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HomeMy WebLinkAbout3749DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 74.19 -2 -122 BOX 29 1 i. !P1 '� ;1�i - a- 1 m 0--lill P 03749 PUTNAM COUNTY DEPARTMENT OF HEAL" DIVISION OF ENVIRONMENTAL HEALTH SERVICES CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR SEWAGE TREATMENT SYSTEM PCHD CONSTRUCTION PIERMIT # PV-02-09 Located at 133 Wood StreE't Owner /Applicant Name. Michael Marino Town or Village _ Tax Map 74.19 Putnam Valley Block 2 Lot 12.2 Formerly N/ A Subdivision Name M i h a P l M. Marino Subd. Lot # Mailing Address P.O. Box 1.05, Yorktown Heights, New York Date Construction Permit Issued by PCHD 7 / 16 / 2 0 0 9 Separate Sewerage System built by Michael Marino Consisting of 1250 Gallon Septic Tank and 2 ft. wide, 6 ft. on center Other Requirements: Water Sunoly: Zip 10598 P.O. Box 105 Address Yorktown Heights, NY 10598 667 LF of leaching trenches 12" — 18" of bank run fill Public: Supply From or: x Private Supply Drilled by N o r m a n Anderson Address 152 Barger Street Address Putnam Valley, NY 10579 Building Type - 0 n e F am i 1 y R e s i d c n-c e Has erosion control been completed? y Number of Bedrooms 4 Has garbage grinder been installed? _ Yes 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 accordan with the issue CHD Construction Permit and approved plans and the standards, rules and regul�ns of the ut am Count De artment of Health. Date: 6/20/13 Certifiied by P.E. R.A. X (Desi Address2 Muscoot Road 1orth '/ o pay PWfsl5&l # 11056 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 app!ovals are subject to modification or change when, in the judgment of the Director /Commissioner, such revocation, modification or change is necessary. B lth Title: Date: --7 1Pq 4-3 Wh copy - HD File; Yellow copy - uilding Inspector; Pink copy - Owner; Orange copy - Design Professional Form CC -97 PUTNAM COUNTY DEPARTMENT OF HEALTH ])NISI ®N -OF. NVIRONMFN�'AE..HFAIjT SE1t ICES .�.G .r r°:s..`_,�rCA•.- t. -.. .'. -c+. -v .�z e��. -r. ,.- am.r.. -. _.. .. x. __ ,.[. ...,.a n. -qea: .it_�s..<. GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM MICHAEL MARINO Owner or Purchaser of Building MICHAEL MARINO Building Constructed by 133 WOOD STREET Location - Street ONE FAMILY RESIDENCE 74.1.9 2 12.2 Tax Map Block Lot PUTNAM VALLEY TownNillage MICHAEL M. MARINO Subdivision Name 2 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: .._- �.....� .�...:, .... ,h... __ T . 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: nth Day Year 2-01.3 e� General Contractor (Owner) - Signature N/A Corporation Name (if corporation) Address: BOX 105, YORKTOWN HEIGHTS- State NEW YORK Zip 10598 Signature: Title: Own er / Con tractor N/A Corporation Name (if corporation) Address: BOX 105, YORKTOW HEIGHTS State NEW YORK Zip 10598 Form GS -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL, HEALTH SERVICES._._._,. . WELL COMPLETION REPORT Well Location Street Address: 13 J W a �i �� Town/Village: � at�� a. � � Tax Map # �' Maps%'¢. �� Block `� Lot � ;GPS : Well Owner: Name: 1 k / r l tl r l NO l t/t, t? O CX l�Q •1 4t rf G ( l i� J` Use of Well: I�-Resident:ial _Public Supply Air cond /heat pump _Irrigation 1- Primary Business Farm Test/monitoring —Other(specify) 2- Secondary Industrial Institutional Standby Drilling Equipment Wotary _Cable percussion Compressed air percussion —Other(specify) Well Type _Screened "Open end casing _ Open hole in bedrock _Other Total Length J ft. Materials: P"'-Steel Plastic Other Joints: Welded k"-Threaded Other Casing Details Length below l�rad� eft. Diameter -tin. Seal: ✓Cement grout Bentonite Other Drive shoe: Yes _ No Liner: _Yes _"o Weight per foot 116 lb/ft Diameter in Slot Size Length ft Dept to Screen (ft) Develo ed? Screen Details First _Yes _No Second I Hours Well Yield Test Bailed _Pumped _ Compressed Air Hours lYield 1.0 -f- gpm Depth Date Measure from land surface-static specs ft U uring yield test Dept o completed well m . -900 Well Log Depth From Surface Well Diameter ft. ft. If more detailed Water Bearing (in) Formation Description information _ LaKd Siur<ace' descriptions or sieve analyses are available, please attach. If yield was tested Feet Gallons Per Minute Pump /Storage Tank Information Pump Type S - rCapacity ! 0 Depth Zt Model /0J& 7 �+ Voltage 23 HP at different depths during drilling list: Tank Type_SD Volume Date Well }Comp) ted t,_.... .,.... Well Dr►Iler PC (,ert►ficate# '.. Pump testaillefF'C Cert►fcate`# 4 Date of Report s l , W 6 1 IA Driller Name 1 Address" 3 o si 3 �M, Well Driller (signature) x U, Pump Installer Name >�gAddress r a s }y�r �, t ryaaa t,Lr /� yy e1 � , ,t•& a. .K ..s a sbii�5n; Pu p Installer (s►gnaturejs �•' ''fit NOTE: Exact Location of well with distances to atleast two permanent landmarks t be pfovided 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 -:04/23/2012 02:32 8456282807 JOEL GREENBERG PAGE 02 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES ATTENTION .JOSEPH GENE REQUEST FOR FINAL INSPECDON For: dill All information must be fifily completed prior to any 'Trenches x inspections being made. pCHD Construction Permit 4 P V – 0 2 = 0 9 Located: jdoa ,;tr -Aet (T) (V) Putnam Valley Owner /Applicant Name: Mike Marino T1v1 1,() Block 2 Lot Formerly: Mike rra r i m, n Subdivision Name: 1 a r i n o Subdivision Lot #' ! _ Is system fall completed? — Date: ' Is system complete? Ye s Date. 4/16/12 Is system constructed as per plans? Yes I ateJune 1S well drilled? Ygs , I7 , 2011 _ Is well located as per plans? Y e $ -- Are erosion control measures in place? yP, �q I certify that the system(s), as listed, at the above premises has been constructed and I have.irnspected and verified their completion in accordance with the issued PC14D Construction Permit and a -brp-o: ed.plans-and -the Standards, Rules and Regulations of the Pu ounty Department of Tate: 4/17/12 Certified Address: 2 Comments La Form FIR -99 PE RA �ir( Cell 9/`/` y 97- 0 4' g 0 04/23/2012 02:32 8456282807 JOEL.GREENBERG PAGE 01 FAX TRANSMITTAL <Z:�f - & NO. - -- i � • Y) t7 Alm- pip �r Of�� IF f �� •' ww' • []YES NO REM KS: Two Muscoot. Road North Mahopac, N" York 10541 P: (845) 628 -6613 F: (845) 628 -2807 10h :Y 3tziy 7; 42009 �° ®�° Steven W: Lawitts Michael Budzinski, P.E. pEP/lRYNIEIdT.OI =: _ , Putnam County Department of Health ErdviRONI�ENiT►L , 1 Geneva Road PROTECTION! _ . _ Brewster, New York 10509 465 Columbus Avenue Re: Marino Residence Lot # 2 - SSTS Valhalla, New York - 10595 -1336 Wood Street, (T) Putnam Valley TM # 74.19 -2 -12.2 Amawalk Reservoir Drainage Basin DEP Log # 2009 -AM -0172- DJS.1 Steven W: Lawitts Acting Commissioner, . Dear Mr. Budzinski: Tel. (718)595 -6565 . Fax (718) 595 -3557 The New York City Department of Environmental Protection (DEP) has determined that the above - referenced application, received by the DEP on June 25, 2009, is complete. The DEP has no objection to the approval of the above - referenced regulated activity. This determination is based on the review of submitted. documents including the plan titled "SSTS Plan for Marino Residence, Lot # 2, Wood Street, Town of Putnam Valley, Putnam County, New York ", Bureau of Water Supply prepared by Architectural Visions, dated March 16, 2009, last revised June 13, Paul V. Rush, P.E. 2009. Deputy Commissioner Tel (914) 742 -2001 Please have the applicant contact David Alderisio at (914) 742 -201.0 at least two Fax (914) 741 -0348 days prior to start of construction of the SSTS so that the DEP may inspect and 1T1o1utor 1i1e'lnstallatwn: Sincerely, ` Danny Shedlo, P.E. Civil Engineer III Wastewater Design Review xc: Roger Sokol, PhD., NYSDOH �0 --- ------ of ` p • ` ``CP . ,O. fir. vov. nvc.gov (dept Government Information s t > and Services for NYC . 