND P.E. / R.A. 5TAMP VALID ONLY FOR MODULAR MODULAR HOMES. FLOOR PLAN5 AND ELEVATION5 OF ALL CHELSEA MODULAR PIOME5"ARE COFMGHTED. WE WILL ENFORCE ALL COFYRIGITT5 TO PROTECT OUR CON5IDERAExf DIVESTMENT IN DEVELOPING THE5E MANS AND ELEVATION5. PEV1510N5 CON5TRUCTION BY CHEL5EA OJECf NAME: BUILDER: WINDOW SCHEDULE PACTURM WFORMATN f MANU O DIC. 236,3311 HEADY CARPENTRY, INC CAPE P.O�BOXI 105 ROUT PHONE: 645 - � e�I ESS.LING e '; sHEEr# WD -I MARLBORO, NY12541 FAIL: 111141 OJECT 51TE; ADDRE55: f DWN. BY: J VS r corms C a l�r o asrw uoou AR no as. NC. - ru wcxTS Pcz�vm TMe ARa "rcT m"L "°RF 3 MILL STREET I O VICTORIA DRIVE PRO). ID /{: F792 APP. BY: ICZO Te yuuN wT D l m.Nrar Ww DRS` `ism�`ra¢1T Uaolsiwln ~'U� SERIAL N: - DATE: 05/02/05 CMH ATn"a °asr MOwA"R"°.�•°C. FfNAM VALLEY, (PUTNAM) NY COLD SPRING, NY 10516 Au T� s. ! A. l_ a• .0 12 i r- Y , ;e 1 2 [I Ell Ll R [L==jL1 YS 43 DOOR H.H ODDER FOR 5PEC5 {R pF NEW ELEVATIONS MAY NOT 13E A TRUE REPRESENTATION OF THE hOUSE m ? SEE SALES ORDER �J a� FOR OPTIONAL FEATURES 2 FESS%ONP� A MODULAR HOME5, INC. RESERVES THE RIGHT TO MARE MINOR CHANGE5 IN DEMEN51ONS A5 REQUIRED BY MODULAR CONSTRUCTION METHOD5. J PUNS AND P -E. / RA. 5TAMP VALID ONLY FOR MODULAR DOR PUN5 AND ELEVATION5 OF ALL CHELSEA MODULAR HOME5."ARE COPYRIGHTED. WE SMUL ENFORCE ALL COPMGHT5 TO PROTECT OUR CONSIDERABLE INVESTMENT IN DEVELOPING THESE flANS AND ELEVATION5.J REV1510N5 NSTRUCffON BY CHELSEA MODULAR HOME5, INC. ' JECT NAME: BUILDER: MANUFPL UREA INFORMATION G0.BO AR110MB.INC. 3SLING HEADY CARPENTRY, INC CAPE ELEVATION -FRONT SHEET # A-4 , ® P.O. BOX I I OB ROUTE 9W PHONE: 845- 236331 I 1108 MARLBORO. NY 12542 PAZ:. 845 -23G -4881 IECTSffE: ADDRESS: OWN. BY: JVS ' RILL STREET 1 O VICTORIA DRIVE PROD . I D #: F792 APP. BY: I (S XYGGHT ISy7 CHELSEA MOanARnor., g. SM. .AUwortsReERVm THE ARrnrtrcnmALwvPc cDNUwm nFAxoN — JAM VALLEY, (PUTNAM) NY COLD 5PRING, NY 105 I G 5ERJAL #: - - -- DATE: 05/02/105 I a.. �1 LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION i' r� 4 ii di >E� a� �t !s i FLOOR PUNS MID ELF/ATIDN5 Or ALL CHELSEA MODULAR MOMLS`ARE COr M— GHTED. WE WILL ENFORCE ALL COPtRiGNTS TO PROTECT OUR CONSIDERABLE MVESTMENT IN DEVELOPING TH6C.PIAN5 AND UEVATION5. " REV 1510N5 lCiN15TRUCrION BY CHELSEA MODULAR N0ME5. PLC. ' OJECT NAME: BUILDER: ELEVATION —ALL MANUFACTURER INFORMATION OE15[AM AR HC AM .INC. E55LING HEADY CARPENTRY, INC CAPE P.O. BOX I I OU PL10NE: 845!236331 I 106 ROITZS o- 5HEET N A-4A MARUMMO.MY 12542 rnx: B4si364ee1 JECT SITE: ADDRESS: DWI. BY: JV5 mrrwcen 1937 C.MW. MOPJA NDMM. INC. -AU wens R=NR 1NE AROYfecTURA IOw MILL STREET 10 VICTORIA DRIVE PROJ. ID N: F792r APP. BY: - mANmHrARDNerx TCCrW aSCLLO1'IWOr*eaaxrwe^^n•17U.5c ASAMD4= 124- -S TNSDRAMNG3 UIL NDi B[RLYIl QI ®MANr FOR Uem roR mesrwcTwG ANr NAM VALLEY, (PUTNAM) NY COLD SPRING, NY 10516 5ERIALN: """ DATE: 05 /02/05 . - CMH _ rArnaT rrwT mrAOIwcT NCWmTeNAUn +ORnwTwuo+ascAMmAArz "a+6•"'. ;., a; 1� LI R; E �HELSEA MODULAR HOME5. INC RFYSERVES THE RIGHT TO MAKE MINOR CHANGES IN DIMEN51ON5 AS REQUIRED BY MODULAR CONSTRUCTION METHODS. PLAN5 AND