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HomeMy WebLinkAbout1158DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 25.57 -1 -15 BOX 11 01158 � �� or I . oj Toor Y ` I' '■ L ■ J a � r I I} L • r 1 � � , 01158 PUTNAM COUNTY HEALTH DEPARTMENT DIVISION OF ENVIRONMENTAL HEALTH SERVICES SITE LOCATION a OWNER'S NAME X MAILING ADDRESS_ � ssd►� OMCM USE ONLY e,3 7 0 !•� e��r �g or 2�/' PHONE Z 3O PERSON INTERVIEWED �d ,P d i `� PCHD Complaint # If ame & Kelationstup ti.e., owner,.tenant, etc. DATE 16/Z A/o TYPE FACILITY PROPOSED INSTALLER �r�r` o a`— PHONE ADDRESS REGISTRATION# Proposal (include sketch locating all adjacent wells): NOTE: Repair must be in same location and of same type as original sewage disposal system .Different location m3y require submittal of proposal from licensed professional engineer or registered architect. teported'agent 6f owne"r'agree W-the this-fom.— SIGNATURE i�A TITLE. Proposal approved with the following. conditions: 1. Procurement of any Town permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: DATE a. Owner's name b. Site Street Name, Town and Tax Map number. C. Location of installed components tied to two fixed points (e.g.,house corners). d. System description (e.g., 1250 gal. Concrete septic tank, three precast 6' diam. X 6' deep e. Installers' name and number. 3. System repair to be performed in accordance with the above proposal and conditions: Proposal approved <pector's Signature & Title COPIES: White (PCHD); Yellow (Town BI); Pink (applicant) PC -RP 99ML ��• ►-SRS { J,10w - 1� �, • • • � • • i� •iy• tip+• •+�. PROPOSAL FOR SZ-AM DISPOSAL SYSTEM REPAXB if 4 -W3- N & v-P- n A %P t L ' � Lofs Ju° a(osa4)0 MOLP PHONE _ I y -d / L %•V ma 2 S-- s7- / -/S PCHD Cagalaint # Ys- Name & Relationship (i.e, owner,tenant, etc.) TYPE FACILITY REGISTRATION # PC Iq Us' PHONE X71-050Y _(include sketch locating all adjacent wells): NOTE: Repair must be in same location and of same type as original sewage disposal system. Different location may require sukmittal of proposal fran licensed professional engineer or registered architect. ere s;3 n C approved Proposal Lk , - t, tj _o 11, Inspector's Signature !0 ne roposal approved with the following conditions: 1. Procurement of any Town permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name. b. Site Street Name, Town and Tax Map number. c. Location of installed canponents tied to two fixed points (e.g.,house corners). d. System description (e.g., 1250 gal. concrete septic tank, three precast 6' diem. x 6' deep drywells surrounded by one foot + gravel). e. Installer's name and number. 3. System repair to be performed in accordance with the above proposal and conditions. I, as owner, or reported agent of owner a to the above conditions. SIGNATURE Vkdf,9 a J a TITLE O ALOI/L DATE j0 Ito QPIH;: Vbit]e MD); YeUcw Mcm E U s Pink (AppU=tt) PC -RP 97 i P C� PUTNAM COUNTY HEALTH DEPARTMENT �� ya DIVISION OF ENVIRONMENTAL HEALTH SERVICES * PROPOSAL FOR SEWAGE DISPOSAL SYSTEM REPAIR OFFICIAL USE ONLY 7. SITE LOCATION TM# ,-. OWNER'S NAME 4 . ' iii �'� ; �; rf�= PHONE ,/, ;mil ',-.;, MAILING ADDRESS. ;<' G' �, , `':' r ,f F -' ��!- r �� �=�'..'' PERSON INTERVIEWED PCHD Complaint # Name & Kelationship i.e., owner, tenant, etc. DATE ' TYPE FACILITY PROPOSED INSTALLER e=� !^- -ter= f' PHONE ADDRESS REGISTRATION# Proposal (include sketch locating all adjacent wells): NOTE: Repair must be in same location and of same type;.as•original sewage disposal system..Different,locationr may require submittal of proposal -from licensed professional engineer or registered architect.... . .w. +'d •,, E' •'.,,.". ,/•�. ��r', 1 R.�-'r"��'� rc +'' /"� fiF^'' °'4'�' !.t •Gr' ^''`a'1 — -I, as owner; or reported, agent •of owner-agree-to- the- conditions-stated-on,this. form.---. SIGNATURE .i s .•.1 %j' -c�., TITLE DATE • Proposal Wroyed with the.following conditions: 1. Procurement of any Town permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name b. Site Street Name, Town and Tax Map number. ". C. Location of installed components tied to two- fixed points (e.g.,house corners). d. System description (e.g., 1250 gal. Concietejeptic tank, three precast 6' diem. X 6' deep e. Installers' name and number. 