1 BRUCE R FOLEY • - -. _ _ _ _ _ _ LORETI'A MQLINAP.I .. ,..Pa�51ia`��E�sflfe= -•Director-.. , . �. -- te. -• .. ..' - _ ,. :. _ ,,,,R„•,.. -:_ _: . Associate Public Health Director w Director of Patient Services DEPARTMENN7 OF HEALTH 1 Geneva Road ' Brewster, New York 10509 Environmental Health (914) 278 - 6130 Fax (914) 278 - 792I Nursing Services (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914)'278 - 6085 Early Intervembon (914) 278 - 6014 preschool (914) 278 -6082 Fax (9I4) 278 -6'648 r TO: DEPARTMENT OF ENGINEERING AND DESIGN REVIEW i DELEGATION STATUS FOR SUBSURFACE SEWAGE TREATMENT SYSTEM PROGRAM JOINT REVIEW PROJECT: r r- V- TOWN: REVISION DATE: (J 11lLiV 2) . i, June 13, 2009 Joseph S. Paravati, Jr. Assistant Public Health Engineer Putnam County Health Department 1 Geneva Road Brewster, NY 10509 Re: Proposed SSTS - Marino Wood Street Putnam Valley, TM # 74.19-2-12.1 (Subdivision Lot#2) Dear Mr. Paravati, The following is in response to your letter dated June 10, 2009: The curtain drain has been replaced with an open grass swale. A single siphon has been specified. The alarm has been annotated. Enclosed is a signed and approved well abandonment form dated Sep 7 2007. SI/ All metes and bounds have been depicted. --fiZ.--.-...,.A.,�,stibiliz.e.d,.C.onstru-ction-Entra.n.ce has ..been provided at the end of-th.e ---'----dxisti-ffg W;phaItdriVeway-.--- All the pipes from the distribution box are shown. A level spreader has replaced the splashguard. _,9,' , A location map has been added. iQ/ The property line has been labeled. If you have any questions, please do not hesitate to contact me. Two Muscoot Road North Mahopac, New York 10541 P: (845) 628-6613 F: (845) 628-2807 Email: *oel.greenberq(-a)arch-visiohs.com PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION._OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO ABANDON A WATER WELL please print or type PCHD PERMIT Well Location: Street Address: Town /Villag i e Tax Grid # tt 1 M p.� Block , Lot(s) Well Owner: Name: Address: gild Jiw � .a L Xk :LJ `r Q :V. Well Type: Drilled Driven Dug Gravel Other Depth Data: Well Depth _ ft =Static ater Level ft Date Measured Use of Well: Residential Public Supply Air /Cond/Heat Pump Abandoned I= rimary Business Farm Test/Observation Other (specify) - secondary Industrial Institutional Standby Water Well Name: Address: Contractor: :Q, =11, -= \V s rE Reason For Abandonment: f �� �f % .� "1"y,.`>`.r Description of Work To Be Performed: Applicant Signature: Date: 1 .y ,�,, ; . 1, PEIIT This permit, to abandon one wager well asset 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. J Date of Issue Permit Issuing Official Title White copy: HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WA -97 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health . June 10, 2009 Joel `Greenberg, R.A. 2 Muscoot No. RFD 2 Mahopac, NY 10541 DEPARTMENT OF HEALTH 1. Geneva Road. Brewster; New York 10509 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health Re: Proposed SSTS — Marino Wood Street (T) Putnam Valley, TM # 74.19 -2 -12.1, Lot # 21 . Dear Mr. Greenberg: 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. Why is a curtain drain being proposed? A curtain drain is not required and it should be removed: 2. The siphon detail is still for dual* alternating siphons. Only one siphon is. to be used.. 3. The alarm for the dosing chamber is not labeled. 4.. The well abandonment application ,needs to be made for the existing well on lot # 3., Approval will not be granted until the application for abandonment is approved. 5:, The entire property with metes and bounds i.s.to be shown. It can be at a reduced scale if y _.,necessar` _ ... .. 6. As pet the DEP comment letter dated April 28, 2009, provide a stabilized construction entrance detail on the site plan. 7. Clarify site plan'to show all lines from the distribution box. 8. Use a rip rap level spreader instead of the splash guard shown on the site plan. In addition, provide a detail showing the rip rap outlet protection. 9. Provide a general location map on the site plan. 10. Label the property line on the site plan. This office will continue its review upon consideration of'the above - mentioned comments. Please feel free to contact me at est. 2157 if any questions arise. . Very truly yours, . e oseph iS. Paravati, Jr. Assistant Public Health Engineer JSP /kly cc: D. Alderisio, DEP 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 Nursing Home Care Fax (845) 278 -6085 WIC (845) 278 -6678 Early Intervention / Preschool (845) 228 -2847 Fax (845) 225 -1580 Michael Budzinski, P.E. - �a Putnam County Department of Health_ 1%W'or 1 Geneva Road Brewster, New York 10509 DEPARTMENT OF ENVIRONMENTAL PROTECTION 465 Columbus Avenue Valhalla, New York 10595 -1336 Steven W. Lawitts Acting Commissioner Tel. (718) 595 -6565 Fax (718) 595 -3557 Bureau of Water Supply i Paul V. Rush, P.E. Deputy Commissioner Tel (914) 742 -2001 Fax (914) 741 -0348 Re: Marino Residence Lot # 2 - SSTS Wood Street, (T) Putnam Valley TM # 74.19 -2 -12.2 Amawalk Reservoir Drainage Basin DEP' Log # 2009 -AM -0172- DJS.1 Dear Mr. Budzinski: June 3, 2009 The New York City Department of Environmental Protection (DEP) has determined that the above - referenced application received by the DEP on May 27, 2009, is incomplete. The following information is required before the DEP may commence its review: • As per the DEP comment letter dated April 28, 2009, provide a stabilized construction entrance detail on the site plan. • Clarify site plan -to show all lines from the distribution box. • Show the curtain drain on the SSTS profile. • Provide a protective sleeve for the effluent line where it crosses the curtain drain. • Use a rip rap level spreader instead of the splash guard shown on the site plan. In addition, provide a detail showing the rip rap outlet protection. • Show the location of the required vertical standpipes for the curtain drain. In addition; provide the construction details on the site plan: • Provide a general location map on the site plan. • Label the property line on the site plan. • As per sheet AS -402, explain the use of dual alternating siphons for a design flow less than 1000 gallons per day. If you have any questions regarding this matter, please contact the undersigned at (914) 742 -2010. Sincerely, c David Alderisio Associate Project Manager Wastewater Design Review tr"`lK C,7r uer ir7^�E; 1 t xc: Roger Sokol, NYSDOH cam. Putnam Valley Planning Board nv w,v.av- .gov�idep `I DIAL Government information 3 t > and Services for NYC FAX TRANSMITTAL • • MaRITTED (including cover 1 1 CEO- vuuj� il+"RIM '1 �. .r • R =TO FOLLOW: 0 Yl=-SANO 01, — , . '.. I REMARKS: Two Muscoot Rosin North Mshopac. New York 10541 F'i (845) 626 613 P (845) 628 -2807 Email: �I�re��70or arch- visions.twm, 05/19/2009 11:12 8456282807 JOEL GREENBERG PAGE 02 NEIL' May 19, 2009 Joseph S. Paravati, Jr. Assistant Public .Health Engineer Putnam County lie +aith Department 1 Geneva !load Brewster, NY 10500 Re: Proposed SSTS - Marino Wood Street Putnam Valley, TM # 74.19- 2- 12.1(Subdivision Lot#2) Dear Mr. Paravati, The following is in response to your letter dated April 30, 2009: cl'._< The notes have been relabeled. The subdivision lot number is now on the plan. 4 The $ST.9 schedules have been removed. All of the SST$ grading is shown on sheet AS -401. The size of the dosing chamber has been added and detailed. All existing wells and. septic systems have been shown. The dual - alternating siphons have.-been changed..- •�iie wili'provide_a for the well existing well on lot #3. The alarm for the dosing chamber is shown. 12" of sand /pea.gravel is shown under the distribution box. The trenches are now shown to be installed level. 2. The rip /rap swale is shown on the plan. The drywell is labeled and the roof drains connect to it. A diversion swale has been added on the.uphill side of the trenches. The dosing volume has been clarified. please do not hesitate to contact me. Two Muscoot Road North Mahopap, New York 10541 P: (845) 62 8-6613 F: (845) 628 -2807 Email: Joel,prconbera(aarch- visigngcom 7 f� SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health April 30, 2009 Joel Greenberg, R.A. 2 Muscoot No. RFD 2 Mahopac, NY.10541 Dear Mr. Greenberg: ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health DEPARTMENT OF HEALTH I Geneva, Road. Brewster, New York 10509 Re: Proposed SSTS — Marino Wood Street (T) Putnam Valley, TM # 74.1.9 -2 -12.1, Lot # 2 This office in conjunction with the NYCDEP has received and reviewed the most recent set of plans for the above - mentioned project. We would like to offer the following comments for your review and consideration. 