Loading...
HomeMy WebLinkAbout1161DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 25.57 -1 -29 BOX 11 01161 I I INS ru 'I 11 1 � � � � � %% 81 � s cm � 49. IN �, IN , ' ,oil 01161 PUTNAM COUNTY HEALTH DEPARTMENT DIVISION OF ENVIRONMENTAL HEALTH SERVICES PFiI'OPOSAL FOR SEWAGE TREATMENT SYSTEM REPAIR -" YES N - Internal -Use Only PERMIT # Repair Permit issued in last 5 years ❑ Not In Watershed [� Repair within Boy,d's Corners, W. Branch or Croton Falls Res. ❑ legated ❑ Repair within 200 ft. of a watercourse or DEC - mapped wetland Joint Review SITE LOCATION 7.-) C TOWN TM # 2Z.,r 2_ OWNER'S NAME ��, i� �, « PHONE # 2 200_ 69 y l3 MAILING ADDRESS APPLICANT Name & Relationship (i.e., owner, tenant, contractor) DATE 1A`6 FACILITY TYPE fP�r . PCHD COMPLAINT # _ PROPOSED INSTALLER i .(jD PHONE # ADDRESS REGISTRATION /LICENSE # Proposal (include a separate sketch locating the house, property lines, all adjacent wells within 200 feet of repair and the location of existing and proposed system) NOTE: The Department may require submittal of proposal from licensed professional depending on the nature and extent th/e /repair, I, as owner,agree to the conditions stated on this form SIGNATURE �' TITLE ✓lf'? ,� .�� r DATE (owner) I, the septic installer, agree to comply with the conditions of this.permit for the septic system repair SI8NAT -01 RE TITLE (installer) Pr000sal approved with the following conditions: 1 • Procurement of any Town Permit, if applicable. 2. Submission of as built repair sketch by the septic system installer within 30 days of the repair, in duplicate showing: a. Owner's name, Site Street Name, Town and Tax Map number b. Location of installed components tied to two fixed points c. System description (e.g., 1250 gal. Concrete septic tank, etc.) d. Installers' name and phone number 3. System repair to be performed in accordance with the above proposal and conditions 4. The proposed SSTS repair is considered a best fit design and there is no guarantee to the duration at which the completed SSTS repair will function. 5. No completed work is to be backfilled until authorization to do so has been obtained from the Department. INTERNAL USE ONLY Propo al Approved �� Proposal Denied Inspector's Signature'& Tit Date Expiration Date Repair proposal is i compliance with applicable codes Yes D No x COPIES: PCHD; Owner; Installer PC -RP 99ML Rev. 2/07 SHERLITA AMLER, MD, MS, FAAP ...Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health ROBERT J- BONDI County Executive ...... ROBERT MORRIS, PE Director of Environmental Health DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 TO: DEPARTMENT OF ENGINEERING AND DESIGN REVIEW ..."w""RIORITY SE-TTIC v""" PAIR tcE DELEGATION STATUS /� � �', ,155-7 FOR SUBSURFACE SEWAGE TREATMENT SYSTEM PROGRAM JOINT REVIEW Qty: PROJECT. TOWN: ,,.� �PP-DATE— DATE: 60 NOTICE OF COMPLETE APPLICATION: ❑ Within the drainage basins of West Branch, Boyds Corner. Reservoirs or Croton Falls. ❑ Within 500 feet of a reservoir, reservoir stem.or control, lake. /X Within,200 feet of a watercourse or a DEC wetland and appearing on a subdivision map approved after December. 31, 1992. O Design flow greater than 1000 gallons /day. O Commercial SSTS. h jtrevie.wrepair Environmental Health (845) 278 -6130 Fax (845) 271; -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 I. : L ft W:Nr 7 A %W A,"65 W, 54kKEY __T Z". . . . . . . . . . . . . . . . . . . . . . . . . . . . Lal J u 1 7 2009 10: 38 ' P. 01 July 7, 2009 Mi. Mike Budzinski, P.E. Putnam County Health Department 1 Geneva Road Brewster,, New York 10509 Re: Baldwin SSTS Repair,— Putnam Cty Septic Repair Pro gram (PC , SRP) (T) Patterson, Putnam County East Branch Reservoir Drainage Basin TM# 25.57-1-29 DEP Log # 2009-EB-03 84-DJR. I Dear Mr. Budzins1d: This letter is to inform you that the New York City Department of Environmental Protection (DEP) has,-.no objection to the approval of the above- referenced activity, subject to the followiugponditions: 1. The owner must maintain an effective septic tank pump-out schedule until the subject repair is completed.