3. System repair to be performed in accordance with the above proposal and conditions. Proposal approved Inspector's, Signature & Title DATE COPIES: White (PCHD); Yellow (Town BI); Pink (applicant) PC -RP 99ML Robert J. Bondi 4 ;�_ Cris Dellaripa County Executive Projects Coordinator Edward A. Barnett Michele Palermo Watershed Information Coordinator Office Manager PUTNAM COUNTY SEPTIC REPAIR PROGRAM 100 Rte. 312 Bldg. #4 Brewster, NY 10509 Date: 2-1 Z l4 q PCDOH Attn: Michael Budzinski 1 Geneva Rd. Brewster, NY 10509 Dear Mr. Budzinski; We wish to report that the following job: Permit # G) -S /J' / -- 4 ip Name 0 A--,' Address 2 I a a,. V� Town Tax ID# 69 has been completed as per the approved drawings. As -Built Attached: Yes TY7 No S/2" Ile "'J Signed CC: Dan Shedlo, P.E. Telephone: (845) 278 -8313 Fag: (845) 278 -2318 Revised: 6/23/08 moo s /�dv�/ /�Ps�•/' swell MMOA.-JWU AWO= 9MILLWAW=XM — asmrt �osa�r — walsRs feed oil a ind }god 6uildwes F UOSJGUBd a® aa04S a )Ie, OLZ I!aup 9401. T 40Z 'Z u )JUL; ogwo: je6005` i 80OZ `aag0 ;o0 841 'Z u )JUL; ogwo: je6005` i 80OZ `aag0 ;o0 - Sheet—/—of ,r PUTNAM COUNTY DEPARTMENT OF HEALTH . . DIVISION OF ENVIRONMENTAL HEALTH SERVICES FIELD ACTIVITY REPORT /Z' Z' X70 Street Town State Zip PERSON IN CHARGE T wig // TYPE OF FACILITYNarrCandTKe FINDINGS: �T I acknowledge receipt of this report: SIGNATURE: 02/96 Title:_ Rev. -o / ® e e e 465 Columbus Avenue Valhalla, New York 10595 -1336 Emily Lloyd Commissioner Tg!. (718) 595 -6565 Fax (718) 595 -3557 Bureau of water Supply .Paul B. Rush, P.E. Deputy Commissioner Tel (914) 742 -2001 . Fax (914) 741 -0348 CRY DEPgRTM 2`o�yo ®PTO ENTAL PQD�.� .nyc.gov /dep . (7 18) DEP - HELP July 31, 2008 Mr. Michael Budzinski, P.E. Putnam County Health Department 1 Genova-Road- Brewster, New York 10509 t Re: O'Neill SSTS Repair - Putnam Cty Septic Repair Program ( PCSRP) (T) Patterson, Putnam County East Branch Reservoir Drainage Basin TM# 25.57 -1 -15 DEP Log # 2008-EB-095 1--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 "SSTS Repair Plan - O'Neill Residence ", 270 Lake Shore Drive, Patterson, New York, revised 7/22/08: 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, PCSRP Watershed Information Coordinator Chris Dellaripa, PCSRP Inspector Roger Sokol, P.E., NYSDOH BRUCE R._FOLEY Public Health Director LORETTA MOL-INARI R.N., M.S.N. - Associate Public Health Director Director of Patient Services DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York 10509 Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services. (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914). 278 - 6085 Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 S 4ALo TO: DE ARTMENT OF ENGINEERING AND DESIGN REVIEW DELEGATION STATUS FOR SUBSURFACE SEWAGE TREATMENT SYSTEM PROGRAM JOINT REVIEW PROTECT: 01 TOWN: REVISION (JTREV2) &.4- Zoo zAaz�r--F- DATE:r2� OC ENGINEERING, PC July 22, 2008 Mr. Michael Budzinski, P.E. Putnam County Department of Health 4 Geneva Road Brewster, N.Y. 10509 Re: O'Neill Residence SSTS Repair 270 Lakeshore Drive (T) Patterson TM# 25.57 -1-15 Dear Mike: I have reviewed your comment letter dated July 21, 2008 regarding the above referenced project. As requested, I have modified and/ or provided additional information on the attached plans and in this letter. To facilitate your review, I have keyed the following responses to your original comments: 1. Comment acknowledged. The gutter leaders have been routed around the SSTS area and septic tank. Attached please find four (4) sets of the repair plan for your consideration for approval. If you have any questions, feel free to call me at your convenience. I can be reached at (845) 855- 00. Since ly, John A. Kalin, P.E. cc: Cris Dellaripa, PC Septic Repair Program C:\design concepts\ projects\ PCSRP\ oneil \CORRESP \072208.resp.ltr.wpd 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 O 1 , PAWLING, NY 12564 PH: 645 - 855 -2000 • FX: 645- BSS -2605 E: JKALIN @VERIZON.NET 1 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health July 21, 2008 John Kalin, PE DC Engineering 3 Memorial Ave. Pawling, NY 12564 Dear Mr. Kalin: 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 Repair for O'Neill at 270 Lakeshore Drive (T) Patterson, TM # 25.57 -1 -15 With reference to the above referenced project, please find a comment letter, dated July 16, 2008 from the NYCDEP. Upon completion of the above, and the submittal of revised plans, this Department will continue its review. Kindly advise us if there are any questions. Respectfully, ichael J. Director oi MJB:kly cc: C. Dellaripa 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 Fax:914-773-0343 Jul 16 2008 17:11 P.01 i 11 y.