1. The "General SSTS Notes" should be relabeled to read "PCHD Construction Notes ".. 2. Please provide the subdivision lot number on the plan. 3. All SSTS schedules are to be removed. .. 4. All of the SSTS grading doesn't appear to be shown on sheet AS -401. 5. The actual size of the dosing chamber should be provided in gallons (not the dose volume). Size should be provided in the plan_and profile view, and the detail. 6. All existing wells and septic systems within 200 feet are to be shown. 7. Why are dual alternating siphons being proposed for a residential lot under 1000 gallons design flow? 8. A well abandonment application is to be provided for the well or the existing lot (lot # 3). .9: Provide a detail showing an alarm for the dosing chamber. 10. Provide a detail showing 12 inches of sand /pea gravel below the distribution box. ,11. The typical trench detail must be revised to show the trenches installed level. 12. A rip /rap swale detail is shown. Provide the location of the swale on the plan. . Environmental Health (845) 278 -6130 fax (845) 218 -7921 Water Supply Section .(845) 225 -5186. Fax (845) 225 -5418 Nursing Services (W)278-6558 Fax (845)278 -6026 Nursing Home Care Fax (845) 278 -6085 WIC (845)M-6678 Early Intervention /Preschool (845) 228 -2847 Fax (845) 225 -1580 r 13. Label the proposed drywell on the SSTS plan. Are the roof drains to be connected to the proposed dry well? If not, show the location of the roof drains discharge site. _._�; �.., lY• A.. • 14. t e laced�crt- i u ni44 ide o f the-= bsa 4i to prevent, storm.water runoff from entering the fill area. 15. ..Sheet AS -401. states a dosing volume of 327 gallons per dose, sheet AS -402 stated 472 gallons per dose. Please clarify. This office will continue its review upon consideration of the above - mentioned comments. Please feel free to, contact me at est. 2157 if any questions arise. Very truly yours, f seph S..Paravati, Jr. Assistant Public Health Engineer JSP /kly cc. D. Alderisio, DE -P 11• Tel. (718) 595-6565 Faz'{718) 595 -3557 The New York City Department of Environmental Protection (DEP) has determined that the above - referenced application received by the DEP on April 9, 2009, is incomplete. The following information is required before the DEP may commence its review: ® Provide a detail showing an alarm for the dosing chamber. Bureau of Water Supply ® Provide a detail showing 12 inches of sand/pea gravel below the distribution box. Paul V. Rush, P.E. Deputy Commissioner e The typical trench detail must be revised to show the trenches installed level. A rip /rap swale detail is shown. Provide the location of the swale on the plan. Fax (914) 741 -003434 8 e s Tel (914) 742 - e Provide a stabilized construction entrance detail on the plan ®, Label, the proposed drvwell on the SSTS plan. Are the roof drains to be, _ - -' o6 riected to the proposed dry -wel1? ' If'rioT; -show the focati on of ,tile roof drains discharge site. ® A diversion swale should be placed on the uphill side of the absorption area to prevent stormwater runoff from entering the fill area. ® Sheet AS -401 states a dosing volume of 327 gallons per dose, sheet AS- 402 states 472 gallons per dose. Please clarify. OEM V�Rr1ry,�fENTAt YHOiE�j� `,• t--.xwiv.r qoo dep K ow government Information sri and Services for NYC If you have any questions regarding this matter, please contact the undersigned at (914) 742 -2010. Sincerely, David Alderisio Associate Project Manager Wastewater Design Review xc: Roger Sokol, P.E., NYSDOH Michael Budzinski, P.E. Putnam County Department of Health . ®EP�,RTo =N r of 1 Geneva Road " :EryVIRONMENTAL Brewster, New York 10509 ' PROTECTIOiV Re: Marino Residence Lot # 2 - SSTS as5'col�meu"s`a�e��e Wood Street, (T) Putnam Valley Valhalla, New York 10595 -1336 TM # 74.19 -2 -12.2 Amawalk Reservoir Drainage Basin DEP Log # 2009 -AM -0172- DJS.1 Steven W. Liwitts ,Acting Commissioner Dear Mr. BudzlnSkl: Tel. (718) 595-6565 Faz'{718) 595 -3557 The New York City Department of Environmental Protection (DEP) has determined that the above - referenced application received by the DEP on April 9, 2009, is incomplete. The following information is required before the DEP may commence its review: ® Provide a detail showing an alarm for the dosing chamber. Bureau of Water Supply ® Provide a detail showing 12 inches of sand/pea gravel below the distribution box. Paul V. Rush, P.E. Deputy Commissioner e The typical trench detail must be revised to show the trenches installed level. A rip /rap swale detail is shown. Provide the location of the swale on the plan. Fax (914) 741 -003434 8 e s Tel (914) 742 - e Provide a stabilized construction entrance detail on the plan ®, Label, the proposed drvwell on the SSTS plan. Are the roof drains to be, _ - -' o6 riected to the proposed dry -wel1? ' If'rioT; -show the focati on of ,tile roof drains discharge site. ® A diversion swale should be placed on the uphill side of the absorption area to prevent stormwater runoff from entering the fill area. ® Sheet AS -401 states a dosing volume of 327 gallons per dose, sheet AS- 402 states 472 gallons per dose. Please clarify. OEM V�Rr1ry,�fENTAt YHOiE�j� `,• t--.xwiv.r qoo dep K ow government Information sri and Services for NYC If you have any questions regarding this matter, please contact the undersigned at (914) 742 -2010. Sincerely, David Alderisio Associate Project Manager Wastewater Design Review xc: Roger Sokol, P.E., NYSDOH SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New .York 10509 ROBERT J. BONDI County Executive' ROBERT MORRIS, PE, 'Director of Environmental Health April 2, 2009 Joel Greenberg, R.A. 2 Muscoot No. RFD 2 Mahopac, NY 10541 RE: Proposed SSTS —Marino, Lot 2 Wood St (T) Putnam Valley Reservoir Basin - Amawalk Dear Mr. Greenberg: The Putnam County . Department of Health (Department) has determined that. the above referenced application, including fee, and received by this Department on March 18, 2009 is complete. The Department will notify you by April 28, 2009 of its determination. O The Project has, been 'delegated to the Putnam County Health Department for review pursuant to the guidelines set forth in the Watershed Agreement. Z Joint review .with the NYCDEP will commence pursuant` to the guidelines set forth in the Watershed Agreement. If the Department fails to notify you within the above referenced time frame, you may notify the . Department of its failurf; by certified mail, return receipt requested. The notice should be sent to my attention at the above address. This notice must include your name, the location of the _... _._... - _project; th9 offic- e•vaith- which -you. fi -led 14' uppl ,anon or- igirrally; and a statement tiiat-a ctecisior-- is sought in accordance with section 18 -23 (d) (6) of the NYC Dept. of Environmental Protection Watershed Rules and Regulations. If. the Department fails to notify you within 10 days of the receipt of the notice, your application will .be deemed complete, subject to standard terms and conditions as set forth in the regulations. Please be advised that projects within the NYC Watershed may also require Department of Environmental Protection review and approval of other aspects of a project, such as stormwater plans or the creation of impervious surfaces, and the project applicant should contact the Department of Environmental Protection regarding such activities to see if. Department of. Environmental Protection review and approval is required. If you have any questions regarding this matter, please.call me at (845) 278 -6130 ext. 2157. Very truly yours, jseph S. Paravati, Jr. Assistant Public Health Engineer JSP:kly 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 . BRUCE -R. FOLEY -� y ... sociate ic• ri2ailrk Dtrestor _. . � .� ,, _LORETTA MOLINARI RN., M S`N public }iealtk `v�eetor ""s PuBi' Director of Patient Services DEPARTMENT' OF. EEALTE I Geneva Road Brewster, New York 10509 Environmental Health (914) 278 - 6130 Fax (914) 278-7921' Nursing Services (914)278-6558 WIC (914) 278 - 667& Fax (914) 278 - 6085 Early Intervention (914)278,-6014 Preschool (914)278-6.082 Faz (914) 278 - 6648 TO: DEPARTMENT OF ENGINEERING AND DESIGN REVIEW � LJ DELEGATION STATUS FOR SUBSURFACE SEWAGE TREATMENT SYSTEM PROGRAM JOIllT7' RE VIET� PROJECT: I V l Gt.