P.C. / R.A. STAMP VALID ONLY FOR MODULAR (HE FLOOR PLANS AND ELEVATI- {E ALL CHEI5EA MODUAR HOMES"'ARE COPfRIGHTED. WE WILL ENFORCE ALL COPYRIGHTS TO PROTECT OUR CON5IDCRABLL INVF5TMENT IN DEVELOPING THE5E PLAN5 AND ELEVATIONS. REVISIONS CONSTRUCTION BY CHELSEA MODULAR HOMES. INC. ' PROJECT NAME: KIE55LING :� BUILDER: HEADY CARPENTRY, INC CAPE ELECTRIC PLAN I ®® CHE SEA MODULAR. H�OME5 INC. P.D. BD %IIDe RONTE 9N PHONE: 845- 236 -3311 5HEET # pp, MARU3ow, Nr I zsaz FAX: as -z36 Deal PROJECT SITE: ADDRESS: DWN. BY: J VS 88 MILL STREET "•� 10 VICTORIA DRIVE PROJ. ID #: 1`792 APP. BY: LOPYWGHf 199] Gtfi -`SCA MDOIAAR 1DMC9. INC. - Au RIGHTS RE$[RVCO me AROIRFCNPlL wORI. CON(NNmNEARDUSPRrnccT®UNIXRSerna + lozoFmecoFrR,GTT( .17U.5.c.A5—NOm PUTNAM VALLEY, (PUTNAM) NY COLD SPRING, NY 10516 SERIAL #: - - -- f DATE: 05/02/05 Iz-Ol G mlMFIR5TGSHAUNOrecReFR AU® AxwAroR ELSVAM DULAkH MM.IW DUIDING W MpR FlRST OBTNMNG THC WR TfCN N HORQAT ON OP CMPISCA MOOD AR HOMCS. INC. ALL PLOOR BANS SIRIICLT TO C`W16[ -OUT NOTICl. C M H �r I. j L 200 AMP SERVICE PANEL ,`� BE !A DESCRIPTION SIZE RER DESCRIPTION LIGHTING 5 DRYER 30A 220 10.3 8-3 40-2A 220 RANGEJWALL OVEN 16 17 DISIM'A5HER 20A ®WATER PROOF EXTERIOR LIGHT .® TV JACK. 10.2 30.2A 220 WATER HEATER Ia 20 19 MICROWAVE 2. 110 0 12 -2 21 ® INTERNET CONNECTION (DQ 220V RECEPTACLE FAIN EJITERIOR SLOT LIGHT V SINGLE POLE SWITCH ® DOOR CHIME 17. ANT45CALD ANDOR THERMAL StK" PREVENTING DEVICES SMALL BE INSTALLED IN THE WATER SUPPLY e . 22 23 SPARE ❑J NNCnON BOX ® WALL RIONE IALR eA POUR WAY SWOCII ® HUT �� ITCH ® DETECTOR aA A DIMMER SWITCH SPARE 24 25 FOR 2 MOOR RATED ASSEMBLY AND BELOW. COLLARS ARE THE BASIS FOR SSTE S THAT MEET THE EUW.TNG CRITERIA OF ASTM EB 14 (UL 1479). 20, FLOOR JOIST NOTCHES MAY NOT MEW 1/G OF JOST NOTCH DEPTH AND MAY NOT OCCIA IN MIDDLE 1/3 OF SPAN. HOLES MAY NOT EXCEED 10 DEPTH OF JOIST AND ML15T OCCUR 2- IN FROM ETHER 2 6 27 SPARE SPARE 28 29 SPARE 51APE 37 . 35 SPARE - COOKTOP IN APPLICABLE 3O-2A 220 163 I Z•2 12.2 21M 20A :1 O I I O BATH Gfl TUB GFI .D 40 L CEILING LICIT ® SHORE DETECTOR DUPIEI RCCEPTAC. ®WATER PROOF EXTERIOR LIGHT .® TV JACK. 12 SWITCH RECEPTACLE ® RECE55ED UGNT ® PHONE JACK TO 20) IN A PRE55URE RANGE W -39 F51 WITH A MAXIMUM DEVELOPMENT LENGTH OF 80 FEET. WILDER ® EYE BALL IGHi ® CENTRAL VACUUM GFI RECEPTACLE ® PAN CUP " T THERMOSTAT WIRE O GPI PROTECTED RECEPTACE GFL PA PAN LIGHT ® INTERNET CONNECTION (DQ 220V RECEPTACLE FAIN EJITERIOR SLOT LIGHT V SINGLE POLE SWITCH ® DOOR CHIME 17. ANT45CALD ANDOR THERMAL StK" PREVENTING DEVICES SMALL BE INSTALLED IN THE WATER SUPPLY e . ® FLORESCENT UGHT ® ELECTRICAL PANEL THREE WAY 5WTCH ❑J NNCnON BOX ® WALL RIONE IALR eA POUR WAY SWOCII ® HUT �� ITCH ® DETECTOR aA A DIMMER SWITCH 1. ALL ELECTRICAL WIRING AND DEVICES INSTALLED BY CHELSEA MODULAR HOMES. INC. SMALL BE DETEWNED NECE55ARY AND PLACED IN ACCORDANCE WITH THE APPCABIL VCRSION OF TH[ NATIONAL ELECTRICAL EOM. ACTUAL LOCATIONS OF ELECTRICAL DEVICES IN THE MODULES MAY VARY FROM TH03f 091GTED ON THESE MANS. BUT W AU. CASES SHALL CONFORM TO THE ArrUCADIE VERSION OF THE NATIONAL ELECTRICAL COO[. 