-16.1.2008 tM. Budzinski, P-E.' .1 : ii utriam 'ounty Health Department Gene a Road rewst New York 10509 ie I e: O'Neill SSTS Repair Putnam Cty Septic Repair Program (PCSRP) (T) Patterson, Putnam Co'unty, .1 �ast Branch Reservoir Drainage Basin M# 25,57-1-15 DEP Log # 2008-EB-0951-DJR, I Tear Budzinski: his lett,-r is to inform you that the New York City Department of vironmental Protection (DEP) has reviewed above-referended repair pplicat on, has determined it to be incomplete, and requests tYe following: I T ae plan must show the location of footing/roof drains and ensure they ai e directed away fxorn treatment area. the ocumen s t i in cludixi g �ese e, mments are based on the review of submitted d rawing ; titled "SSTS Repair Plan — O'Neill Residence", 2*hlce Shore Drive, P atterson, New York, dated 6/15/08. M1 there:i ire any questions, I may be reached at (914)742-2055.., fl A kncerel y, 1 army &edlo, P.E. 4.0 b gineer 1H Cstewiter Design Review EOH U, A Meyer, NYCDEP EOH Planning 7d Barnett, PCSRP Watershed Information Cooi(iinator Dellaripa, PCSRP Inspector Sokol, P.E., NYSDOH II §A. .y�`t� � e e e e e 465 Columbus Avenue Valhalla, New York 10595 -1336 Emily Lloyd Commissioner Tel. (718) 595 -6565 Fax (718) 599 =3557 Bureau of Water Supply Paul B. Rush, P.E. Deputy Commissioner Tel (914) 742 -2o01 Fax (014) 741 =0348 CITY DEPgRT 0 R�NAIEMAL ww w.nyc.gov /dep (7181 0EP -HELP July 16, 2008 Mr. Mike Budzinski, P.E. Putnam County Health Department 1 Geneva Road Brewster, New York 10509 Re: O'Neill SSTS Repair — Putnam Cty Septic Repair Program ( PCSRP) (T) Patterson, Putnam County East Branch Reservoir Drainage Basin TM# 25.57 -1 -15 DEP Log # 2008 -EB- 0951 -DJR. l Dear Mr. Budzinski: This letter is to inform you that the New York City Department of Environmental Protection (DEP) has reviewed above - referenced repair application, has determined it to be incomplete, and requests the following: 1. The plan must show the location of footing /roof drains and ensure they are directed away from treatment area. These comments are based on the review of submitted documents including the drawings titled "SSTS Repair Plan — O'Neill Residence ", 270 Lake Shore Drive, Patterson, New York, dated 6/15/08. If there are any questions; I maybe reached a't-(914'742- 2,055. Sincerely, 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, P.E., NYSDOH ENGINEERING REPORT PROPOSED SEWAGE TREATMENT SYSTEM REPAIR O'NEILL RESIDENCE 270 LAKE SHORE DRIVE TOWN OF PATTERSON, PUTNAM COUNTY, NEW YORK JUNE 2008 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE - - •---- EI)UCATION LAW FOR•ANY-PERSON; UNLESS ACTING- UNDER•THE DIRECTION OF A LIC5NSEfS -' 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. !•,'< <d Prepared by: Design Concepts Engineering, P.C. John A. Kalin, P.E. 3 Memorial Avenu Pawling, NY 12564 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 270 Lake Shore Drive in the Town of Patterson. The parcel is identified on the Town Tax Maps as Grid # 25.57 -1 -15. 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(referto data on plan). During the soils investigation, the proposed SSTS area was found to be a mix of sands and loam. There were no indications of rock, water nor mottlinq 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 Engineering Report- Proposed SSTS Repair June 20, 2008 O'Neill 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: O'Neill Residence Location: 270 Lake Shore Drive Brewster, 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 -20 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: 4 min /inch Design-Flow: 300 GPD (2 bedroom) 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 Rate: 4min /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 150 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: e45- 855 -2000 • FX: e45 -855 -2605 E: JKALINOVERIZON.NET O'Neill SSTS - Repair Calculations Putnam County Septic Repair Program ry Page 2 June 20, 2008 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 Y2" polyethylene Length: 25 LF H -W coefficient: 120 Assumed flow rate: 30 gpm Loss ( @30GPM): 6.26/100' (per Goulds) Equivalent Lengths: Straight Length, 25 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): 11.0 x 1 Total length: 114.4 LF = Use: 115 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 O 1 , PAWLING, NY 12564 PH: 645 -855 -2000 • FX: 845 -655 -2605 E: JKALINOVERIZON.NET O'Neill SSTS - Repair Calculations Putnam County Septic Repair Program _ .. Page 3 June 20, 2008 115LF x 6.26FT = 7.2 ft 100FT Static Head: Static head = Elev at Unit - Elev. at Pump 103.0 -97.5 = 5.5 ft Total Dynamic Head: 7.2 +5.5 =12.7 FT Use: 13 ft Pump specifications: Using the total dynamic head of 13 ft, a Goulds Effluent Pump Series PE, Model PE31, .33 HP, 115V, has been selected. This pump can deliver approximately 34 gal /min against 13 ft of total head. Refer to attached sheets for pumps specifications and chart. Cycle time: �AL %CYCLE - Pump rate = 34 GPM NOTE: THE PUMP WILL BE CALIBRATED IN THE FIELD TO DELIVER 12.5 GAL /MIN 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 -e55 -2605 E: JKALINOVERIZON.NET tj - N! DEPARTMENT F hEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner 0 P4 E I LL, Address 4119 SCORE tiF- 1 V6 Located at (Street) tjO tAtt ZW Or-jvf, Tax Map l5s7BIock I Lot (indicate nearest cross street) Municipality L�P'A'TillLA&A Watershed PVT uA kt "Z7T SOIL PERCOLATION TEST DATA Date of Pre-soaking 6 TO -01b Date of Percolation Test NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each percolation test hole. (ix.,s I 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 . . ....... . . .......... ... ro . ...... .. ....... Ile Z T .......... . . .. .... . ........ . ..... ......... ...... ...... PT- 1 1 1:00 - V.0 -4q 3 2 1 2 :1v' 1, *M 17 1 q 3 4 5 '01 2 3 "::A LU 4 5 2 3 4 5 NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each percolation test hole. (ix.,s I 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 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' 9.0' 9.5' 10.0' TEST € IT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES HOLE NO. tj - ( HOLE NO. HOLE NO. C) To Sv ►� 9�ti56" 0 6RN LOAM S7 "� 72° g9N F(K SAND SuME $0V L.05E -S Indicate level at which groundwater is encountered NO`C EN0001JT6p540 Indicate level at which mottling is observed Not oi3sS?�Vco Indicate level to which water level rises after being encountered l4 /A Deep hole observations made by: J rNt,w , M gypzygs -j D. smpw Date s 8 0 Design Professional Name: t4 N A . r—Aw Address:'b(, ENG,►N�2lNGs �G Signature: Design Professional's Seal r i �C?' z ITT GOULDS PUMPS Residential Water Systems APPLICATIONS MOTOR Specially designed for the following uses: General: • Mound Systems • Single phase • EffluenVDosing Systems • 60 Hertz • Low Pressure Pipe Systems • 115 and 230 volts 25 • 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 PE31 Motor: F..... - Pump — General: • .33 HR 3000 RPM 20 • Discharge: 1 %z° NPT • 115 volts • Temperature: 104 °F (40 °C) maximum, continuous when ' Shaded pole design fully submerged. 41 Motor: • Solids handling : ' /h° maximum sphere. • . HP 3400 RPM • Automatic models include a float switch. • 115 d 230 volts 1 5 • Manual models available. • PSC de ' • Pumping range: see performance chart or curve. RE51 Motor. �-- PE31 Pump: • . HP 3400 RPM F • Maximum capacity: 53 GPM • 115k 4230 votes 10 • Maximum head: 25' TDH • PSC desi q 1 Pump: Ma ' um cap : 61 GPM AGENCY LISTINGS • Maxim ad: 29' TDH :.. _ .... PE5.1. Pu p: • Ma ' um capaa 70 GPM • ximum head• 37' H C us Tested to UL 778 and CSA 22.2108 Standards By Canadian Standards Association METERS FEET File #LR38549 _L_. __ MODELS: PE31, PE41, 1 r + .._ Er �..._�.. '....i _.........I HP-33 -40,50 3sii . •..— -"I" 1 —''i-1 "i" _.f 1_... _i- .1. -•__ r - --;- —► 2 GPM I FT 0 0 0 10 20 30 40 s0 60 _ 70 GPM 8C Gt4" 0 5 10 is m3/h CAPACITY Goulds Pumps Is ISO 9001 Registered. c �K r�9 Y. Li 30 _ 25 ..