��,1 c�ii�i? �Z TOWN: SUB'D APP DATE: NOTICE OF COMPLETE APPLICATION: DATE. ❑ Within the drainage basin of West Branch or Boyds Comer Reservoirs. . ❑ Within 500'feei of a reservoir, reservoir stem or control lake. Within 200 feet of a watercourse or a DEC wetland and appearing on a subdivision map approved after'December 31, 1992. ❑ Design flow greater than` 1000 gallons /day. C7 (MEV) TRANSMITTAL LETTER TO: PUTNAM CTY. HEALTH DEPT. FROM: JOEL GREENBERG ATTENTION: JOE PARAVATI WE TRANSMIT: IZI Attached VIA: FOR: THE FOLLOWING ID Mail ❑ Other 0 Approval /Action • Use as requested • Comment Drawings ❑ Other DATE: 3 -16 -2009 PROJECT: MARINO SUBJECT: CONSTRUCTION PERMIT ❑ Under separate cover ❑ E -mail ❑ Courier • Information • Distribution • Specifications • Other • Submittals No. of Copies Date Drawing Description REMARKS: FIND DRAWINGS :AND- APPLI-GATIONI OR A- CCNSTRUI TION- PERMIT. THANKING YOU IN ADVANCE FOR YOUR EXPEDITIOUS HANDLING OF THIS MATTER. BY: COPIES TO: Two Muscoot Road North Mahopac, New York 10541 P: (845) 628 -6613 F: (845) 628 -2607 Email: joeLgreen berg �earch -vision s.com ; V� `,Rf 7 /'Y�`>� ®1�1tPEI IIt 1WnTQ SEW,IGE TREA PM11? �dT 4 °VQTWM PERMIT # V —() a — o�i Located at Wood Street Town or Village Putnam Valley Subdivision name m a r i n, Subd. Lot # _Z Tax Map -7,d _ 1 ca Block ? Lot 1 2. 2 Date Subdivision Approved August 2 0 0 7 Renewal Revision Owner /Applicant Name Michael M a r i n o Mailing Address P.O. Box 105, York Amount of Fee Enclosed $ 5 0 0.0 0 V Building Type Res. House Date of Previous Approval wn heights, NY ZipNih Lot Area 1.18 No. of Bedrooms 4 Design Flow GPD 800 Fill Section Only Depth Volume PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage System to consist of 1 2. S () gallon septic tank and 6c,7 r. f n f 2' wide leaching trenches @ 6' oc Other Requirements: 12 " — 18 ° r) f fill To be constructed by to be selected Address Water Suualy: Public Supply From Address SFi c�c i.�..: or-!- .: _..Private.Supply. Draled. by:: t �, h P - .Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatment system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of thapproval of the Certificate of Construction Compliance of the original system or any repairs thereto. A / f FF APPROVER PAR CONSTRUCTION: This approvAl expires two years from the date issued unless construction of the sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new ermit. A pro for discharge of domestic sanitary sewage only. y: Title: Date: Wh' a copy - HD File; Yellow copy - huilding Inspector; Pink copy - Owner; Orange copy - Design Professional I Form CP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL please,printor4ype.. - - �.-Q p PC,I?D.Permli.:�: Well Location: Street Address: Town/Village Tax Grid # Wood Street Putnam Valley Map74.19Block 2 Lot(s)12.2 Well Owner: Name: Address: Michael Marino Wood Street, Putnam Valley, NY 10579 Use of Well: x Residential Public Supply Air /Cond/Heat Pump Irrigation 1- primary Business Farm Test/Monitoring Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought 5 gpm # People Served 4 Est. of Daily Usage 800 gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling x New Supply (new dwelling) Deepen Existing Well Detailed Reason for Drilling Well Type x Drilled Driven Gravel Other Is well site subject to flooding'' .... ............................... .............. ............................... Yes No �s- Is well located in a realty subdi vision? ...................................... ............................... Yes x No Name of subdivision Mari n e-) Lot No. 2 Water Well Contractor: to be selected Address: Is Public Water Supply available to site? .................................. ............................... Yes No X Name of Public Water Supply: N/A Town/Village N/A Distance to property from nearest water main: N/A Proposed well location & sources of contami"be d o sep ate sheet/plan. Date: 3 -16 - 0 9 Applicant Signature: roject Architect PERMIT TO �dSTRUCT 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 tine well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a. new permit. Well to be constructed by a water well driller certified by Putnam County. w Date of Issue Ja O Gi Permit Issuing Offic' Date of Expiration L Title: Permit is Non- Transfirrable White copy- HD file; Yellow copy -Building Inspector; Pink copy - Owner; Orange copy -Well driller Form WP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH F _ DIVISION OF ENVIRONMENTAL HEALTH SERVICES WELL ABANDONMENT REPORT. Drilled Driven Dug Gravel Well Depth o2 00 ft �•eS` C'PiCGY vlC ti\ �(ew Gvcl� o�rl /l Static Water Level Other ft Date Measured WELL ABANDONMENT CERTIFICATION I, undersigned, hereby certify that the abandoment of the above - referenced water well has been accomplished and completed in accordance with the methods described in Permit # to abandon said water well. Date: `/—/ 6 n 47 1 Signature: '�o Print Name: Address: ?0 "fie K t a s Form WAR -97 PCHD Well Abandonment Permit # please print or type f1Ve11 Lgcation Street Address: TownNillage Tax Grid # Ma7N• I g Block Lot -.. p Welt Over "� Name: Address: Q. A4TZ1lkk0 r s g)"V/&V 6-4 �vTivd li�1u. Y, �.Y lrr; Drilled Driven Dug Gravel Well Depth o2 00 ft �•eS` C'PiCGY vlC ti\ �(ew Gvcl� o�rl /l Static Water Level Other ft Date Measured WELL ABANDONMENT CERTIFICATION I, undersigned, hereby certify that the abandoment of the above - referenced water well has been accomplished and completed in accordance with the methods described in Permit # to abandon said water well. Date: `/—/ 6 n 47 1 Signature: '�o Print Name: Address: ?0 "fie K t a s Form WAR -97 Sheet _of�[_ PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION O_ F El'�ivlRO FIELD ACTIVITY REPORT NAM E& Tel; Street Town State Zip PERSON IN CHARGE _ OR TNTFRVTFWFT): /t'JIG W-Z �jJJK/A)D T)atP_ :eZ 7 /091 Name and Title TYPE OF FACILITY: 1:>/,0a"-- E ,4,4I L y 71ES I . a r TNS F.C..TOR' :;K Else : TFT Signature and Title DDnnn r nT`f�T'.TxTCTI nV• I acknowledge receipt of this report: SIGNATURE; 02/96 R av PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION FOR APPROVAL OF PLANS FOR _ A WASTEWATER TREATI 1. Name and address of applicant: MICHAEL MARINO YORKTOWN HEIGHTS, NY 10598 2: `Name of project: MAR-1-NO 3.° Location T/V: PUTNAM VALLEY 4. Design Professional: JOEL - GREENBERG 5. Address: 6. Drainage Basin: ��� /`�a'►��; �s l i<f%��''' -TWO MUSCOOT ROAD NORTH MAHOPAC, NY 10541 7. Type of Project: X Private/Residential Food Service Commercial .Apartments Institutional Mobile Home Park Office Building Realty Subdiyision. Other (specify) 8. Is this project subject to State Environmental Quality Review (SEQR)? Type Status (check on. e) ....................... ............................... Type I. Exempt Type II - yL Unlisted 9. Is a Draft Environmental Impact Statement (DEIS) required? ......................... N/A 10. Has DEIS been completed and, found acceptable by Lead Agency? ............... N/A 11. Name of Lead Agency N/A 12. Is this project in an area under the control of local, planning, zoning, or other officials, ordinances? ... _ YES 13. If so, have plans been submitted to such authorities? ........ ............................... YES 14. Has preliminary approval been granted by such authorities? YE s Date granted: 15. Type of Sewage Treatment System Discharge .................. surface water x groundwater 16. If surface water discharge, what is the stream class designation? .................... N/A 17. Waters index number ( surface) ........................................... ............................... N/A 18. Is project located near a public water supply system? ....... ............................... No 19. If yes, name of water supply . N/A Distance to water supply N/A 20. Is project site near 'a public sewage collection or treatment system? ................ No 21. Name of sewage system N/A Distance to sewage system 22. Date test holes observed 12/13/02 & 23. Name of Health Inspector Joe P a r a v a t i 06/26/07 24. Project design flow (gallons per day) 800 GPD 25. Is State Pollutant Dischmge Elimination System ( SPDES) Permit required ?... No 26. Has SPDES Application been submitted to local DEC office? ......................... N/A Form PC -97 8/99 2 27. Is any portion of this project located within a designated Town or State wetland? NO 28: ; Wetlands rlucr:: :, ...... .,i.....:. .............. =r r y, ..: ,,:_,:. •C�: .... , ti.... -. . --. ai fY. • a . t � R+rs• -tee+ � er. _ +�. c r'-"^ _ - �- Y - -- K-ri- - -... eu. .. � r . .. x. w�. N/A . w -.. -- r -r a �.r ...�.... - 29. Is Wetlands Permit required? .............................................. ............................... NO Has application been made to Town or Local DEC office? .................... N/A 30. Does project require a DEC Stream Disturbance Permit? .. ............................... No 31. Is or was project site used for agricultural activity involving application of pesticides to orchards or other crops, solid or hazardous waste disposal, landfilling, sludge application or industrial activity? ........... Yes/No NO 32. Is project located within 1,000 feet of existing or abandoned landfill,' hazardous waste site, salt stockpile, landfill, sludge disposal site or any other potentially known source of contamination? .........Yes/No NO DESCRIBE: 33. Is there a local master plan on file with the Town or Village? ......................... YES 34. Are community water and/or sewer facilities planned to be developed within 15 years in or adjacent to project site? ..................... :.......................................... NO 35. Are any sewage treatment areas in excess of 15% slope? .......................... No 36. Tax Map ID Number ........................... ............................... Map. 9' : Block 2 Lot 12 2 37. Approved plans are to be returned to ..... Applicant x Design Professional uYplieutionsyrr rcv:cw-�d upfroval ofa new SS1rS to be loa�cd=w�hiri ° °thz °NIr� `JVatersiic ci shall-1- be sent to the Department, and need not be sent in duplicate to the DEP, although the project may require DEP approval of the SSTS prior to final approval by the Department. Projects within the watershed may also require DEP review and approval of other aspects of a project, such as stormwater plans or the creation of impervious surfaces, and the project applicant should obtain the appropriate forms for such activities from DEP and submit those forms to DEP for review and approval. If the application is signed by a person other than the applicant shown in Item l .,the application must be accompanied by a Letter of Authorization (Form LA -97). Failure to comply with this provision may be grounds for the rejection of any submission. I hereby affirm, under penalty of perjury, that information provided on this form is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Sectioq,)210.45 of the Penal Law. SIGNATURES & OFFICIAL TITLES. o , P.O. Bog 105 Z ;:.. Mailin g A dress :..... ............................... Yorktown .Hei hts , New York 10598 PUTNAM COUT'NY"'DEPARTM'ENT OF- HEALT —H- -: --- DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET- SUBSURFACE SEWAGE TREATMENT SYSTEM LOT #2 Owner:: MIKE MARINO Address: SKYVIEW LANE Located at (Street) SKYVIEW AND WOOD Tax Map 74.19 Block 2 Lot 12.2 (indicate nearest cross street) Municipality PUTNAM VALLEY Watershed: AMAWALK Soil Percolation Test Data Date of Pre - Soaking: JUNE 25 2007 Date of Percolation Test: JUNE 26 2007 Hole No. Run No. Time Start Stop Elapse Time (Min.) Depth to water from Ground surface(inches) Start' Stop Water level drop in inches Percolation rate Min / Inch 3 1 9:27 9:46 19 23 26 3 19/3 =6.33 2 9:52 10:11 19 23 26 3 19/3 =6.33 3 10:13 10:33 20 23 26 3 0/3 =6.67 4 5 4 1 9:29 9:59 30 231/2 261/2 . 3 0/3 =10 2 10:02 10:32 30 23 26 3 0/3=10 3 10:37 11:03 30 23 26 3 0/3 =10 5 1 2 3 4 5 Notes: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtaines at each peculation test hole. (i.e. < min for 1 -30 min / inch, < 2 min for 31-60 min / inch). All data to be submitted for review. 2. Depth measurements to be made from top of hole. .e.. .. ..... •rT ..G ..n. � .......c. C. - -a' -•.. ., Y. .T.. � d .. .. .. "�.. ...y t N� -, T'V :r✓it ^'I •'t '.u,:� :. K:BC: �Mlt �.. r� s. nf.�[. ... S tti_. � -. _�... a t. .T+rt ..N s "N�'^YiF �t:n Depth G.L. 0.5' 1.0' 1.5' 2.0' 2.5' 3.0' 3.5; 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 8.5' 10.0' Test Pit Data Description of Soils Encountered in Test Holes Indicate level at which groundwater is encountered: NONE Indicate level at which mottling is observed: NQNF Indicate level at which water level rises after being encountered: N/A Deep holes observation made by: JOE PARAVATI Date: 26 JUN 2007 Design Professional Name: Address: TWO MUSCOOT Signature: Design Prc fessional's Seal jEREQ�R >0 . - -- .(" i.. .. . .: • •. r.,- ..:PlJTNAM-00U'TNY_ 'DEPARTMENT.- OF=- H :EALTH —" - DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA :iHEET- SUBSURFACE SEWAGE TREATMENT SYSTEM LOT #2 Owner:: MIKE MARINO Address: SKYVIEW LANE Located at (Street) SKYVIEW AND WOOD Tax Map 74.19 (indicate nearest cross street) Block 2 Lot 12.2 Municipality PUTNAM VALLEY Watershed: AMAWALK . Soil Percolation Test Data Date of Pre - Soaking: 12/12/02 Date of Percolation Test: 12/13/02 Hole No. Run No. Time Start Stop Elapse Time (Min.) Depth to water from Ground surface(inches) Start Stop Water level drop in inches Percolation rate Min / Inch 1 1 12:10 12:40 30 21 22 1 0/1 =30 2 12:42 1:12 30 21 22 1 0/1 =30 3 1:13 1 :43 30 21 22 1 0/1 =30 4 5 2 1 12:13 12:43 30 22 24 2 0/2 =15 2 12:44 1:14 30 22 23.75 1.75 0/1.75 =17 3 1:17 1:47 30 22 23.75 1.75 13/1.75 =17 5 1 2 3 4 5 Notes: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtaines at each pecolation test hole. (i.e. < min for 1 -30 min / inch, < 2 ruin for 31 -60 min /.inch). All data to be submitted for review. 2. Depth measurements to be made from top of hole. Depth Description of Soils Encountered in Test Holes G.L. TOPSOIL TOPSOIL 0.5' 1.0' 1.5' 2.0' IF 2.5' BROWN SILTY LOAM 3.0' 3.5; BROWN SILTY LOAM 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 8.5' 9.0' 9.5' 10.0' Indicate level at which groundwater is encountered: 6'-4" Indicate level at which mottling is observed: NONE Indicate level at which water level rises after being encountered: 6'-4" Deep holes observation made by: JOE PARAVATI ^ Date: 12/13/2002 Design Professional Name: JOEL GREENBERG, A16ANCARB / 1 Address: TWO MUSCOOT ROAD NORTH Signature: 617.20 Appendix C State Environmental Quality Review For UNLISTED ACTIONS Only PART 1 - PROJECT INFORMATION (To be completed by Aoolicant or Proiect Soonsorl 1. APPLICANT /SPONSOR 2. PROJECT NAME MICHAEL MARINO MARINO 3. PROJECT LOCATION: Municipality PUTNAM VALLEY County PUTNAM 4. PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc., or provide map) WOOD STREET & SKY VIEW LANE 5. PROPOSED ACTION IS: ❑✓ New F] Expansion Modification /alteration 6. DESCRIBE PROJECT BRIEFLY: NEW HOUSE 7. AMOUNT OF LAND AFFECTED: Initially 0.89 acres Ultimately 0.89 acres 8. WILL PROPOSED ACTION COMPLY 1VITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? 0 Yes E] No If No, describe briefly Front yard Variance required from Zoning Board of Appeals 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? Residential Industrial E] Commercial Agriculture Park/Forest/Open Space E] Other Describe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR LOCAL)? 