2. WALL SWWT TO BE 42. RECEFfAC1E5 TO BE I Z. AND CQINTCRTOP RECEPTACLES TO BE 42 TO THE BOTCH OF THE BOX FROM THE FINISHED FLOOR ISLAND AND F[NINSUU �ACLS TO BE WITHIN 17 FROM COUNTERTOP PIZIGHT5 ARC APPROXIMATO. 3. ALL SMOKE DETECTOR5 TO BE A (PHOTOELECTRIC W MN. AL SMOKE DETECTORS (INCLUDING TH05C 5UPPDED BY BUILDEM 5H BE M[RCONN[CTED. 9MDFE OCTCCrM TO Be DIRECTLY CONNECTED TO UGHDNG CFDJn WITH NO INTERVEMIN6 SWITCH AND POWERED ON SITE BY BINDER RED W0E 5108 RfTERLONHECOON. dKR WW S FOR MOWER LA CONIDULTORS CO CL[CTRIGL LL BE SCANT SHALL BC IABELID aR UST® IN A NMPLANCEY RPf.OGN�D TSTWG LABORATORY. THE COVIPMENIT 51NLL BE SUTABE FOR LOCATION AND USED W IXJMFLIANCl WITH INS LIBEL AND IbTINT 5. NL HOLES THROUGH PLATES IN WALL MUST BE FIRSTOMTD. G. ANY a W MODULES NOT CONTAINING THE ENECMIC PATE MUST NNW[ CIRCUITS WIRED INTO THE ELECTRIC PANT M 5RE. 7. ORLVNi9' 12'.'13115'.' I d2P INSTALLED W PANEL BY MNMFACTL02 W EN CRAWL SEAL[ QTI0115 UP.H1. CJRCURS ARE INSTALLED BY ENADER WITH FULL BASEMENT ORLON. B. LOCATION Or ELECTRIC PANG W CRAWL SFACC M BASBMELT WOLAS S TO COMPLY WITH 5ECHON 1 104 G OF THE NATIONAL ELECTRICAL COO[. DEPICTION OF ELECTRICAL PANEL ON OUTSIDE WALL INDICATES INSTALLATION W THE BASEMENT IN THAT AREA BY BUILDER ON SIR 9. ALL BWDOMI aRL11IT5 SHALL BC ARC FAULT PROTECTED. (NOT APPLGAIX[ W /EW YC4RK STATq I O. ATTIC I BASEMENT UIGHtING AND 5M= OETECTOR5 - BY BIADIX I. GARAGE SMOKE - NEAT O[RCTOI5 F REQUIRED - BY BUILDER I SUPPLY NOTES: 1. ALL WATER MID ORNN UNE5 ARE STUBBED TIIPJD I FLOOR ONLY FOR MELD COMPLETION. ALL HOWONTAL PIPING 15 W FIELD I1,15TAIATION7S;ORIONAU 2. ALL POTABLE WATER LINES ARE TFE T.' COPPER (PLASTIC PIPE 15 OPUONAU.. I 3. RODENT PROTECTION SHOULD BE AMIU IN MELD AT WATER INLET WALL PEL2TRATIOR5. A. ALL VALVES ARE GAT[ OR ANGLE TYPE. 1 " S. ALL H05E BIDS ARE M- NONIR[QING OP. ARAN VALVE TYPE. 6. REQUIRED WATER HEATER S 5UrrUED AND INSTALLED ON SITE BY BUILDER 7. NO FLLIMBING 5 DONE IN FACTORY BELOW I Y FLOOR CONNECTIONS BELOW FIRST FLOOR ARE BY WILDER 6. PLUMBING INSTALLED ON SITE TO BE APPROVED LOCALLY AND RED TESTED. 9. PLUMBING WALLS ARE NOTCHED OR DRILLED (NOT EKCE55PM TO 5UPPORT HORIZONTAL PIPING WHEN NG WH REQUIRED. • . . DWV NOTES: 1. ALL rLUMaDNG NOT FROMM BY CM05CA MOOUTAR HOMES, INC. TO BE 5UPPU[D AND INSTALLED ON 5" BY UC55M PLL 5TH 2. ALL WASTE AND VENT LINES W MODULE ARE FVC PIPE OR AB5. ). . 3. PITCH ON HORIZONTAL WASTE LINE S I S' PER FOOT FOR 3- DIAMETER PIPE AND LARGER FOR FIFES SMALLER THAN 3- DA:I�,LCiER THE PITOt S I14' PER roar. �J f()�: . 4. ALL M ASTIC-0WV PPE MIST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0' HORIZONTALLY OR VERTICALLY. MA5M-01N/ PIPE UNDER 2- SHALL BE SUPPORTED AT 3'-0' INTERVALS. � ) 5. � EACH DWCWNG UNIT SHALL HAVE ONE MAIN 3' MINIMUM STACK FROM AIDING DRAW TO ABOVE ROOT. ,N G. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2- VEN FLOOR. T TO BASEMENT STUBBED BELOW FIRST CW MAND I-. DA50AEW VENT MAYBE OMITTED WHEN CLOTHES WASHER 15 ON FIRST OR SECOND FLOOR. 7. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 45' WYE5. LONG SWEEP ELBOWS. LONG TURN TEE -WYES. GTH. 8TH. OR I GTH BENDS. APPROVED COMBINATIONS OF THESE OR 150MAJENT LONG SWEEP FVMNG9. EM ORT SWEEP PERMITTED IN 51NGLE BRANCH HORZONTAL TO VERTICAL CHANGES IN DIRECTION AND ON 3. OR URGER FIFE. , B. DISHWASHERS CAN DISCHARGE INTO GARBAGE DISPOSALS. 21. 51U COCKS AND NOW BIBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS 22. FUTURE VENT FOR BASEMENT MODELS. WHEN INSTALLED. TO BE CAPPED AND LAS ED 23. AL MATERIALS AND FUTIIR 5 ARE IN COMFIIANQ WITH ACCEPTABLE STANDARDS W RANT PLUMBING TO BE PUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. 24. ENVIROMMENTK CON5CRVATIO4: ALL FIXTURES ARE TO BE WATER CONSERVING. MAXIMUM FLOW RAIL FOR FAUCETS TO BE 2.2 GPM 0 GO P51. 5HOWEP5 TO BE 2.5 GPM ® 80 M, AND TOMS I .6 GALLONS PER PLUS" CYCLE 25. LEAD CONTENT W SOLDER AND ELI( FOR 0')r ER TUBE JOINTS SHALL BE LEAD rREE. 26. NOSE 5UPTUED OF 5UPRNED) FOR 5MOW V.. OR BATH SHALL HAVE A DIVfXTER THAT WHEN WATER S SHUT OFF REVERTS TO TUB P05TTION AND PROVIDE5 A VACUUM BREAKER WHEN UNDER VACUUM (E.G. BATH SPOUT DNTKTW) OR SHALL BE PROVIDED WITH A VACUUM BREAKER 27. BATH TUBS AND SHOWERS ARE TO BE LISTED BY AN APPROVED AGENCY. 28. WATER- MAMMER ARRESTOR SMALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UDLLLED. RAOR PLANS AND REVATIONS OF ALL CME5EA MODULAR HOMEWWZ COPYRIGHTED. WE WILL ENFORCE ALL COPYRIGHTS TO PROTECT OUR GCN451OERABI.E INVESTMENT IN DEVELDPING THESE PLANS AND ELEVATIONS. REVISIONS CONSTRUCTION BY CHELSEA MODULAR HOMES. INC. OJECT NAME: BUILDER: MA"urAtTuREeINFORMATION ESSLING HEADY CARPENTRY, INC CAPE ELECTRICAL NOTES op �^R' F.O. Li OX I 106 ROUTE 9W PHONE d5- 736331 1 O_ JEGT SITE: PDDR DY 5HEET.# EP -I MARLBWD.NY Iz54z FAY: d5-23G -4881 AWN. BY: J V5 COP0IIGK 199E tneLSU MooNAR ION 6, NC. - AL w6 T5 oMRVm C ARQRTLCrI PEAL WORK MILL STREET 10 VICTORIA DRIVE PROJ. ID #: 17792 APP. BY: 1CONF NAM VALLEY, (PUTNAM) NY COLD 5PRING, NY 10516 SERIAL #: - -- DATE: 05/O 5 CMH WmnTmsmlARmGTEWRmeNAmo UTworOC ODULM NOMC5. Nc AI.M -MRas I!Fri m PMNKP -M -- S. TRAP SNAIL BE PLACED AS Q05C AS F055OLE TO FIXTURE OUTLET. WMMIM LENGTH FROM FIXTURE OUTLET TO TRAP WUR 5 24'. 10. EQUIVALENT FIXTURES AND MECW WICA1: EQUIPMENT MAY BE 5U5ST7HN® IF NORMALLY FVRN5HEO OR 5FECIFED EOUIFMEM 5 NOT AVAILABLE. ., I O. INACCESBIBIE TRAP SHALL NOT HAVE UNIONS, l]LAN1gT9, OR SUP JOINTS. PCC[5810LE TRAPS SMALL Of REMOVABLE ;ATM UNION W TRAP 1 1. ANY VERTICAL COPPER TUBING TO BE SUTORRD 4'47 O.C. BY STRAPRNG. SEAL OR HAVE CIEANOUT OPENING THE SAME 51ZE AS TRAP. -. r 1 1. ALL HORIZONTAL VENT BRANCH PIPING SMALL BE LOCATED A MINIMUM OF G' ABOVE THE FLOOR LEVEL OP THE HIGNIEST FIKU E IN THAT 12. COPPER DSTRIBUTION 5UROKT5: AT THE BA5E AND AT EACH FLOOR NOT IMCEEDING 101E ON BRANCH. _ . C[ MFR (VERTICAL). MApM1M EVERY 9-0' (HORRONTW. 13. INHERE CODE F[RMITS. 5HUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH /LIE55. 12. MIAIIMUM DISTANCE OF M)MURE TRAP WEIR TO VENT SHALL BE: 1 -12' PIPE 3'$; 2- PIPE - 5'-P; 3' PIPE - V-a- 14. 