* 2. The subject repair cannot be used as a system to provide sewage treatment for new construction or expansions on this site. .. ik This determination is based on the review ' of submitted documents including the drawings tided "SSTS'Repair Plan- —Baldwin Residence",'224 Lake Shore Drive, Patterson, New York, revised 6/23109. 'If you have any questions, I.may be ,reached at (914)742-2055- Sincerely, Danny Shedlo, P.E. Civil Engineer III Wastewater Design Review EOH xc: Michael Meyer, NYCDEP EOH Planning Edward Barnett, mett, PCSRP Watershed Information Coordinator Chris Dellaripa, PCSRP Inspector Roger Sokol, NYSDOH' PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONME_NTAL_,HEALTH SERVICE.$ INITIAL INDIVIDUAL /COMMERCIAL SITE INSPECTION FORM SECTION A. GENERAL INFORMATION Name of Project Zxv) County Site Location Building construction begun Extent Is property within NYC Watershed ? ................. 14 Yes F7 No SECTION B. TOPOGRAPHY (Please check all appropriate boxes) 1. F-� Hilly . 0 Rolling . F7 Steep slope Gentle slope F7 Flat 2. F—I Evidence of wetlands F7 Low area subject o flooding F7 Bodies of water Drainage ditches Rock outcrops 3. Property lines or comers evident ........................ ............................... Yes F-� No 4. Do water courses exist on or adjoin the property? ............................ � Yes N No 5. Will these affect the design of the sewage system facilities ?............ P Yes F7. No 6. Do watershed regulations apply in this development ? ....................... Yes F-1 No 7 Will extensive grading be necessary? ................. ............................... F7 Yes F'�71 No ._' . 8.., Will extensive.fill-be - necessary for SSTS? 9. Do filled areas exist within the SSTS area ?........ If yes, what is the condition of the fill? SECTION C. SOIL OBSERVATIONS ........... :.........:::: Yes - No.... .............................. F7 Yes No 10. Appearance of soil: n Sand D Gravel n Loam F--] Clay. Hardpan 'Mixture 11. Observed from: F7 Borings F-� Bank cut Backhoe excavations 12. Soil borings /excavations observed by 3U " � li 13. Depth to groundwater 1—� I on 14. Depth to mottling h on d� on 15. Are test holes representative of primary & reserve areas ...... ............................... Yes � No 16. Soil percolation tests made by on 17. Soil percolation tests witnessed by SECTION D (on back) on Form ST -1 2 SECTION D. DRAINAGE 18. Will proposed grading materially alter the natural drainage in this or adjacent areas? F7 Yes No 19. Will groundwater or surface drainage require special consideration? ..................... Yes a No 20. Will gullies, ditches, etc., be filled and watercourses be relocated ? ......................... F] Yes FT 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? ................... : ................................. .......... \F-� Yes No Inspection data 22. Do adjacent wells and/or sewage systems exist? ..................... ............................... Yes 7 No 23. Additional comments C E :� % /�-,J zu --% C if', ` A Q„n .