� F..... - -- 20 1 5 }..._.. _.. F 10 0 0 0 10 20 30 40 s0 60 _ 70 GPM 8C Gt4" 0 5 10 is m3/h CAPACITY Goulds Pumps Is ISO 9001 Registered. c �K r�9 Y. Li ITT PERFORMANCE RATINGS PE31 X51 Total Head (feet of water) GPM 5 52 10 42 15 29 20 16 25 0 'P�E41 T al Head (feet water) GPM 8 61 10 57 15 46 20 3 25 1 PUMP INFORMATION To Head (feet o ater) GPM 10 67 15 59 20 50 25 Minimum 30 26 35 8 GOULDS PUMPS Residential Water Systems DIMENSIONS (All dimensions are in inches. Do not use for construction purposes.) C iE CHARGE 1 Minimum Float Switch Cord Discharge Minimum Maximum Shipping Order No. HP I Vohs Amps Circuit Phase Basin Solids Weight Breaker Style Length Connection Diameter Size Ibs/kg PE31 M 0.33 � 115 12 20 1 Manual / No Switch 20' 1.5" 18" .5" 31/14.1 PE31 P1 iggyback Float Switc PE41 M 5 15 anual / No Swi Pigg ack Float itch *PEP1 3. 10 Man u / N witch Piggyback oat Switch P 15 .5 20 Manu / N Switch 51 Pigg ack Float witch PE52M 23 4.7 10 anual / No Swi PE52P1 iggyback Float Switc SHERLITA AMLER, MD, MS, FAAP L.- . _ 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 LO TO: DEPARTMENT OF ENGINEERING AND DESIGN .REVIEW PRIORITY - SEPTIC REPAIR DELEGATION STATUS FOR SUBSURFACE SEWAGE TREATMENT SYSTEM PROGRAM PROJECT: TOWN: JOINT .REVIEW SUB'D APP DATE NOTICE OF COMPLETE APPLICATION: DATE: ❑ Within the drainage basins of West Branch, Boyds Corner Reservoirs or Croton Falls. ❑ Within 500 feet 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. ❑ Commercial SSTS. jtreviewrepair 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 Faz (845) 278 -6085 Early Intervention /Preschool(845)278 -6014 Fax(845)278 -6648 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health. LORETTA MOLINARI, RN, MSN Associate Commissioner of Health DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 Chris Dellaripa Putnam County Septic System Repair Program 100 Route 312, Building # 4 Brewster, NY 10509 Re Dear Mr. Dellaripa: August 5, 2008 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health Septic Repair Permit (WS- 151 -08) for O'Neill, 270 Lakeshore Dr. (T) Patterson, T.M. # 25.57 -1 -15 This Department, in conjunction with the NYCbEP has received and reviewed the submitted repair permit, engineer's report and plans for the aboveferenced 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 system repair shall be fully constructed and completed in compliance with the 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. Respectfully, Michael J. Budonski, Director of En ineern MJB:kly cc: J. Kalin, PE D. Shedlo, DEP MAB 6 Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool(845)278 -6014 Fax(845)278 -6648 PUTNAM COUNTY HEALTH DEPARTMENT DIVISION OF ENVIRONMENTAL HEALTH SERVICES P POSAL FO YES N SWAGE TREATMENT S Internal Use On fP Repair Permit issued in last 5 years ❑ ❑ Repair within Boyd's Corners, W. Branch or Croton Falls Res. ❑ ❑ Repair within 200 ft. of a watercourse or DEC - mapped wftlani STEM REPAIR `PERMIT# W� —� ❑ Not in Watershed ❑ Delegated ❑ Joint Review SITE LOCATIQN TOWN t a�J� -tea°^ TM # ,�—_ `'jJ" OWNER'S NAME (Z/�% i' I,' PHONE # MAILING ADDRESS .S �.. APPLICANT �G- Name & Relationship (i.e., owner, tenant, contractor) DATE Z O FACILITY TYPE PCHD COMPLAINT # PROPOSED INSTALLER./ 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 of the r pair, I, as owner,agree to the conditions stated on this form fr SIG NATURE �� `��' TITLE DATE (owner) the -septic installer, agree to comply with the conditions of•this.permit- for.the septic system repair . SIGNATURE l y '� TITLE �_. ��� ;.r'' DATE /U.. (installer) Proposal 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 Pr osal Approved lY. Proposal Denied U Inspectors Sign u 'tie' - Date Expiration Date Repair proposa6 is in compliance witK4 able codes Yes ❑ No COPIES: PCHD; Owner; Installer PC -RP 99ML Rev. 2/07 PUTNAM COUNTY DEPARTMENT OF HEALTH - DIVISION -OF ENVIRONMENTAL- HEALTH SERVICES INITIAL INDIVIDUAL /COMMERCIA:L SITE INSPECTION FORM SECTION A. GENERAL, ; NFORMATION Name of Project ) County .-�— Site Location Building construction begun Extent Is property within NYC Watershed ..................] Yes No SECTION B. TOPOGRAPHY (Please check all appropriate boxes) 1. Hilly Rolling . Steep slope Gentle slope 2. 