3N4' MINIMUM HOT AND COLD DISTRIBUTION MPES TO BE USED (1. FOR W.5.F.U.S GREATER THAN 6 UP 13. PLASTIC PIPING 5KALL BE PROTECTED WITH I / 16' ( 16 GAUGE) STS PLATE WHEN THE PIPE PASSES THROUGH WOOD MEMBERS LI55 THAN TO 20) IN A PRE55URE RANGE W -39 F51 WITH A MAXIMUM DEVELOPMENT LENGTH OF 80 FEET. WILDER I- 114' FROM EDGE OF MEMBER MUST "X'DE MINIMUM 314' MITER AND SERVICE FIFES. PROVIDING 6 W.5.1`.U.b WHEN USED WITH 34' ' DISTRIBUTION PIPES AND 20 W5.F.U.S WHEN USED WITH 1' DISTRIBUTION PIFE5. 14. OW V PIPE S SIZED ACCORDING TO FIXTURE LOAD. (MA 248 CRM; 2.15. 2.16) 15. IF MORE THAN 2O WS.r.U.S ARE REQIIRED FOR A MAIMUM DB/ELOPMm LENGTH Q 80 PITT AND 34' 15. WHEN REQUIRED BY CODE A 3- VENT FOR A RADON REDUCTION 5Y5TEM SMALL Be PROVIDED AS A SEPARATE VENT FROM THE HOUSE PNV MET AID 5E PIPES. INLRBUf THE MNMUM PRS5URE W WGE TO 40-49 PSI TO G MAXIMUM W.S.r.U.S OP a 12' FOR 34 8U ' 015TR1IION FIFES AND 32 FOR I. 05TRIBUIION MMES. SYSTEM. 16. FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE RRE5TOFYED AND BLOCKED IN MELD WTI" 16. WATER CLD5ET5 SMALL BE OF WATER CONSERVING. LOW CON5UMPDON 1.6 GALLON rM FLUSH CYUE. MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL. 17, ALL MODELS MUST HAVE CLOTHES WASHER HOOK -UP. WASHER MAY BE LOCATED IN BASEMENT OR GARAGE Y 17. ANT45CALD ANDOR THERMAL StK" PREVENTING DEVICES SMALL BE INSTALLED IN THE WATER SUPPLY 18. TWO STORY. SECOND FLOOR FIXTURES, OR FUTURE GROUPS SHALL HAVE DRAIN STACKS SEPARATE FROM FIRST FLOOR FUTURES OR FIXTURE TO ALL 5HOWER AND 9HOW2RJEMTHING FIXTURES. GROUPS, TWO STORY. FIRST MOOR FD(TURS SMALL DRAIN HORIZONTALLY INTO THE HOUSE DRAIN. TWO STORY ACCESS FOR FIELD CONNECTION 18. HORI20NTAL COPPER PIPING SMALL NOT BE SOFT COPPER OF BOTH SUPPLY AND DW V SYSTEM WILL BE PROVIDED IN FIRST FLOOR CEILING. I9. IN NONRATED ASSEMBLIES. PENETRATION SHALL BE FIRE BLACKED WITH AN APPROVED MATERIAL TO RESIST THE FREE PA GAGE OF FLAM'. 19. SUPPLY PIPING IN UNHEATED AREAS (OUTSIDE WALLS AND CRAWL SPACES) SMALL BE IN5ULATED. FIFING AND PRODUCTS OF COMBUSTION. (R 602.814) SHALL BE KEPI OUT OF UNHEATED AREAS WHERE POSSIBLE. PUMBING FDOURE ACCC:5 PANELS WILL BE PROVIDED PER APPLICABLE CODES. 20. V FIASTIC PIPES PENETRATE FIRE RATED A55EMBLY IT SHALL Be FIRE STOPPED BY AN APPROVED METHOD. M I FC2020 5RE STOP COLLAR FOR 2 MOOR RATED ASSEMBLY AND BELOW. COLLARS ARE THE BASIS FOR SSTE S THAT MEET THE EUW.TNG CRITERIA OF ASTM EB 14 (UL 1479). 20, FLOOR JOIST NOTCHES MAY NOT MEW 1/G OF JOST NOTCH DEPTH AND MAY NOT OCCIA IN MIDDLE 1/3 OF SPAN. HOLES MAY NOT EXCEED 10 DEPTH OF JOIST AND ML15T OCCUR 2- IN FROM ETHER 21. 51U COCKS AND NOW BIBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS 22. FUTURE VENT FOR BASEMENT MODELS. WHEN INSTALLED. TO BE CAPPED AND LAS ED 23. AL MATERIALS AND FUTIIR 5 ARE IN COMFIIANQ WITH ACCEPTABLE STANDARDS W RANT PLUMBING TO BE PUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. 24. ENVIROMMENTK CON5CRVATIO4: ALL FIXTURES ARE TO BE WATER CONSERVING. MAXIMUM FLOW RAIL FOR FAUCETS TO BE 2.2 GPM 0 GO P51. 