--� 24. Site observer /inspector and title 25. Date(s) of observation(s)inspection(s) TEST PIT PROFILES Hole # Lot # Hole # Lot # li Depth to water( Depth to water Depth to mottling Depth to mottling Depth to rock/imp. Depth to rock/imp. G.L. G.L. 0.5 Q- 0.5 1.0 1.0 2.0 2.0 3.0 PA �'cU Sr' 3.0 4.0 4.0 5.0 5.0 6.0 , 6.0 7.0 , 7.0 8.0 8.0 9.0 9.0 10.0 10.0 Hole # Lot # Depth to water Depth to mottling Depth to rock/imp. G.L. 0.5 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 SHERLITA AMLER, MD, MS, FAAP ` ROBERTJ. BONDI Commissioner of Heolth �Ic 04', County Executive LORETTA MOLINARI, RN, MSN ROBERT MORRIS, PE Associote'Cornmissioner ofHeolth Director of Environmental Health DEPARTMENT OF HEALTH' I Geneva Road, Brewster, New York 10509 REQUEST FOR FIELD TESTING All information below must be fully completed prior to any scheduling. DATE: /al ENGINEER OR FIRM: �� f ( c PHONE #: 2. 60 cyj PERSON TO CONTACT: C ❑ NEW CONSTRUCTION ❑REPAIR PROGRAM ❑ ADDITIONTROGRAM REASON: DEEPS: 0" PERCS : ❑ PUMP TEST: ❑ TOWN: TAX MAP SUBDIVISION:// LKL LOT #: OWNER: _� l In 1n NYCDEP CRITERIA FOR JOINT REVIEW AND WITNESSING OF SO' M TESTING YES NO O 0--l' -Proposed SSTS' withih'the drainage basin of West Branch or Boyds Corner & . Croton Falls Reservoirs. ; , .. -.O Fxo.pos�ed SSTSwithin.500 feet of a reservoir,. reservoir. stem. or.control.lake. O Proposed SSTS within 200 feet of a watercourse or a DEC wetland. O Proposed SSTS design flow greater than 1000 galldns /day or SPDES Permit required,, O Proposed SSTS for a Commercial Project. It is' the responsibility of the design professional to provide the above information prior.to soil testing. The Department will determine the NYCDEP project status (Joint or Delegated) based on the response.. If you answered yes to. any of the questions, NYCDEP must witness the soil tests. This Department will coordinate a . mutually suitable time for field testing with the Design Professional and NYCDEP. If ;aTproject� has :.:been^ determinedto.be DeIegatedbasedon`. the �aboye,.r.e�spo se�.,aRct _then, .s�ubsequent.i:....:w.. information indicates NYCDEP is i equired to witness the soil tests, it will be the sole responsibility of the design professional to schedule re- witnessing ofthe soil testing with NYCDEP. FOR COUNTY USE ONLY DATE: TIME: COMMENTS REQ. FOAFfeCO TZSTIHO:KLY Environmental Health (845) 278.6130 Fax (845) 278 -1921 Water Supply Section (845) 225 -5186 Fax(80)225-5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC(W)279-6679 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648 may n Ud 1g7:wp IVIAM r VA(L �i j (46 e °if r e HUOSCANI ;1 ^S�tX�L��(,�' A L ©TS 'E AS, sP/s �A 1i1� AdmI* JV. !�# We VaVT*fAI &SAP Avg* Ale A°'O s &wW . . s Z.� �r 9J my b—sW T ZwWw ry r REt-R. Om 4.4KE- 647 YJW •,f d ,yi�r .• �� 7.3! 4- 1 4/ i f! � 1 es e' `yC 011: /14010 IkR/is.�` . I '/.L P.1 #7 Z 2- out L��.. —0 k ..1 61) aue 0c,db0 ry K S. o A ° °° 0 17 1 1= X5�ANS 1 aN ap , a o a' _ 7 1- U bD o Q) ov s � odU Ooc�� � 0 O O ��(?U m 4 00� o P o o E� o� a ovOp G �+�, L ^.. a Sio ^000 c o�o� o0 0b oc oou oN 0 0 0 G o o m f�.v COG OC 0 v 6 C6 0 6 vo 00 0 0.006 pb i• I �ouS� out L��.. —0 k ..1 61) aue 0c,db0 ry K S. o A ° °° 0 17 1 1= X5�ANS 1 aN ap , a o a' _ 7 1- U bD o Q) ov s � odU Ooc�� � 0 O O ��(?U m 4 00� o P o o E� o� a ovOp G �+�, L ^.. a Sio ^000 c o�o� o0 0b oc oou oN 0 0 0 G o o m f�.v COG OC 0 v 6 C6 0 6 vo 00 0 0.006 pb i• PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner Address 019q 11y Located at (Street) Tax Map ZS Block Lot o2- l (indicate nearest cross street) Municipality 10�1�k�-'Y" Watershed- ��'ici� SOIL %PERCOLATION TEST DATA Date of Pre- soakinLy 7/ � `�/ 0 Date of Percolation Test ?110 0 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD -97 , SHERLITA AMLER, MD, MS, FAAP Commissioner of Health 'LORETTA MOLINARI,,RN, MSN Associate Commissioner of Heolth a ROBERT J. BONDI County fxecurive ROBERT MORRIS, PE Director of Environmental Health DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 REQUEST FOR F1ELD TESTING All information below must. be fully completed prior to any scheduling. DATE: b ?0% U,0 ENGINEER OR FIRM: PHONE #: 12 D 4�1 K9 ' 1 PERSON TO CONTACT: s ❑ NEW CONSTRUCTION 2 -UPAIR PROGRAM ❑ ADDITIONTROGRAM REASON: DEEPS: ❑ PERCS: 13"' PUMP TEST: ❑ ......'