17 Yes E] No It Yes, list agency(s) name and permit/approvals: Carmel Building Department 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ❑ Yes ✓❑ No If Yes, list agency(s) name and permit/approvals: 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT /APPROVAL REQUIRE MODIFICATION? Yes No I CERTIFY THAT THE INFORMATION PRO D ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor am MICHAEL, MARINO Date: 3/16/2009 Signature: Project Architect If th a ion is in the Coastal Area, nd you are a state agency, complete the astal Assessment Form bed re proceeding with this assessment OVER 1 PART If IMPACT ASSESSMENT (To be completed by Lead Agencv) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PART 617.4? If yes, coordinate the review process and use the FULL EAF. Yes No - = , -�--�- Wiz-° -_ _ . B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.6? If No, a negative declaration may be superseded by another involved agency. Yes ❑✓ No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible) C1. Existing air quality, surface or groundwater quality or quantity, noise levels, existing traffic pattern, solid waste production or disposal, potential for erosion, drainage or flooding problems? Explain briefly: NO C2. Aesthetic, agricultural, archaeological, historic, or other natural or cultural resources; or community or neighborhood character? Explain briefly: NO C3. Vegetation or fauna, fish, shellfish or wildlife species, significant habitats, or threatened or endangered species? Explain briefly: NO 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: NO C5. Growth, subsequent development, or related activities likely to be induced by the proposed action? Explain briefly: NO C6. Longterm, short term, cumulative, or other effects not identified in C1 -05? Explain briefly: NO C7. Other impacts (including changes in use of either quantity or type of energy)? Explain briefly: NO D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA (CEA)? E] Yes z No . If Yes, explain briefly: E. IS THERE, OR IS THERE LIKELY TO BE, CONTROVERSY ELATED ED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? �.._ _. _ Yes No IfYe.?,'ei:plain•brief.g. PART 111 - DETERMINATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial, large, important or otherwise significant. Each effect should be assessed in connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c) duration; (d) irreversibility; (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question D of Part II was checked yes, the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA. Check this box if you have identified one or more potentially large or significant adverse impacts which MAY occur. Then proceed directly to the 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 NOT result in any significant adverse environmental impacts AND provide, on attachments as necessary, the reasons supporting this determin 3/16/2009 Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (f different from responsible officer) PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEAL'T'H SERVICES .o.- wb:e,r .. •.,.. ...,�, rw. �,.�...,,. .• <...•. e,.�„ _.,y... �.. � >• ..: _. __.: .. _.•... _ .,, ..= .:q..o'.i. a =s.-. .:..- -:s.. �.:.:..�. .,. _..... �.v. _.... ..... .i „v _...- �. ,,, LETTER OF AUTHORIZATION RE: Property of Michael Marino Located at Wood Street TN Putnam Valley Tax Map # Subdivision of Marino 74.19 Block 2 Lot 12.2 Subdivision Lot # _2 Filed Map # Date Filed Gentlemen: This letter is to authorize Joel Greenberg a duly licensed Professional Engineer or Registered Architect x to apply for the required wastewater treatment and/or water supply permit(s) to serve the above -noted property in accordance with the standards, rules or regulations as promulgated by the Public Health Director of the Putnam County Health Department, and to sign all necessary papers on my behalf in connection with this matter and to supervise the construction of said wastewater tretment and/or water supply systems in -.. conformity with t 'tons, of Article.145. and/or 147. of the - Education Law, -the Public Health - Law, and the ` j6�anitary Code. Form LA -97 'tp � �� ��RENCFG � Very truly yours, Countersi Signed: P.E., R.A., (Owner of Property) Mailing Addres -sot Road No th Mailing Address: P • o • Box 105 Mahopac Yorktown Heights State NY Zip 10541 State NY Zip 10598 Telephone: 845 628 -661:3 Telephone: 914 760 -3618 Form LA -97 YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 (914) 245 -2800 -.- _- :- :i.�._,._...wr. - r .�:: ,.,. . ., _ ,- <- ;�•�1;b2r�t::,I�: _ ��rcicvani;:.��i.:tPwt�'..,. -�i .R. ..�.i:: .: -�, � .. _� .m.,�.....,i.." -�,;F �F ** TEST REPORT ** LAB #: 1.301075 CLIENT #: 60653 NON STAT PROC PAGE: 1 of 1 MARINO, MICHAEL DATE /TIME TAKEN: 04/03/13 01:00 PO BOX 105 DATE /TIME REC'D: 04/03/13 01:30 YORKTOWN HGTS, NY 10598 REPORT DATE: 04/05/13 PHONE: (914)- 760 -3618 SAMPLING SITE: 133 WOOD ST, MAHOPAC, NY SAMPLE TYPE..: POTABLE KITCHEN TAP PRESERVATIVES: NONE COL'D BY: SAME TEMPERATURE..: <20 >4.00 NOTES...: -- -.. COLIFORM METH: MF START DATE /TIME END DATE /TIME FLAG PROCEDURE RESULT NORMAL - RANGE METHOD 04/03/13 0400 04/04/13 0400 MF T. COLIFOR ABSENT /100 ML ABSENT SM 18 -20 9222B COMMENTS: MFTC Coliform = This result indicates that the water (was), (was not) of a satisfactory sanitary quality according to (was), York State and EPA federal drinking water standard for this parameter. This comment applies to the Total Coliform test only. THE ABOVE TEST PROCEDURES MEET ALL REQUIREMENTS OF NELAC, AND RELATE ONLY TO /-THESE SAMPLES RECEIVED BY THE LAB SUBMITTED BY: Albert "IT. a Vani , M . T . ( SCP ) Director ELAP# 10323 r YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 (914) 245 -2800 .. Albert :K..:Pao'ovaniec *or; ** TEST REPORT ** LAB #: 1.300975 CLIENT #: 60653 NON STAT PROC PAGE: 1 of 2 MARINO, MICHAEL DATE /TIME.TAKEN: 03 /27/13 11:00A PO BOX 105 DATE /TIME RECD: 03/27/13 11:33A YORKTOWN HGTS, NY 10598 REPORT DATE: 04/03/13 PHONE: (914)- 760 -3618 SAMPLING SITE: 133 WOOD ST, MAHOPAC, NY SAMPLE TYPE..: POTABLE : KITCHEN TAP PRESERVATIVES: HNO3 COLD BY: MICHAEL MARINO TEMPERATURE..: <20 >4.00 NOTES...- COOL IFOR.M METH: MF ----------------------------------------------------------------- ------------ ----- -- ------ - - -- -- START DATE /TIME END DATE /TIME FLAG PROCEDURE RESULT NORMAL - RANGE METHOD PUTNAM CNTY PROFILE 03/27/13 0400 03/30/13 0400 MF T. COLIFOR PRESENT /100 ML ABSENT SM 18 -20 9222B 03/28/13 LEAD (IMS) <1.0 ppb. 0 -15 ppb SM 18 -19 3113B 03/27/13 0315 03/27/13 03.45 NITRATE NITRO 1.64 MG /L 0 - 10 SM18- 20450ONO3 03/29/13 1150 03/29/13 12:30 NITRITE NITRO <0.01 MG /L 1.0 MG /L SM18- 20450ONO2 03/29/13 IRON (Fe) 0.15 MG /L 0 -0.3 mg /l SM 18 -20 3111B 04/02/13 MANGANESE (Mn <0.01 MG /L 0 -0.3 mg /l SM 18 -20 3111D 04/01/13 SODIUM (Na) 5.78 MG /L N/A SM 18 -20 3111B 03/27/13 0352 03/27/13 0355 * pH 6.8 UNITS 6.5 -8.5 SM18 -20 4500HB 04/01/13 HARDNESS,TOTA 190 MG /L N/A SM 18 -20 2340C 04/02/13 ALKALINITY (A 118 MG /L N/A SM 18 -20 2320B 03/27/13 1145 03/27/13 11,17 TURBIDITY (TU <1 NTU 0 -5 NTU SM 18 ('2130B) -- 03J29/1-3 0400 03/30/13 .0400 E: _COLI -(CONF ... 'ASSENT .I;CJ'0./ML> A$SFF T, .. .._ COMMENTS: MFTC Total Cc = This result indicates that the water (was) (was not) of a satisfactory sanitary quality according to the Ne tate and EPA federal drinking water standard for this parameter. This comment applies to the Total Coliform test only. Pb /Cu LEAD limits for public schools are set at 15 ppb. .EPA Lead & Copper Rule for Public Systems requires that no more than 10% of their distribution points have a LEAD value of more than 15 ppb and a COPPER value of 1.3 mg /L, else water treatment must be undertaken to reduce the waters corrosive potential. Fe /Mn If both iron and manganese are present, their total value combined shall not exceed 0.5 mg /L. IMS = IMMEDIATE METAL °AMPLE.(INTERPRETATION: WATER SAMPLED AFTER SITTING UNDISTURBED A MINIMUM OF 6 HOURS OR OVERNIGHT) REBECCA VW1T UNIREAG, RN, BSN Public Health Diredor ~ Director ofEml r m aW Health r May 3, 2012 Joel Greenberg, R.A. 2 Muscoot North Mahopac, NY 10541 Dear Mr. Greenberg: DEPARTMENT. Ai.TH 1 Geneva Road, Brewster, New York 10509 Phone # (845 ) 808 -1390 Fax # (845) 278 -7921 Re: Field Inspection — Marino Wood Street. (T) Putnam Valley, TM 74.19 -2 -12.2 The above referenced separate sewage treatment system can be backfilled.- MARYELLEN ODELL County Executive There are no open comments to be addressed at this time in reference to this Department's open work inspection. ... ... If you have any further :questions, please contact me at (845) 8081390,.ext. 43261. . Sincerely, Gene D. Reed Sr. Environmental Health Engineering Aide GDR:cw r u .L nAtv1 CU UN TY DEPARTMENT OF HEALTH D".ION OF ENV1RONM' 3 NTAL E09ALTH'SERVICES MAL STPE INSPECTION Date: �7l Inspected by: j4,! Street Location ff/oo droner /cct+i �o TM # ', / — l ;' Subdivis onLot # 1: Sewage Sys gm Area a. STS area located as per approved plans .......... :................ b.. Fill section date of placement 3:1 barrier Lgth. _ Width Avg.Dpth c. Natural soil not stripped..:, .............................................. d. Stone, brush, etc., greater than 15' from STS area...:...... e. 100' from water course/ wetlands:.. .... ............................... IL Sewa e S stem a. geptic tank size. -1,000 .......... 1, 250 ......... other ................. b. 'Septic tank iiis'talled- level ........... ............................... . c. in, mininaum-from foundation ....................... ............. d. IDisiribuiion Box 1. Alp outlets at same elevation- water.tested .................. 2-. Protected below frost .................. ............................... 3. .. Minimum 2 ft.Or4' i soil between box & trenches e. Junction Box, properly set .......... ............................... 6. Trenclies 1. Length required ( 6 ;? Length installed 2. Distance to watercourse measured 4 /0 O Ft........... 3. Installed according to phm- ...:.... ............................... 4. Slope of trench acceptable 1116 - IJ32" /foot ............. 5. 10 ft. from property line 20 ft. foundations....... . 6. Depth of trench <30 inches from surface ................:. 7.,' allowed for expansion, 10.0 % ......... :............... 8. Size of gravel 3/4 - 1'An iiiameter clean ..................: 9. Depth of gravel intrench 12" minim nim ...... 10. Pipe ed........ ............ ......................... ose vstems _ - _ p chamber ............... ............................... 2. w tank ....:................... ..............:................ . 3. Alarm, visua3/ audio ......:. ............................... ....... 4. Pump easily accessible, manhole to grade ................. 5. First b6t baffled ........................... ............................... 0. C�yycle witnessed by HD.estimated,flow /cycle......... Di HoaselBwldina a. douse locatedper approved plans......, . b. Number of bedrooms .........................tai :..... :....... Iv. Wen Well located as per approved plans .......:..... b. Distance from STS area measured 4-/o a 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. Backfill material contains stones <4" diameter .............. e. Curtain drain & standpipes. installed according to plan.. f. Curtain drain outfall -protected & dir.to exist watercourse g. Footing drains discharge away from STS area ................ h_ Surface water protection adequate.. ..._ :.......................... i. Erosion control provided ................. ............................... Rev. 12/02 M '® EVA= 01, WAIIIIIIIIIIIIIII EiWA�T- EWA l� �v ZOMMIN 1 111111INAIIIIIIIIIIIIII1 1 U4 /G( /GUlL 11:00 rAA 545si83832 Goldens Bridge Unit Step 0 0001 /0001 68" A 62" 3" 1YP TANK CAPACITY: -540 GAL VOL /IN: 24.69 GA AN CONCRETE PLAN SPECIFI000NS CONCRETE MN. STRENGTH — 4,000 psi at 28 DAYS AIR ENMM MENT — 5X PIPE CONNECTION - POLYLOC SEAL (PAT) 12" TUFF -TTTE RISER W/ WATERTIGHT AND LOCKABLE LID ■'s��ar■�it WFLE i 250 220 18" 11-25 D 4* PVC i - FROM SffMC TANK & 1% •��i viii ii >iii i vi i ii i i, • i. iiii i. i ii i i � i ii. i � i s i i �i i. � i i DOSE c, "ULATIONS DOSE: 572 LF x .75 x 0.65 G&M = 278 GAL TANK VOLUrviE, 24.69 GAL/IN DRAW: 278 GAL / 24.69 GAL /IN = 11.25" NTS J MANUFACTURED BY UNIT STEP M KENT, NY 845 -878 -3737 24` TUFF —TITS RISER W/ WATERTIGHT AND LOCKABLE. LID PITCH GRADE AWAY FROM UD r- 3" VENT PIPE y:1 6" RAIN. PEA GRAVEL BASE 4" FLOUT ASSY 4" PVC SOR -35 TO FIELDS 6 1 S ` FLOW 6" CHANGE IN INVERT: 25 " -6" - 19` — rv.Lr 1.L.as rna 6405163832 Goldens Bridge Unit Step Goldens Bridge Unit Stipp Co., Inc. 1240 Rt. 52 :x Bill To Mike Marino 914- 760 -3618 00001/0001 Invoice Ship To 133 Wood St (Map 7 G 9) Mahopac = �lzivo;ce..# -- 10/26/2011 IN6268 Ship To 133 Wood St (Map 7 G 9) Mahopac Phone # P.O. No. Terms Ship Date Net Due 10/26/2011 �-- Description Qty Rate Amount 1250_gakSeptic Tank 975.00 975.00T $250 for H2O lid on 1250 or 1500 gal ST 250.00 250.00T Low Profile Siphon Tank w/Flout 1,250.00 1,250.00T 13 Hole Distribution Box 125.00 125.00T Thank You For Your Business Subtotal $2,600.00 Job site must be accessible & ready as follows: Water lines, electric lines, and lumber all affect installation - CHECK CAREFULLY. Truck must be Sales Tax (8.375 %) $217.75 Total $2,817.75 able to get within 15' of setting. Trucks enter Buyer's site at Buyer's risk. Waiting, re- setting, re- delivery- $175. per hour. 1 1 /2% PER MONTH LATE PAYMENT CHARGE. Any questions please call. $ 50. charge on returned checks. Payments /Credits $- 2,817.75 Balance Due $0.00 Phone # Fax # (845) 878 -3737 (845) 878-3832 i e , MEMO ■■■ l ■•■ ■■■ 12 51 In ■ ■ CCU ■ E1 00FED—J] E -- I FE-11 000aa�o 12' -0' • 7' -0' WAGE DOOR ON SITE BY BURDER PUTNAM C'Oth%YY DEPARTMENT OF HEALTH 0IJ /US,E PLANS APPROVED FOR v I 'BEDROOM COUNT ONLY. �-i BEDROOMS riJ —oj —qy Ae ALL SUBSEQUENT REVISIONIALTERATIONS TO THESE HOUSE PLANS MUST BE S RTTED TO THE PCDOH FOR APPROVAL 7 3. I; PRELIMINARY MARINO CONSTRUCTION / SPEC. i i c: y.. ii c) O w O U W N UI aSa m O� nua T 1 i �L U) Z O Q LLJ DRAWN BY; MWC DATE: 2/17/09 10060 SNEET No.: 1 I I ILII_I I i ® ® y. r' - -- -- -- -- _. ABOVE LINE F.H.T. . . BELOW LINE ON SITE BY OTHERS , E1 00FED—J] E -- I FE-11 000aa�o 12' -0' • 7' -0' WAGE DOOR ON SITE BY BURDER PUTNAM C'Oth%YY DEPARTMENT OF HEALTH 0IJ /US,E PLANS APPROVED FOR v I 'BEDROOM COUNT ONLY. �-i BEDROOMS riJ —oj —qy Ae ALL SUBSEQUENT REVISIONIALTERATIONS TO THESE HOUSE PLANS MUST BE S RTTED TO THE PCDOH FOR APPROVAL 7 3. I; PRELIMINARY MARINO CONSTRUCTION / SPEC. i i c: y.. ii c) O w O U W N UI aSa m O� nua T 1 i �L U) Z O Q LLJ DRAWN BY; MWC DATE: 2/17/09 10060 SNEET No.: 1 I nmzz=m milli I i lit REAR IlEM0 SCALE, PRELIMINARY SCALE: JOB N., 10060 SHEET N.7 1 A MARINO CONSTRUCTION / SPEC. .n — ,�1 —,�1- -�.3 4• -6• 12' -3* MASONRY OPENING 4'-3 27' -"4' t ua rTCSOnE TIrwTED su PtAtE 2xa Pmsasa TIWTED sLL PU/E .; 1/2• w ■ lr can o ••-r oa 4 C/AWaaIID TEmaIE 9ED Cf IETIb) o1LVAMED i[Rlal[ SIQlo (Y tgppl f, (AS RR OaD1a PIAIE ro CROD6 a1 sFK s_EY -1 /r It lr NL1pR BOUIS o ••-O• nG s� SET 1/r Y lr F SUL BOLTS a r-0• o.c 3 /,-mom b PMOii BBBII GAME ,�^ r/ tOP OF SU. PULE 666 PMBMO BFlor aoDE FW91 r/ 10P a SBL PW[ 3 1/Y ON SiFII IMLY OONIIN 1Y PataYn aM ME 14YL B•. lr . dl lY LWO. W —9 L2$ p�a� • 4. 00 SI 1 P WNVRIE SIN r/ oYe ito BDE a• WNCBiE SV8 r/ aXb /10 rRE a• CONCM[ SW r/ axe 110 WAY_ MESN p➢6aPCM0 Mf91 MESA s LL VAPOR ewamt 1a. MYOR BPINR a IL vMal 9VCIIER " e DVWO. BED -a- `,. II!IF � !I III li- I i III IJ � III, Li !•�I'I� AIL F'li� -. i !... :I = J •- OGNEl ® •• aW41 ® � � CtlSRIE PUB1,I0 PER. ORNl1 1RL Cp1IM1101R COtL'IRIE fOOiMO RAY. aWl lE2 (CPDbatBb LCa) IORCIF filoiNO � Ut®611IIQlm ENIN aaBnalso E.arlt 6NO6lIMiBm �'" i .� EXTERIOR RIO FOUNDATION WALL DETAIL EXTERIOR F I FOUNDATION W DETAIL ' crccT MLIMN DETI)l O MODULM MATING UNE (SUGGESTED ONLY) (SUGGESTED ONLY) (SUGGESTED ONLY) r. FagMTxxl AM mAss SHOrHAPE wN 1HS� ducnmE orar. q i i PRObIl10 MSC oYD151g9 AND 5 oo W A a HElmns. MIWL b aJ PouNwTx»I oEVC� Suu 00o4 IN tamiLPm AxcNNEDT oN m o PROf65gNPL1Bf oN snE we ax+mvt ANO sr tE/ � . J-, a m luN alm a o No N¢Parbom+n foN a m a POaNMM, DI—,O B Nor PIRf of Tl6 1PPrc+At. C> "m PoN NEATm eAmOUS PmaATIOPI ISOIp1OBPris Sut1 K asm Z F ox EraACY Na IEIT tars UtMA1BN Pa mtE caoE. �+-I W CD 00 rte: w U a oF � x a wag w w O � 0 �1 O CJ I to Q z 1 a O Q w C z w A N M. ( Z ' > 1 O J a O J w O to ww wFq F. j d W> F1 G7' 7l93E: C FMINDATION SNALL BE OESI D TO '%E" CODE OF NEW YOM STATE FOUNDATION :.401" Z 2, IF NO AOORIONNL BEAM IS SUPPLIED ON !SITE BY BUeDER Q ALL COLUMNS SHOWN SH BE MSTANio PEN PVN 3. TYPICAL LOADS SHOWN ON COLUMNS Al.OERM1ED QQ PROM LOAD PER FOOT LIMES COLUMN SI 0 1/2. OM x tr can • •' -0' O.G 2xa P•BSSVI¢ IAFAIED SLL PWE DRAWN BY; t/2• oM v r APCTIDa eaT - MWC 88I trx lr LILU. PIER PATE: 2/17/05 a m Ymm saPrEn CHECKED B a oaun M - - _ %'�•;.= REVISED: 3/2/09 Mi PRELIMINARY 3/16'=1 -1 CONCRETE FOOTING (TYP.), JOB No.: 10060 �' SHEET No.: uta6NalffD O.Dd ONRY FOUNDATION WALL CRAWISPACE PIER DETA6 O MODULAT+ M.aTNG LINE (SUGGESTED ONLY) MARINO CONSTRUCTION PEC. /S 2 BELOW FROST LINE (WP.) I 12._97. 