5HOWEP5 TO BE 2.5 GPM ® 80 M, AND TOMS I .6 GALLONS PER PLUS" CYCLE 25. LEAD CONTENT W SOLDER AND ELI( FOR 0')r ER TUBE JOINTS SHALL BE LEAD rREE. 26. NOSE 5UPTUED OF 5UPRNED) FOR 5MOW V.. OR BATH SHALL HAVE A DIVfXTER THAT WHEN WATER S SHUT OFF REVERTS TO TUB P05TTION AND PROVIDE5 A VACUUM BREAKER WHEN UNDER VACUUM (E.G. BATH SPOUT DNTKTW) OR SHALL BE PROVIDED WITH A VACUUM BREAKER 27. BATH TUBS AND SHOWERS ARE TO BE LISTED BY AN APPROVED AGENCY. 28. WATER- MAMMER ARRESTOR SMALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UDLLLED. RAOR PLANS AND REVATIONS OF ALL CME5EA MODULAR HOMEWWZ COPYRIGHTED. WE WILL ENFORCE ALL COPYRIGHTS TO PROTECT OUR GCN451OERABI.E INVESTMENT IN DEVELDPING THESE PLANS AND ELEVATIONS. REVISIONS CONSTRUCTION BY CHELSEA MODULAR HOMES. INC. OJECT NAME: BUILDER: MA"urAtTuREeINFORMATION ESSLING HEADY CARPENTRY, INC CAPE ELECTRICAL NOTES op �^R' F.O. Li OX I 106 ROUTE 9W PHONE d5- 736331 1 O_ JEGT SITE: PDDR DY 5HEET.# EP -I MARLBWD.NY Iz54z FAY: d5-23G -4881 AWN. BY: J V5 COP0IIGK 199E tneLSU MooNAR ION 6, NC. - AL w6 T5 oMRVm C ARQRTLCrI PEAL WORK MILL STREET 10 VICTORIA DRIVE PROJ. ID #: 17792 APP. BY: 1CONF NAM VALLEY, (PUTNAM) NY COLD 5PRING, NY 10516 SERIAL #: - -- DATE: 05/O 5 CMH WmnTmsmlARmGTEWRmeNAmo UTworOC ODULM NOMC5. Nc AI.M -MRas I!Fri m PMNKP -M -- 1 114'. 25 ga STRAP ® 48' ok STAPLED WDN (4) 7/16' a 1 1/2' 1 G S. AT EACH END 5TRAPPING IN5TALLED AT ALL EXTERIOR OPENING JACK 5TUD5j AT EVERY CORNER, AND 5PACED'`AT 48' olc (RATED FOR UP TO 109 MPH WIND ZONE5) 'ONE STORY l aa,>,.aAT,a,.AT,a �r. �Aw.IOAA,TaaA,H ,�.,ITaSa,HrR, A,H, Iz l4 L. fi >= 0 :i m mo e? 5nM /S afalorm YN) HoRVM HaB xv xHnc rernaix aAVc AIOTIIC.=awr I z AT,AOI OTHIIA Ite w9s,arp a6 [WNtT[g ICde ATIl2 avn Iz� :r # INDICATES INSTALLED BY BUILDER ### INDICATES INSTALLED BY 5ET CREW f T .I Iz)zc nrAOBL TO L 5 W70— MAR `.. , W/O) IGd MAg9 AT l'AOI SrtO I'Tw�sa lc�wn uc eoLT lNro oamle xAPlBt ®IG•ot U91NG 3(cTMY.• UG aDU5IM9) E \ ` � 2.G WLDGC WALL ® I C tic MSTALIID uNOER Born ooueli PArrLT•s (aaq 4 AaaaoMA,o,I HEL5EA MODULAR HOMES, INC. RESERVES THE RIGNT TO MAKE MINOR CHANGE5 IN DIMEN510N5 AS REQUIRED 13Y MOI It FLOOR PLANS AND ELEVATIONS dF ALL CHELSEA MODULAR HOMES -ARC COPYRIGHTED. WE WILL ENFORCE ALL COI ROJECT NAME: BUILDER: JE55LING HEADY CARPENTRY, INC ROJECT SITE: ADDRE55: 18 MILL STREET 10 VICTORIA DRIVE 'UTNAM VALLEY, (PUTNAV) NY COLD 5PRING, NY 105 1 G .�a :i K ".P i. 0(1tFlOR nMSn 5Q REV R ATICM Id4 aoNe+a. Im a71LTRAT N —ATE) R(aARID IN NYSTATD 4M RIaGE ROOF DORMER DETAILS 2a6 SUNASDA 4' STET M414NG p) z� nvmeR AN7 rmHaxrslAe v�roRn �¢"rro nn,`a,lw�"o�vr IQ SnR10 LOCATION TH'IGLL AT wm ee W., �, �e.N F' 4n: .ai o ![/�I�c S„T y0•G..SISIEONm y`wl � IYC w..¢f[R WU 9+CCk l/M Im cnslM mlm c�. TaaaA�o.. ,� a,eAww ..adAaaN,Nae � A 62,3 �c mll .00,a.�m all laonn9mmeol t ' Li. rn"oAo.. uvac rcrt.mev.ln.. + REV15ION5 PLANS AND P.E. / R.A. STAMP VALID ONLY FOR MODULAR ' CONSTRUCTION BY CHELSEA MODULAR HOMES, INC. 5ECTION5 MANUEALMODU AR"CUM.IN CHELSEA MODULAR HOMES. INC. CAPE HEL5EA MODULAR HOMES, INC. RESERVES THE RIGNT TO MAKE MINOR CHANGE5 IN DIMEN510N5 AS REQUIRED 13Y MOI It FLOOR PLANS AND ELEVATIONS dF ALL CHELSEA MODULAR HOMES -ARC COPYRIGHTED. WE WILL ENFORCE ALL COI ROJECT NAME: BUILDER: JE55LING HEADY CARPENTRY, INC ROJECT SITE: ADDRE55: 18 MILL STREET 10 VICTORIA DRIVE 'UTNAM VALLEY, (PUTNAV) NY COLD 5PRING, NY 105 1 G .