_: ROAD• FS- TRE•ETv.:. .;.u�:_..� ;., �.,.:;� ,1�.� .,�'`'. �.......,....... ��... �. �.:._..._.. �......... �. �,. LL�..._.,.,....._. �...,4... �...,.. �.., ..,.��.�....M...._�....,....... TOWN: TAX MAP #: SUBDIVISION: _ LOT #: OWNER: NYCDEP CRITERIA FOR JOINT REVIEW AND WITNESSING OF SOIL TESTING YES NO O O� O . O O Proposed SSTS' mthin'the drain age basin of West Branch or Boyds Corner •&. Croton.Falls Reservoirs. Froposed S-STS `rrithin500• €eet-of•a reservoir•; reservoir stem or control lake— - -- - Proposed SSTS within 200 feet of a-watercourse or a DEC wetland. Proposed. SSTS design flow greater than 1000 gall6ns /day or SPDES Permit required. Proposed SSTS for a Commercial Project. It is' the responsibility of the design professional to provide the above'infoimation prior to soil testing. The Department will determine the NYCDEP project status (Joint or Delegated) based on the response. If you answered Les to. any of the questions, NYCDEP must witness the soil tests. This Department will coordinate a mutually suitable time for field testing ,00th the Design Professional and NYCDEP. If a projecthas :been _determined �tobe ^llelegated_baseu _any „tae�.adoxe_,.�e Information indicates NYCDEP is required to witness the soil tests, it will be design professional to schedule re- witnessing ofthe soil testing with NYCDEP. FO COUNTY USE ONLY DATE:_, l �( 9D' TIME: COMMENTS! art's ,� ,v�s,w�r .��� ��.• REQ. FOR RCLD TPSTINO: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 (843) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648 se_. ltd _.__the_n_....s.ubsegn.�nt.•, •:_..;� �,., .._ sole t e 1 responsibility of h� SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health June 24, 2009 DEPARTMENT OF HEALTH 1 Geneva Road. Brewster, New York 10509 Cris Dellaripa Putnam County Septic System Repair Program 100 Route 312, Building # 4 Brewster, NY 10509 ROBERT J. BONDI County Executive ROBERT MORRIS, PE, Director of Environmental Health Re: Septic Repair Permit (WS- 113 -09) for Baldwin at 224 Lakeshore Drive (T) Patterson, TM # 22.57 -1 -29 Dear Mr. Dellaripa: This Department, in conjunction with the NYCDEP, has received and reviewed the submitted repair permit, engineer's report and plans for the above'referenced project. The repair permit is hereby approved with the following conditions. 1. The owner must maintain an effective septic pump; out schedule until the subject repair is completed. - .2:- The- septic -systmi -rup-air shall -be frilly constructdd -and- completed"iii corriplidh 'E7wiffi'fheJ approved permit and engineering plans. 3. The Health Department shall be notified when constructions starts on the system and also' notified prior to backfill of the system. 4. The subject repair cannot be used as a system to provide sewage treatment for new construction or expansions on the site. Should you have any questions concerning this matter, please feel free to contact this office. ,-C! '.1-4111117 Michael J. Director of MJB:kly cc:-. J. Kalin, PE D. Shedlo, DEP MAB Environmental Health (845)278-61'30 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 :DEPARTMENT OF 1ENVIRONMENTAL 'PROTECTION 465 Columbus Avenue Valhalla, New York 10595 -1336 i Steven W. Lawitts Acting Commissioner Tel. (718) 595 -6565 Fax (718) 595 -3557 Bureau of Water Supply Paul V. Rush, P.E. Deputy Commissioner Tel (914) 742 -2001 Fax (914) 741 -0348 ,y``�K MITI D[PgRT,��FtiT Dip Government Information 3 and Services for !NYC ! July 7, 2009 Mr. Mike Budzinski, P.E. Putnam County Health Department 1 Geneva Road Brewster, New York 10509 Re: Baldwin SSTS Repair — Putnam Cty Septic Repair Program ( PCSRP) (T).Patterson, Putnam County East Branch Reservoir Drainage Basin TM# 25.57 -1 -29 DEP Log # 2009 -EB- 0384 -DJR.1 Dear Mr. Budzinski: This letter is to inform you that the New York City Department of Environmental Protection (DEP) has no objection to the approval of the above - referenced activity, subject to the following conditions: 1. The owner must maintain an effective septic tank pump -out schedule until the subject repair is completed. 