0 Evidence of wetlands 0 Low area subject to flooding ZFlat Bodies of water Drainage ditches Rock outcrops 3. Property lines or corners evident ....................... ............................... Yes 0 No 4. Do water courses exist on or adjoin the property? .................. F�q Yes F-1 No 5. Will these affect the design of the sewage system facilities ?............ Yes No 6. Do watershed regulations apply in this development ? ....................... Yes No 7 Will extensive grading be necessary? ............... `Will' dxfdiisive fill lie nddessaryffor SSTS? - 9. Do filled areas exist within the SSTS area ?......... If yes, what is the condition of the fill? SECTION C. SOIL OBSERVATIONS ....................... 0 Yes 0 No ........................ 0 Yes No I ........................ Yes No .... ... .. .... .... ., 10. Appearance of soil: Sand F Gravel 0 Loam F—] Clay F—] Hardpan E:] Mixture 11. Observed from: a Borings Bank cut Backhoe excavations 12. Soil borings /excavations observed by d i on 13. Depth to groundwater on 14. Depth to mottling (p 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 on SECTION D (on back) Form ST -1 24. Site observer /inspector and title 25. Date(s) of observation(s)inspection(s)� TEST PIT PROFILES Hole # Lot # Hole # Lot # Hole # Lot # 2 Depth to water .. Depth to water SECTION D. DRAINAGE Depth to mottling -'' ' 18. Will proposed grading materially alter the natural drainage in this or adjacent areas? ❑ Yes n No 19. Will groundwater or surface drainage require special consideration? ..................... ❑ Yes � No 20. Will gullies, ditches, etc., be filled and watercourses be relocated ? ......................... ❑ Yes `- J No `-�' SECTION E. REMARKS 1.0 2.0 21. If a common water supply is proposed, has an inspepo been made of the 3.0 3.0 3.0 existing or proposed source and facilities ? ................ ....... ............................... Yes No 5.0 '.� Inspection data 5.0 6.0 22. Do adjacent wells and/or sewage systems exist? ..................... ............................... Yes ❑ No 23. Additional comments C 69--- 8.0 8.0 24. Site observer /inspector and title 25. Date(s) of observation(s)inspection(s)� TEST PIT PROFILES Hole # Lot # Hole # Lot # Hole # Lot # Depth to water Depth to water .. Depth to water Depth to mottling -'' Depth to mottling ..._ ... ..._ .....,__.....D.epth to mottling. Depth to rock/imp. - Depth to rock/imp. Depth to rock/imp. G.L. G.L. &L. 0.5 0.5 0.5 1.0 1.0 1.0 2.0 2.0 2.0 3.0 3.0 3.0 4.0 4.0 4.0 5.0 '.� 5.0 5.0 6.0 6.0 6.0 7.0 7.0 7.0 8.0 8.0 8.0 9.0 9.0 9.0 10.0 10.0 10.0 -V SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLJNARI, RN, MSN Associate Commissioner of Health a w DEPARTMENT OF- HEALTH 1 Geneva Road, Brewster, New York 10509 REQUEST FOR FIELD TESTING ROBERT J. BONDI ,.County Executive ROBERT MORRIS, PE Director of Environmental Health All information below must be fully completed prior to any scheduling. DATE: o ENGINEER OR FIRM: C-1 ( _ PHONE #:2— r) A /� PERSON TO CONTACT: �--,- ❑ NEW CONSTRUCTION . 2-6PAIR PROGRAM ❑ ADDITIONPROGRAM :._ .. __ ..................,.. _..... . _................. . ...,..........: ROAD /S�TRE�T.:.� �.:.w��..D.....�...�;;�.� .: � �--r� �...._.v.. �.._..... w,_..._. r, x�... w,. w....._ w,._.._......_... �,,.._.. ..,..........._..._..._._...... TOWN: TAX MAP #: X17 SUBDIVISION: LOT #: OWNER: 0 V NYCDEP CRITERIA FOR JOINT REVIEW AND WITNESSING OF SOIL TESTING YES NQ . Proposed SSTS within'the' drainage basin of W4 st Branch or Boyds Corner -& - Croton Falls Reservoirs. 2 O _ - ..Proposed..SSTS•within 500 feet of.a •reser.voir,_reservoir -stem.or .control la -ke: • .••:• - -,• O Proposed SSTS within 200 feet of a watercourse or a DEC wetland. , O Proposed SSTS design flow greater than 1000 gallons /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 Les 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 a proiect� has ._ been ._ determined to _Delegated based on.. -.the .ab;ove.,- .r.espopse ,_mod _ then _,s.ubsegaent.:____.: _.; information iindicates NYCDEP is required .to witness. the soil tests, it will be the sole responsibility of the design professional to schedule re- witnessing of the soil esting with NYCDEP. FOR COUNTY USE ONLY DATE: TIME: COMMENTS: REQ. FOX FMLD TESTINO:KLY ' Environmental Health (845) 278.6130 Fax (845) 278 -1921 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 C� a'AO• 3 •-off . , :. `, : ::`. ; *a:'s 1 WOO. • I . 