�a :i K ".P i. 0(1tFlOR nMSn 5Q REV R ATICM Id4 aoNe+a. Im a71LTRAT N —ATE) R(aARID IN NYSTATD 4M RIaGE ROOF DORMER DETAILS 2a6 SUNASDA 4' STET M414NG p) z� nvmeR AN7 rmHaxrslAe v�roRn �¢"rro nn,`a,lw�"o�vr •it P- .ai HEL5EA MODULAR HOMES, INC. RESERVES THE RIGNT TO MAKE MINOR CHANGE5 IN DIMEN510N5 AS REQUIRED 13Y MOI It FLOOR PLANS AND ELEVATIONS dF ALL CHELSEA MODULAR HOMES -ARC COPYRIGHTED. WE WILL ENFORCE ALL COI ROJECT NAME: BUILDER: JE55LING HEADY CARPENTRY, INC ROJECT SITE: ADDRE55: 18 MILL STREET 10 VICTORIA DRIVE 'UTNAM VALLEY, (PUTNAV) NY COLD 5PRING, NY 105 1 G .�a :i K ".P i. 0(1tFlOR nMSn 5Q REV R ATICM Id4 aoNe+a. Im a71LTRAT N —ATE) R(aARID IN NYSTATD 4M RIaGE ROOF DORMER DETAILS 2a6 SUNASDA 4' STET M414NG p) z� nvmeR AN7 rmHaxrslAe v�roRn �¢"rro nn,`a,lw�"o�vr mllueH.A,�llcm.el, a+m enu.mgn maT.c P- .ai o er.4el®Ie9NL I Tlawc�s c�. TaaaA�o.. ,� a,eAww ..adAaaN,Nae � A 62,3 �c mll .00,a.�m all laonn9mmeol t ' FESSVONP~ N5TRUCTION METHODS. TO PROTECT OUR CONSIDERABLE INVESTMENT IN DEVELOPING THESE PIAN5 AND ELEVATIONS. REV15ION5 PLANS AND P.E. / R.A. STAMP VALID ONLY FOR MODULAR ' CONSTRUCTION BY CHELSEA MODULAR HOMES, INC. 5ECTION5 MANUEALMODU AR"CUM.IN CHELSEA MODULAR HOMES. INC. CAPE �■ P.O. BOX I LOB ROVT[ 9W PHONE: b45-23r,331,1 SHEET # 5-1 MARLBORO, NY 12542 PAX: 845- 236 -408 PROJ. ID #: F792 D WN. BY: J V5 & APP. BY: Ly111 coPTrsIGHr I SS7 Cll s MOD1AAR HDUes. W. - ALL RIGHTS x6BWm THE AKCHITMTU AL t- CDNTAII®n[ARO"l MEC1IDUNDLRSLY - IDZDPTHZOII HGHTK, 171S.c.AS� 5ERIAL #: -- DATE: 05!02/05 r.,TTU Izol -so. Tt95 oRAWTNG SnAU.NOr Lx R19RLp1K29MANTWAYOR LSID Pd(c,,Twx -TRIG AHr a Permit Number REScheck Compliance Certificate Checked By /Date New York State Energy Conservation Construction Code REScheck Soffware Version 3.6 Release la Data filename: H:\ResCheck\F792.rck PROJECT TITLE: F792 COUNTY: Putnam STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non - Electric WINDOW / WALL RATIO: 0.12 DATE: 05 /02/05 . DATE OF •PL.ANS: 5 /02/05.:., _, ... _ •,.... __ .... ' _....__ PROJECT DESCRIPTION: KISS S ING DESIGNER/CONTRACTOR: HEADY CARPENTRY, INC PROJECT NOTES: FLOOR INSULATION BY BUILDER COMPLIANCE: Passes Maximum UA = 275 Your Home UA = 240 12.7% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R-Value IJ Fa toc r �6 Ceiling 1: Flat Ceiling or Scissor Truss 1437 30.0 0.0 50 . Wall 1: Wood Frame, 16" o.c. 1274 19.0 0.0 65 Window: MW 2852: Vinyl Frame, Double Pane with Low -E 86 0.340 29 Window: MW 24210: Vinyl Frame, Double Pane with Low -E 23 0.340 8 Door: 6 -0 SGD: Glass 40 0.340 14 Door: 2 -8 STEEL: Solid 19 0.160 3 Door: 3 -0 EXT: Solid 22 0.160 3 Floor 1: All -Wood Joist/T russ: Over Unconditioned Space 1437 19.0 0.0 68 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`19�.C'5 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release la DATE: 05/02/05 PROJECT TITLE: F792 Bldg. I Dept. I Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R -30.0 cavity insulation Comments:. Above -Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: Windows: ...J._ Window: MW- 2852 ;. Vinyl - Frame, DoublePane,,ASi.h Law- E,_.U- factor:_0.340,..._.. For windows without labeled U- factors, describe futures: ~ # Panes_ Frame Type Thermal Break? [ ] Yes [ J No Comments: [ ] 2. Window: MW 24210: Vinyl Frame, Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: I # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] 1. Door: 6 -0 SGD: Glass, U- factor: 0.340 Comments: [ ] 2. Door: 2 -8 STEEL: Solid, U- factor: 0.160 Comments: [ ] 3. Door. 3 -0 EXT: Solid, U- factor: 0.160 Comments: I • Floors- I.- Floor 1: All -Wood Joist /Truss:Over Unconditioned Space, R -19.0 cavity insulation I. Comments: Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air. I leakage must be sealed. [ ] I 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: [ ] Required on the warm -in- winter side of all non - vented flamed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. j • [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals fDr all installed heating and cooling equipment and service water heating ` equipment must be provided. t [ ] Insulation R- values and glazing U- factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R -8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to RA Supply ducts in unconditioned spaces must be insulated to R -8. Return ducts in unconditioned spaces (except basements) must be insulated to R- �' Return ducts in unconditioned 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 18113.. Exception;. Continuously welded and locking-type longitudinal joints and seams on ducts ' operatmg at less than 2 m w.g (SOO .Pa): ; tx 3" { ' [ •; °] ' he HVAC systern'must provrde,a means for balancing air and water systems. Temperature Coutrols: [ .]. •1 Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non - combustible fireplace doors. Fir laces roust be rovided with.a.souice ofcombustion•air,:'as required'by:the:1 treplace.constructroii 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: [ ] 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. [ ] Insulate circulating Trot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] 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 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minintunt Insulation Thidiness for Circulating Hot Water Pipes. Table 2: Minintunt Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Heated Water Non- Circulating Runouts Circulating Mains and Runouts Temperature ( Fl Up to " Up to 1.25" 1.5" to 2.0" Over 2" 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: Minintunt Insulation Thickness for HVAC Pipes. NOTES TO FIELD (Building Department Use Only) . Fluid Temp. Insulation Thickness in Inches by Pil2e Sim Piping System Types Ranee f F1 2" Runouts 1" and Less '1.25 , to 2 „2.5 , to 4„ Heatin g. Systems Low Pressure/Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 120 -200 0.5 1.0 1.0 L5 Steam Condensate (fbr teed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40 -55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) .