2. The subject repair cannot be used as a system to provide sewage treatment for new construction or expansions on this site. This determination is based on the review of submitted documents including the drawings titled SST Repair Plari — �aldwiri YtesicTence�', Z2A I;are Shore Drive, Patterson, New York, revised 6/23/09. If you have any questions, I may be reached at (914)742 -2055. Sincerely, ID, Danny Shedlo, P.E. Civil Engineer III Wastewater Design Review EOH xc: Michael Meyer, NYCDEP EOH Planning Edward Barnett, PCSRP Watershed Information Coordinator Chris Dellaripa, PCSRP Inspector Roger Sokol, NYSDOH e.. Robert J. Bondi r. County Executive .Edward A- Barnett Watershed Information Coordinator e PUTNAM COUNTY SEPTIC REPAIR PROGRAM 100 Rte. 312 Bldg. #4 Brewster, NY 10509 Date: PCDOH Attn: Michael Budzinski 1 Geneva Rd. Brewster, NY 10509 D 1V1 B d ' ki• Cris Dellaripa Projects Coordinator Michele Palermo Office Manager CCU r. u zms ,. We wish to.report that the following job: Permit # 5 Name.. Address � v Town',. Tax ID# has heen_cor pleted..as per -the approved drawings.- As -Built Attached: Yes No 12 er rte„ iLl_r CC: Dan Shedlo, P.E. 'telephone: (845) 278 -8313 Fax: (845) 278 -2318 Revised: 6/23/08 AS BUILT 224 Lakeshore Dr !Patterson, NY Baldwin. RFB# 130590 A B . -- - - - - -- X' , ��. O 1 , , O 2 • � O 3 4 ,. Sample chamber A. B 1 . 18'6" 7'6" septic tank clean out 2 17,6" 12' 6" septic tank filter 3 18' . 16' pump chamber 4 peat modules- visible X electric control panel Installed by Mancini- Ciolo, Inc . 0 ENGINEERING REPORT PROPOSED SEWAGE TREATMENT SYSTEM REPAIR BALDWIN RESIDENCE 224 LAKE SHORE DRIVE TOWN OF PATTERSON, PUTNAM COUNTY, NEW YORK MAY 2009 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE - •-EDUCATION-LAW FOR ANY- PERSON", UNLESS - ACTING- UNDER•THE- DIRECTION OF A• LICENSED - PROFESSIONAL ENGINEER OR LAND SURVEYOR TO ALTER IN ANY WAY, ANY PLANS, SPECIFICATIONS, PLATS OR REPORTS TO WHICH THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR HAS BEEN APPLIED. COPYRIGHT 2008 DESIGN CONCEPTS ENGINEERING, P.C. Prepared by: Design Concepts Engineering, P.C. John A. Kalin, P.E. 3 Memorial Avenue Pawling, NY 12564 OF Co 0� D 079 0- Submitted herewith is a report containing the engineering design data relative to the emergency repair of a failed Sewage Disposal System (SDS) to serve a single family residence within the Town of Patterson, Putnam County, New York. PROJECT DESCRIPTION: The parcel to be serviced by the proposed SSTS is located at 224 Lake Shore Drive in the Town of Patterson. The parcel is identified on the Town Tax Maps as Grid # 25.57 -1 -29. The building is an existing 1 story structure with two (2) bedrooms. The existing septic has completely failed and is surface discharging. The building is supplied with water from a individual well located in the rear yard. GENERAL DESCRIPTION OF SYSTEM: The lot currently has an SSTS which consists of a concrete septic tank and a limited leach .pit area. Effluent has been surface discharging in the lawn and is therefore in failure. Test holes were excavated and witnessed by representatives of the Putnam County Septic Repair Program (refer to data on plan). During the soils investigation, the proposed SSTS area was found to be a mix of sands and