51.3 r- , `'' �4 +�`yy": - • N . l 5'F•o1Z� t ' : � ,; Via, "� �'u o as's .: , 1S �yr4 A,,Z t .�`� .• . rL2i i 3,Jd'J <3m?g: °t'a5 .tr Cam? -. x l �ricrorc�+.a,er,s' 'or erse+nt:be�o;.� ,gcade,., ►�'`ae±�, °:nod .shaver+ hereon L Y o,n��: �i..•E• .t.oa '30'., . �o�/EM13E7-�. 9, X983 - t�Zrgac�} A. O'IJ�:11 Emp,ca ek 'Arr+c,�,c�, F'yv r�ir y� 'jY�'�I71!'.�' -hJ�• ..1-C.�r' ���QOgB�J y- i s maP �s r�ae torn a� a��ual s��Je� e� e prop com �I e.� on f�cwarnbe� 9 1oj83 e5��,,�•�` .�,!! =` ,�l.:Ai -� Su2�1C�/o12- �.1GEt.?SE � q '?I I gq I ( PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES C DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner Address Located at (Street) J7o LLL ke 5L.re big Tax Maps 53 Block l Lot /5" (i icate nearest cross street) Municipality Watershed P SOIL PERCOLATION TEST DATA 1 Date of Pre - soaking Date of Percolation Test Form DD -97 11 1 ': 4S� 1: L:� ( - J1 3 2 5 j v �'►�� �7 c c i— err /2 j� ��N� + r 3 4 (, ` S 4'!( k A1JD Smrz, �± 4�ZN L ed, /!/h L'r l, L 5 C)q 3 3 2 J'i0 -0:0-)j la 1 - a 3 3 - ��3q 4 5 1 2 3 4 5 NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD -97 11 UW, SHERLITA AMLER, MD, MS, FAAP ROBERTJ. BONDI Commissioner of Health County Executive LORETTA MOLINARI, RN, MSN ROBERT MORRIS, PE Associate Commissioner of Health Director of Environmental Health • ' DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 REQUEST FOR FIELD 'TESTING All information below must be f completed prior to any scheduling. DATE:/ o ENGINEER OR FIRM: e cl 69 PHONE ##: 2 r) 42,q:?/ PERSON TO CONTACT: ❑ NEW CONSTRUCTION [;�-6PAIR PRO GRAM ❑ ADDITIONPROGRAM REASON: DEEPS: ❑ PERCS: C, PUMP TEST: ❑ - ROA:D/S'Y= REE•q': -.w._ �.. u �,,` _ . �... �Ay�:.u_.........K�... _ M. �..._,.r. �.. �,.._. �_.. �.. w.. �..,. �.. u._.. .......,d..�._..r.._.:......,. TOWN: c .. - - TAX" #... SUBDIVISION: LOT #: OWNER: O (,- �" A NYCDEP CRITERIA FOR JOINT REVIEW AND WITNESSING OF SOIL TESTING YES' NO , .Er el' Proposed SSTS within'the drainage basin of W- est Branch or Boyds Corner &.. Croton Falls Reservoirs. 0 - O : Proposed SSTS within 500 feet of a reservoir, reservoir st6ti of-toritrol lake. 0 Proposed SSTS within 200 feet of awatercourse or a DEC wetland. 0 Proposed SSTS design flour greater than 1000 gallons /day or SPDES Permit required. 0 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 ves 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 a_•projtct has ...been „dete_rminedto.,.be _ Delegated:_ based„ ono,the,,above_;.e�sopse:_a�ud_ then._ ,s_ubseq.ent...;_:.:..,.:.::.,; information indicates NYCDEY is required to witness the soil tests, it will be the sole responsibility of the design professional to schedule re- witnessing of the soil testing with NYCDEP. DATE COMMENTS: FOR COUNTY USE ONLY TIME: aeo. FOXIMLDrPnn7c: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(W)278-6678 Nursing Home Care Fax (845) 278 -6085 . Early Intervention /Preschool (845) 278 -6014 Fax(845)278-6649 VA 1 A 1 DEEP TESTS PWC TESTS TEAT "lib - TESTED SN JONN KAN. PE PT -1e TEST Wk. M7NE m Ip N SUWNSM PE DEpvt 27' D. SHE" PE f NUMT us MBA [I(C SOIL TYPE: SILTY SAID ppE$DAIR7D: S 0 TEST OAM S /bS TEST DATL_EfiE/OS ,EAT N�nr_ D, .a.,. T,ME+� Nut : � TaN s Am DT -1: RUNIM4 r_t0' TOPSOIL Eo,-,. RED BRI. TRAM STA66UZED RATE: 4 mb/Y, W -72 SIM FINE SAND ® SOME BOULDERS NO MOTTLING. WATER. NOR ROCK I USE 4 TAI,/M ff TAX MAP 0 25.57 -1 -15 PICK UP GUTTER LEADER AND PIPE WITH 4" GASKETED SDR -35 PIPE. DRAIN TO DAYLIGHT. -� 1,500 GALLON PRECAST CONC (H -20) COMBINATION TANK --. 1.5'0 PVC SCH 40 FORCE MAIN (REFER TO DETAIL) SAW CUT PAVEMENT AND REMOVE. REPLACE W/ TOPSOIL, SEED AND MULCH.------- HAY BALE BERM (REFER TO DETAIL) SILT FENCE (TYP) (REFER TO DETAIL) NOTE: CONTRACTOR SHALL PROTECT ROADWAY AT ALL TIMES DURING CONSTRUCTION. ALL DEBRIS SHALL BE CLEANED-FROM ROAD AT END OF EACH DAY OR SOONER. Ni _ I PROVIDE NEW 4" PVC SDR -35 (2X MIN PITCH) W/ CLEAN OUTS --- EX. CESS POOL SHALL BE PUMPED NY A NYSOEC LICENSED PUMPER AND FILLED IN. AREA RESERVED FOR HEALTH DEPARTMENT APPROVAL o� I SCALE: IPES'v, I -Ift EX. SEPTIC TANK TO BE PUMPED AND l \ \ FILLED IN PLACE W/ SAND I• 'R9p III III I'I �( SL !Iiii;!!II ° T- REMOVE PLANTERS AND PAVEMENT WALK °-�-, REPLACE WITH TOPSOIL_ SEED AND MULCH 2 - PEAT BIOFILTER MODULES (REFER TO DETAILS) \ ! 