9' -4• 11' -7�' 20._9. 6._43 12._4• 10'_'2 ,J 10•_'2• L J L L L L J I A LOAD LOAD LOAD ABOVE CD ABOVE Lan ABOVE 3 1/2" DIA. STEEL COLUMN ON • CONCRETE FOOTING (SIZED BY P.E.) •; �` FLUSH W/ PERIMETER FOOTING — 4' -0' BELOW PERIMETER SILL � OARAOE ODOR OPENING I — ,�1 —,�1- -�.3 4• -6• 12' -3* MASONRY OPENING 4'-3 27' -"4' t ua rTCSOnE TIrwTED su PtAtE 2xa Pmsasa TIWTED sLL PU/E .; 1/2• w ■ lr can o ••-r oa 4 C/AWaaIID TEmaIE 9ED Cf IETIb) o1LVAMED i[Rlal[ SIQlo (Y tgppl f, (AS RR OaD1a PIAIE ro CROD6 a1 sFK s_EY -1 /r It lr NL1pR BOUIS o ••-O• nG s� SET 1/r Y lr F SUL BOLTS a r-0• o.c 3 /,-mom b PMOii BBBII GAME ,�^ r/ tOP OF SU. PULE 666 PMBMO BFlor aoDE FW91 r/ 10P a SBL PW[ 3 1/Y ON SiFII IMLY OONIIN 1Y PataYn aM ME 14YL B•. lr . dl lY LWO. W —9 L2$ p�a� • 4. 00 SI 1 P WNVRIE SIN r/ oYe ito BDE a• WNCBiE SV8 r/ aXb /10 rRE a• CONCM[ SW r/ axe 110 WAY_ MESN p➢6aPCM0 Mf91 MESA s LL VAPOR ewamt 1a. MYOR BPINR a IL vMal 9VCIIER " e DVWO. BED -a- `,. II!IF � !I III li- I i III IJ � III, Li !•�I'I� AIL F'li� -. i !... :I = J •- OGNEl ® •• aW41 ® � � CtlSRIE PUB1,I0 PER. ORNl1 1RL Cp1IM1101R COtL'IRIE fOOiMO RAY. aWl lE2 (CPDbatBb LCa) IORCIF filoiNO � Ut®611IIQlm ENIN aaBnalso E.arlt 6NO6lIMiBm �'" i .� EXTERIOR RIO FOUNDATION WALL DETAIL EXTERIOR F I FOUNDATION W DETAIL ' crccT MLIMN DETI)l O MODULM MATING UNE (SUGGESTED ONLY) (SUGGESTED ONLY) (SUGGESTED ONLY) r. FagMTxxl AM mAss SHOrHAPE wN 1HS� ducnmE orar. q i i PRObIl10 MSC oYD151g9 AND 5 oo W A a HElmns. MIWL b aJ PouNwTx»I oEVC� Suu 00o4 IN tamiLPm AxcNNEDT oN m o PROf65gNPL1Bf oN snE we ax+mvt ANO sr tE/ � . J-, a m luN alm a o No N¢Parbom+n foN a m a POaNMM, DI—,O B Nor PIRf of Tl6 1PPrc+At. C> "m PoN NEATm eAmOUS PmaATIOPI ISOIp1OBPris Sut1 K asm Z F ox EraACY Na IEIT tars UtMA1BN Pa mtE caoE. �+-I W CD 00 rte: w U a oF � x a wag w w O � 0 �1 O CJ I to Q z 1 a O Q w C z w A N M. ( Z ' > 1 O J a O J w O to ww wFq F. j d W> F1 G7' 7l93E: C FMINDATION SNALL BE OESI D TO '%E" CODE OF NEW YOM STATE FOUNDATION :.401" Z 2, IF NO AOORIONNL BEAM IS SUPPLIED ON !SITE BY BUeDER Q ALL COLUMNS SHOWN SH BE MSTANio PEN PVN 3. TYPICAL LOADS SHOWN ON COLUMNS Al.OERM1ED QQ PROM LOAD PER FOOT LIMES COLUMN SI 0 1/2. OM x tr can • •' -0' O.G 2xa P•BSSVI¢ IAFAIED SLL PWE DRAWN BY; t/2• oM v r APCTIDa eaT - MWC 88I trx lr LILU. PIER PATE: 2/17/05 a m Ymm saPrEn CHECKED B a oaun M - - _ %'�•;.= REVISED: 3/2/09 Mi PRELIMINARY 3/16'=1 -1 � I I. �oaa>YTC 1mTlxc (S ®R PL) JOB No.: 10060 �' SHEET No.: uta6NalffD O.Dd CRAWISPACE PIER DETA6 O MODULAT+ M.aTNG LINE (SUGGESTED ONLY) MARINO CONSTRUCTION PEC. /S 2 F: i �� 72._0. 10' -9^ NOTES "2 7' -(' 7. 12'- G7 1 1 ANDERSEN ANDERSEN T•, >'. �� CN235 6' -0' X 6' -8" SLIDER I L aA2Pa TD INauDE c.iP.C. srANDwo YmmE AsrucetF. C.� ,�,-, m SWNC OCOItS MEET 1.q CPIM/3 1141. 08alMlIDN rol d' m W2 2 184 0 --�- O 25 M.P.H N (1.W P5F). O w ti ST W3042 O TeHDO11's MEET o5 cfM/li SLtll awn MAX PRILIR/.TIDN In ) o u 11PN W9ND scILVL tEI er m Ira1LT1u1uN - a.w. 'F11^ 0 ' ; SUONO DOORS MEET 6.5 CTM/SF MAY INFILMTXIN a 26 ✓J MPH IRIO (IJM7 Pte. EFir] n r SEUNTER TOP Z 'I 35 P5F SNOM LGI OEVO1. ' 17 3 I KITCHEN pH, BEDROOM #2 Am y REauRrMExs F6R 127 Sq. F4 - DINING ROOM S _ sure suL RarAW Lau a: N.Y. w '%TIC • 7 3 126 Sq. Fl. SEE NOTE BELOW I Y Z j i 1 21 21 I ® 8' -6' CEILING HEIGHT W =x n YIIAL 7/12 ROOF PITCH DELETE HSA.1 I 17 OEIETE HEATED i 3 I n14 0 ao 1T 77 ® TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT: 17 81 -FOL 'I�\-�/ 1� SMOKE // 1. THIS FACTORY - MANUFACTURED HOME ® 17 ® ` , CO DETECTOR (FMH) PLAN HAS BEEN DERIVED FROM A 2 1 1/2• x 9 1/4' MICRO -LAM BEND IN POSE ro q •� SYSTEM SET OF FMH PLANS APPROVED BY 1 1/2• x iG MICRO-IAY FLOOR MATING BANDS EACH MODULE 1/Y 18 it D.O.S., MANUFACTURER'S APPROVAL No. BEAN ABOVE EACH MODULE ABIMEAmI IIOOU -.N 1056 -02 -076, IXPoRATION DATE 12/30/10. • WHICH HAS NOT BEEN MODIFIED IN ANY WAY -1 - - -i 1/2' x 18' YI/JI FND TO P057 POST 10 BFAY '� EACH j 2. THE ENERGY PLANS ARE IN COMPLIANCE / FND FND r WITH THE REQUIREMENTS THE E ENERGY © ®' 17 17 ® © YORK EON CONSTRUCTION CODE OF NEW THIS DOCUMENT IS THE PROPERTY OF THE FUTURE •� P�e'f HOME TECHNOLOGY, IN AND CONTNNS PROPRETAHY E L4 BEDRriA INFORMATION cO hRm BY Nl APPLICABLE U.S. Off m COPYRIGHT LAWS. IT 5 BEING TRANSMITTED AN ' 1/2 WALL LOANED TO YOU IN CONFIDOCE. SUBJECT TO THE O 42• A.FF. BE DOOOf1fl.._- _ � THAT USED MASTER m1OAID a wGOPIQNNC°ROwAWINGS. 1 MASTER BEDROOM LIVING ROOM BUILDING APPARATUS, OR PARIS THEREOF. THE 236 Sq. Ft. 223 Sq. Fl. CONTENiSMAY NOT BE DISCLOSED IN WHOLE OR IN oEDROOM #3 I PART TO OTHERS OR USED FOR OTHER THAN THE BEDROOM 133 g. #4 #4 y 133 Sq. Ft. PURPOSE INTENDED WITHOUT THE EXPRESSED WRITTEN PERMISSWN OF THE FUTURE HOME TECHNOLOGY INC. �T ATTIC VENTILATION REOUIREMENTS: Z P EDIT .Q�-- • ' 1 VENTILATION REOUNtED: VFNTIUnoN SUPPLIED: PUTNAM COUNTY DEPARTMENT TRU RIDGE VENT: 75 SO, O HALT ROUND ABOVE o VENTED SOFFIT: 11.49 __. Fr. O zest (z) Hi. �F]], PLANS AP1�iC 2FUR BEDROOM UNT ONLYS 2852 (2) 2e52 (z) 13 =�• 6• {' 9' -10}" 4i' 9'-10' 6^ TOTAL: IB.99 50. FT. BEDROOMS VDU 5 �} LEGEND B' -•4 `I 21' -0' �� -a /.a x cn ALL SUBSEQUENT RF.VISIONI LTF,RATlONS TO THESE HOUSE ATTIC ACCESS PANEL PLANS MUST BE SUBMITTED TO THE PCDOH FOR APPROVAL � LL_ y / ' CHASE NOTE: t' 7 , Q 5 . ' CHASES SHALL BE FIRE STOPPED AT EACH FLOOR LEVEL AND AT THE ® PANEL BOX LOCATION J91 ATURF.R TITTLE `WIITTHNHORIZO AL SPACES SN T�RFLOOR, CEHUNG, 0OR ROOFOCONSTRUCTION. ORAwN BY: MECHANICAL VENTILATION ANDL:GHT TO BE PROVIDED IN KITCHEN AND ORDANCE WITH SECTNN R303.1 DA• I FIRE STOPPING PROVIDED AND INSTALLED BY BUILDER AS SITE WORK. ® U.L. APPROVED SMOKE DETECTOR MWC DATE: LIGHT VENT :CALCULATIONS 2 /t� /oe AREA UGHT•27 VENT WINDOW SCHEDULE MANUFACTURER DOOR ;S HEDULE DESIGNED BY 2007 CHECKED' REO'D. PFDNDED REO'D. PROVIDED I.D. R.O. TYPE GLAZING VENT REMARKS I.D. SIZE AND TYPE GLAZING VENT REMARKS NEW YORK STATE CODE IOTCEN 10.18 NECK 5.09 MECH. 2852 34 1/2' X 65 1/2' DOUBLE HUNG 11.0 6.10 EGRESS I. 3'- OX6' -8' INSIA.. STEEL DOOR REVISED: GOING ROOM 10.11 ' 13.78 5.05 14.7 2852 (2) 68 1/2' % 65 1/2' DOUBLE HUNG TWIN 22.0 12.2 EGRESS 2. 3'- 0'X6' -8" 06LIL. STEEL DOOR (1 AIR FIRE RATED) 3/2/09 MO 2432 30 1/Y % 41 1/2' DOUBLE HUNG 5.4 3,08 3. 2'- 8X6' -8'1 IINSUL STEEL DOOR MNEB/m c ROOM :. 4. 2'- 8X6' -8': INSUL. STEEL ODOR (1 M. FIRE RATED) SCALE: BFWAST MOON _ _ N52 30 I/2' % 65 1/T' DOUBLE HUNG 9.5 5.31 5. 3'- 0X8'- 8'INSIIL. STEEL DOOR W/ (1) SIDE LIGHT PANEL CN235 41 I/2' % a1 1/2' HASEMENT 8.0 7.2 6. 3'- 0'1(6' -8' INSUL STEEL DOOR W/ (2) SIDE UGHT PANEL PRELIMINARY a�,c• =,.-°. LING ROOM 17.83 X37.26 8.92 27.44 I3- DHP{252 -18 96' X 65 1 /2" .PICTURE 31.26 7.{{ 8. 6'- 0'X8' -8' •SLIDING GLASS PATIO DOOR 23.]B 1{.7 FAMLY ROOM JOB N., STUDY 10. 6'- 0X6' -8•' NATRIUM PATIO DOOR 10060 18. 3'- 0X6' -B' 'INTERIOR DOOR SHELT No.: MASIER BEDROOM 18.84 3,},0 9.42 18.3 1]. 2'- 6X6•_6' . 'INTERIOR DOOR BEDROOM #2 12.08 X20.5 6.04 11.41 1B. 2'- 0X6' -8' �INEERIOR DOOR BEOROON #3 10.65 31.5 5.33 17.51 19. 1'- 6X6' -B';' 'INTERIOR DOOR BEOR0011 14 10.65 22.0 5.33 12.2 21. 4'- 0X6' -8' ! 'INTERIOR 81 -FOLD DOOR MARINO CONSTRUCTION SPEC. 3 22. 2'- 6X6' -e' INTERIOR el-FRO DOOR • .f AS BUILT ITEM A B I TANK 51.58' 33.36' 2 DOSING 79.88' 62.95' 3 DIST. BOX 97.52' 86.42' 4 BF 119.06' 120.92' 5 BF 125.53' 127.68' 6 BF 131.81' 133.83' 7 BF 138.10' 140.00' 8 BF 144.39' 146.19' 9 BF 150.69' 152.39' 10 BF 157.00' 158.59' 11 BF 163.29' 164..81' 12 BF 169.59' 171.04' 13 BF 175.89' 177.27' .14 BF 182.20' 183.51-�- 15' BV 188.'50' 18915' 16 EF 121.84' 98.62' 17 EF 127.1 l' 105.05' 18 EF 132.48' 111.50' 19 EF 137.96' 117.96' 20 E F 143.53' 124.43' 21 E F 149.18' 130.91' 22 EF 154.91' 137.39' 23 EF 160.69' 143.89' 24 EF 166.54' 150.39' 25 EF 172.43' 156.89' 26 EF 178.3 ' 163.40' 27 EF 184.36' 169-91' 'BF': BEGINNING OF FIELDS 'EF': END OF FIELDS "THIS IS TO CERTIFY THAT THE SEWAGE TREATMENT SYSTEM WAS CONSTRUCTED AS INDICATED ON THIS PLAN AND THAT THE �a 000 \UU /, qv IT aS DI�aM O `o C� j ` c �`,.,j:':��� .�,�yn.. ;,.,.�. � is a gym. `v � ���•�,+a<.. -. o QA� . fiuoso{N 94101S poM o O / m ` of Q ,0 S