loam. Water was noticed in the test pit. There were no indications of rock nor mottling in the hole. Utilizing the soil test data, the best area was selected for the treatment system (refer to plan). As this system is a repair, an alternate technology was selected to treat the effluent prior to discharging it into the receiving soil. The peat biofilter system by Puraflow was selected due to its ability to effectively treat effluent in a confined area. The new SSTS shall replace the existing system. Attached please find the proposed plans for the layout of the sewage treatment system. The system is proposed to consist of the following components: 1,500 Gallon Concrete Combination Septic /Pump Chamber Tank with risers 2- Puraflow Peat Fibre Biofilter Modules (blue units) Manufacturer's data was used to size the required number of units. Percolation tests were performed to size of the gravel bed. Separation distance was maximized from the onsite and adjacent wells. Effluent shall be delivered to the units through a force main. The pump chamber shall r Engineering Report- Proposed SSTS.Repair May 21, 2009 Baldwin Residence Page 2 deliver effluent in 25 gallon doses once per every two hours using a time dose control panel if sufficient volume exists in the tank. The panel shall be mounted in the basement with a visual -audio alarm. Sufficient storage capacity has been provided in the pump chamber if a failure occurs. This repair represents the best available solution to the failure, given the constraints of the site. SSTS Design Calculations Project: Baldwin Residence Location: 224 Lake Shore Drive Patterson,,New York 1. DESIGN CONSIDERATIONS 2 Bedroom Single Family Dwelling Emergency Repair of SSTS Note: Garbage Grinders Shall Not Be Used 2. DESIGN FLOW (Per PCHD Design Standards) 2 bedrooms x 150GPD /bed= 300GPD Use: 300 GPD 3. SEPTIC TANK SIZE Provide 1,500 gallon concrete, H -10 load rated, combination tank. It shall provide 1,000 gallon volume for septic tank. Provide watertight risers with lockable lid. 4. TREATMENT UNITS Perc Rate: 10 min /inch (shallow test result) :., ._.. _ .. Design Flow: 3.00: GP_D Method of Treatment: Puraflow Peat Fibre Units Units Req'd: 1 unit/bed x 2 bed = 2 units Use: 2 units 5. DISPERSAL BED Provide dispersal bed below treatment units Perc Rater 9.3 min /inch (use 10 min /in for greater interface area) As per Table 1 in the Puraflow Design manual (6/26/06 ed.), the underlying soil is classified as a Group 1 soil and is set at 2.76 gpd /sf infiltration rate (10 min /in pad). 2 bed x.1 50 gal /bed / 2.76 gpd /sf = 108.7 sf Make bed 10'x 12'(120 sf) D E.S I G N C O N C E P T S E N G I N E E R I N G P C 3 MEMORIAL AVE. SUITE 1 01 , PAWLING, NY 12564 PH: 845- 655 -2000 • FX: 645 -855 -2605 E: JKALIN @VERIZON.NET. Baldwin SSTS - Repair Calculations Putnam County Septic Repair Program Page 2 May 21, 2009 6. DOSING VOLUME As per the manufacturer, the system shall be time dosed 12.5 gal /unit every two hours. 2 units x 12.5 gal /unit = 25 gal dose /2 hrs PUMP CHAMBER: PUMP DESIGN Pump calculations: Daily design flow: 300 gpd Dose volume: 25 .gallons Tank: 1,500 gallon combination tank (1,000 gal septic, 500 gal PC) Friction Head: Pipe type /size: 1 %" polyethylene Length: 18 LF H -W coefficient: 120 Assumed flow rate: 30 gpm Loss ( @30GPM): 6.26/100' (per Goulds) Equivalent Lengths: Straight Length 18 LF Fitting loss (use 1 %" dia) 90° elbow (2): 4.3 x 2 45° elbow (2): 2.0 x 2 Quick disconnect (1): 4.3 x 1 Discharge (1): 1.5 x 1 Cleanout (3): 2.0 x 3 Ball Valve (1): 54.0 x 1 Check Valve (1): 11.0X1 Total length: 107.4 LF z Use' 108 LF Total Dynamic Head: Total dynamic head = static head + friction head Friction Head: Friction head = Equivalent length x Head Loss /100 ft of pipe D E