10'x12'x6" LEVEL GRAVEL PAD \ -- (REFER TO DETAIL) T PICK UP GUTTER LEADER AND PIPE WITH 4" GASKETED SDR -35 rIPE. DRAIN TO DAYLIGHT. \ REPLACE PAVEMENT W/ 5' WIDE x 4" THICK ITEM -4 WALK NOTE: ALL COMPONENT'S AND /OR SOIL FROM THE EXISTING SSYS ARE TO EITHER BE BURIED ON SITE OR REMOVED FROM THE SITE BY A ® PERMITTED WASTE HAULER. ALL REMOVEDEC COMPONENTS SHALL BE REPLACED WITH SUITABLE SEPTIC SITE PLAN R.O.B. FILL CONTAINING LITTLE OR NO FINES AND SCALE: I Inch " 20 rest THEN COMPACTED. i { i i E'EALTk 1. ALL TREES WITHIN 10 FEET OF THE PROPO SHALL BE REMOVED. 2. SSTS TO BE INSPECTED BY THE LICENSED E HEALTH DEPARTMENT AFTER CONSTRUCTION 3. THE SSTS AREA SHALL BE STAKED AND RO BUILDING MATERIALS. NOR EXCAVATED .EMI 4. ALL EROSION CONTROL MEASURES SHALL BE ` CONSTRUCTION. - 5. CONSTRUCTION OF SSTS TO BE IN ACCORDA AND THE RULES AND REGULATIONS OF THE 8. THE SSTS DESIGN SHOWN HEREON DOES NO: GRINDER. SUCH INSTALLATION REQUIRES ADD PUTNAM COUNTY DEPARTMENT OF HEALTH. 7. PUTNAM COUNTY HEALTH DEPARTMENT APPR WELL. BUILDING SETBACKS. AND DRIVEWAYS MODIFICATIONS ARE TO HAVE PRIOR PUTNAM UNAUTHORIZED MODIFICATIONS MADE TO THIS HEALTH DEPARTMENT APPROVAL VOIDS SAID S. ALL STONE WALLS IN AND WITHIN 10 FEET O ENTIRE DEPTH AND THE RESULTING VOID REP 9. CUT OR FILL IS NOT PERMITTED IN THE SSTS 10. AFTER BACKFILUNG THE SYSTEM. THE SSTS J INCHES OF TOP SOIL. SEEDED. AND MULCHED, GDERAL NOTES 1. ALL WELLS AND SSDS'S WITHIN 100 FEET OF 2. TOPOGRAPHICAL AND PROPERTY LINE INFORMA MAPS AND OR SPOTTED BY PUTNAM COUNTY 3. CONTRACTOR SHALL CONFIRM THAT THE GUTTI RESIDENCE ARE DIRECTED AWAY FROM THE SE 4. THIS PLAN REPRESENTS A 'BEST FIT DESIGN' GUARANTEE THAT THE SSTS WILL FUNCTION A' 5. THIS PLAN CANNOT BE USED TO INCREASE TH 8. PROJECT IS LOCATED AT 270 LAKE SHORE 7. DISTANCE TO RESERVOIR 0R LAKE IS 88 FE 8. DRAWINGS AND INSPECTIONS ARE SUBJECT TO NOTE: HOMEOWNER SHALL BE RESPONSIBLE FOR INTERIOR PLUMBING MODIFCATIONS TO REDIRECT OUTLET PIPE TO ® PROPOSED LOCATION. \ \ Jai EX. SEPTIC TANK TO BE PUMPED AND l \ \ FILLED IN PLACE W/ SAND I• 'R9p III III I'I �( SL !Iiii;!!II ° T- REMOVE PLANTERS AND PAVEMENT WALK °-�-, REPLACE WITH TOPSOIL_ SEED AND MULCH 2 - PEAT BIOFILTER MODULES (REFER TO DETAILS) \ ! 10'x12'x6" LEVEL GRAVEL PAD \ -- (REFER TO DETAIL) T PICK UP GUTTER LEADER AND PIPE WITH 4" GASKETED SDR -35 rIPE. DRAIN TO DAYLIGHT. \ REPLACE PAVEMENT W/ 5' WIDE x 4" THICK ITEM -4 WALK NOTE: ALL COMPONENT'S AND /OR SOIL FROM THE EXISTING SSYS ARE TO EITHER BE BURIED ON SITE OR REMOVED FROM THE SITE BY A ® PERMITTED WASTE HAULER. ALL REMOVEDEC COMPONENTS SHALL BE REPLACED WITH SUITABLE SEPTIC SITE PLAN R.O.B. FILL CONTAINING LITTLE OR NO FINES AND SCALE: I Inch " 20 rest THEN COMPACTED. i { i i E'EALTk 1. ALL TREES WITHIN 10 FEET OF THE PROPO SHALL BE REMOVED. 2. SSTS TO BE INSPECTED BY THE LICENSED E HEALTH DEPARTMENT AFTER CONSTRUCTION 3. THE SSTS AREA SHALL BE STAKED AND RO BUILDING MATERIALS. NOR EXCAVATED .EMI 4. ALL EROSION CONTROL MEASURES SHALL BE ` CONSTRUCTION. - 5. CONSTRUCTION OF SSTS TO BE IN ACCORDA AND THE RULES AND REGULATIONS OF THE 8. THE SSTS DESIGN SHOWN HEREON DOES NO: GRINDER. SUCH INSTALLATION REQUIRES ADD PUTNAM COUNTY DEPARTMENT OF HEALTH. 7. PUTNAM COUNTY HEALTH DEPARTMENT APPR WELL. BUILDING SETBACKS. AND DRIVEWAYS MODIFICATIONS ARE TO HAVE PRIOR PUTNAM UNAUTHORIZED MODIFICATIONS MADE TO THIS HEALTH DEPARTMENT APPROVAL VOIDS SAID S. ALL STONE WALLS IN AND WITHIN 10 FEET O ENTIRE DEPTH AND THE RESULTING VOID REP 9. CUT OR FILL IS NOT PERMITTED IN THE SSTS 10. AFTER BACKFILUNG THE SYSTEM. THE SSTS J INCHES OF TOP SOIL. SEEDED. AND MULCHED, GDERAL NOTES 1. ALL WELLS AND SSDS'S WITHIN 100 FEET OF 2. TOPOGRAPHICAL AND PROPERTY LINE INFORMA MAPS AND OR SPOTTED BY PUTNAM COUNTY 3. CONTRACTOR SHALL CONFIRM THAT THE GUTTI RESIDENCE ARE DIRECTED AWAY FROM THE SE 4. THIS PLAN REPRESENTS A 'BEST FIT DESIGN' GUARANTEE THAT THE SSTS WILL FUNCTION A' 5. THIS PLAN CANNOT BE USED TO INCREASE TH 8. PROJECT IS LOCATED AT 270 LAKE SHORE 7. DISTANCE TO RESERVOIR 0R LAKE IS 88 FE 8. DRAWINGS AND INSPECTIONS ARE SUBJECT TO