S I G N C O N C E P T S E N G I N E E R I N G P C 3 MEMORIAL AVE. SUITE 1 01, PAWLING, NY 125B4 PH: 845- 855 -2000 • FX: 845 -855 -2805 E: JKALINOVERIZON.NET Baldwin SSTS - Repair Calculations Putnam County Septic Repair Program Page 3 _ _.. - .. - May 21, 2009 108LF X 6.26FT = 6.76 ft 10OFT Static Head: Static head = Elev at Unit - Elev. at Pump 102.0 -95.0 = 7.0 ft Total Dynamic Head: 6.76 + 7.0 = 13.76 FT Use: 14 ft Pump- specifications: Using the total dynamic head of 14 ft, a Goulds Effluent Pump Series PE, Model PE31, .33 HP, 115V, has been selected. This pump can deliver approximately 32 gal /min against 14 ft of total head. Refer to attached sheets for pumps specifications and chart. Cycle time: _ .Dose.= 25. GAL /CYCLE . - _ . __ . ..... _. _......_.._._...... _..__. Pump rate = 32 GPM NOTE: THE PUMP WILL BE CALIBRATED IN THE FIELD TO DELIVER 10.0 GAUMIN BY USE OF.A FLOW BYPASS (REFER TO PLAN). Drawdown / Float Switches: Tank capacity: 12.38 gal /in of depth Drawdown = Dose/Vol per Depth of tank 25 gal / 12.38 gal /in =. -2 inches Per design, the pump shall operate on a timer designed to deliver a 25 gallon dose every 2 hours. There shall be a pump enable float set at 3" off of the chamber floor. The alarm float will be set at 10.0" above the tank floor. Emergency storage volume capacity.is 415 gallons. D E S I G N C O N C E P T S E N G I N E E R I N G P C 3 MEMORIAL AVE. SUITE 1 01 , PAWLING, NY 12564 PH: 845 -855 -2000 • FX: 645- 855 -2605 E: JKALINOVERIZON:NET ITT Goulds Pumps PESubmersible Effluent Pump �RGOULDS PUMPS Goulds Pumps is a brand of ITT Water Technology, Inc. - a subsidiary'of ITT Industries, Inc. www.goulds.com Engineered for life Residential Water Systems I--. FEATURES • Corrosion resistant construction. • Cast iron body. • Thermoplastic impeller and cover. 0 Upper sleeve and lower heavy duty ball bearing construction. ■ Motor is permanently lubricated for extended service life. • Powered for continuous operation. • All ratings are within the working limits of the.motor. ■ Quick disconnect power cord, 20' standard length, heavy.duty 16!3 S1TW with 115.or 230 volt grounding plug. ■ Complete unit is heavy duty, portable and compact. ■ Mechanical seal is carbon, ceramic, BUNA and stainless steel. ■ Stainless steel fasteners. i�► ITT . GOULD'S . PUMPS : Residential Water Systems APPLICATIONS MOTOR Specially designed for the following uses: General: • Mound Systems • Single phase • Effluent/Dosing Systems • 60 Hertz • Low Pressure Pipe Systems • 115 and 230 volts • Basement Draining • Built -in thermal overload protection with automatic reset. • Heavy Duty Sump/ • Class B insulation. Dewatering • Oil - filled design. • High strength carbon steel shaft. SPECIFICATIONS —"'S! PE31 Motor. Pump — General: • .33 HP 3000 RPM • Discharge:1 IN' NPT • 115 volts • Temperature: 104 °F (4000 maximum, continuous when • Shaded pole design fully submerged,. Motor. . Solids handling:1/i" maximum sphere. .40 400 RPM • Automatic models include a float switch. a 115.and volts • Manual models available. • PSC design • Pumping range: see performance chart or curve. 1 Motor. �--� PE31 Pump: • . P, 3400 RPM • Maximum capacity: 53 GPM • 115 A430 volts • Maximum head: 25' TDH PSC design 'Kti Pump: • Mnum capacity: 61 GPM AGENCY LISTINGS • Maximum head: 29' TDH 1 Pump: ..: _ ......_.._.._..__...._......___ . C�k mum capacity: 90 GPM Maxi um head: 37' TDH S METERS FEET 1 40 35 10 30 = 25 U Z 20 y O o �ut 15 � 7 10 5 n 0 Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association File #LR38549 si14PA 0 5 110 15 m3/h CAPACITY Pumps is ISO 9001 Registered. AP A O ITT PERFORMANCE RATINGS ­7N PE31 51 Total Head (feet of water) GPM 5 52 10 42 15 29 20 16 25 0 RE41 I Head (feet water) GPM 8 61 10 57 15 46 20 33 25 1 PUMP INFORMATION To Head (feet o ter) GPM 10 67 15 59 20 0 25 3 30 26 35 8 GOULDS PUMPS Residential Water Systems DIMENSIONS (All dimensions are in inches. Do not use for construction purposes.) iCHARGE Minimum Float Switch Cord Discharge Minimum Maximum Shipping Order No. HP Vohs Amps Circuit Phase Style Length Connection Basin Solids weight Breaker Diameter Size Ibs/kg PE31 M 0.33 4 115 12 20 1 Manual / No Switch 20' 1.5° 18° .5" 31 / 14.1 PE31 P1 iggyback Float Switc PE41 M nual / No Swit E41 Pfi Pigg ck Float itch 4 'R 0 "� 3,7 -tp Manua No itch P 2P1 Piggyback Vat Switch P 5 M 5 115 ` Manua No itch E51 Piggy ck Float itch PE52M X0 7 19- ual / No Swit PE52P1 gyback Float Switc PUTNA�M COUNTY .DE�ARTI , � ITT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner R AL- pWIN Address - Located at (Street) �!'L I Y S Noe6 DR Tax Map t- 57 Block Lot _ (indicate nearest cross street) Municipality CT). Watershed svqS? S g1hN ai SOIL PERCOLATION TEST DATA Date of Pre - soaking :UIA ipb Date of Percolation. Test T. 13�'DEP 2 11`oK ` 11' 32 2� 1�' (�f, 34 �• 3 4 5 30 2.9' DifP . ? II I o ' I l �0 30. 23 - 2N• I ZS" 1,116 " 3 3o 125'' I.IZSN 26.7► j,„ 4 NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at.each percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hale. . Form DD-97 TEST PIT DATA 2 DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES DEPTH HOLE NO: T� - =HOLE NO. HOLE NO. 0.5' 0 — Z►{" Lo{xal . LOAM 1.0' ,. 1.5' 2.0' 2.5' 3.0' 3.5' 4.0' Ma I sT SI J 11i 4.5' 5.0' 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. fo ys° Indicate level at which mottling is observed No7 ogwww Indicate level to which water level rises after being encountered Deep hole observations made by: J KAL,N; M, 6vp7INsic . D st-tr-_b Date 4A 41? Design Professional Name: J640 A kA W r', P6 Address: tw 'NAIN NA o O Signature: ! '� e 0 Design Professional' s Seal EX. SEPTIC TANK TO BE PUMPED BY A NYSULU - LICENSED PUMPER AND BROKEN, UP FOR FILL - EX. CESS POOL SHALL BE PUMPED BY A NYSDEC LICENSED PUMPER AND FILLED IN. EXISTING GRAVEL BED SHALL BE ABANDONED IN PLACE. --1 NOTE: ALL COMPONENTS AND /OR SOIL FROM THE EXISTING SSTS ARE TO EITHER BE BURIED ON SITE OR REMOVED FROM THE SITE BY A NYSDEC PERMITTED WASTE HAULER. ALL REMOVED COMPONENTS SHALL BE REPLACED WITH SUITABLE R.0.8. FILL CONTAINING LITTLE OR NO FINES AND THEN COMPACTED. GM M 09" \I SSTS FAILURE NOTICED NOTE: CONTRACTOR SHALL PROTECT ROADWAY AT ALL TIMES DURING CONSTRUCTION. ALL DEBRIS SHALL BE CLEANED FROM ROAD AT END OF EACH DAY OR SOONER. AU YEIl � 1 x0ov«N /xavmr rtr,4ND — S11`N'1ol 6.10' —0_— NL RNC[ k G4R / t I 1 S11.41*10•E 1 �J 92.60' `� `♦; 13.98' � /O' Mr OUTLET GUTTER LEADER INTO. 96..,E STONE DISSIPATER (2'x1'x3'L). SILT FENCE (TYP) °T -1 ' (REFER TO DETAIL) `h' 1 AREA RESERVED FOR HEALTH DEPARTMENT APPROVAL Putnam County Department of Health •[ /1s1on of Environmental Health Servioes ki:nroved a;'n0'5ed fo Ao�Vrmanoe with _;s.;ti: able Eules and Regulations of the - 'utnam County ealth Aapartment.. Signature 1 Date �Y AU Wal 2 –.PEAT BIOFILTER MODULES J (REFER TO DETAILS) 10'x12'x6' LEVEL GRAVEL PAD (REFER TO DETAIL) RELOCATE FENCE AS REQUIRED i .,SEPTIC SITE PLAN Ar.G1 F., 11rrh . 20 fast t MVMevanc% JrV RESPONSIBLE FOR INTERIOR PLUMBING MODIFCATIONS, IF 60.1. YELL NECESSARY, TO REDIRECT OUTLET ® PIPE TO PROPOSED LOCATION. N'I c 4Y tl0 9018 i C M YELL `$1 O Z 10 1 s rn ?Mx \ N�g 4Y p0�' �� may ROD . eq• POMP PICK UP GUTTER LEADER AND PIPE WITH 4° GASKETED SDR -35 PIPE. DRAIN TO DAYLIGHT. LOCATE AND REDIRECT SEWER LINE TO NEW TANK W/ 4° PVC SDR -35 (2% MIN PITCH) 2' PVC ELECTRIC CONDUIT 1,500- GALLON PRECAST CONC COMBINATION TANK 1.5 °0 PVC SCH 40 FORCE MAIN (REFER TO DETAIL) SURFACE SWALE (REFER TO DETAIL) W(.AM-r; 1 -•p-V, I ".%