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DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 36.25 -1 -12 BOX 18 .. ; I � . - .! . r. }i, 16 j f - L .ti i 16 f , 01940 p;G PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner X/ Address yJ' C. /,►fiE�ya 2 t Located at (Street) !" ,7,� (!5; IIrcj`M o' C Tax Map?'Block Lot Z- indicate nearest cross street) r Municipality 'P'4, ?f?Ljma Watershed <6 4j7- �A SOIL PERCOLATION TEST DATA Form DD -97 Date of Pre - soaking o.ZZ y /� Date of Percolation Test th :to Vijater Watex I.T.0m.,Gruda Level Percolation Tune Ela se T►me Surface ()lncl�es) l�r'op �n R$te Hole 1�o Rutn No , Start StoLn) StarC Staff inches 14InfInelf `l6,. 1 /a,iv �U 3 O/ - c? C1 4 5 2 3 4 5 1 2 3 4 5 NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch) All data to be submitted for review. J o iL�O zy 2. Depth measurements to be made from top of hole. s Form DD -97 ;`HERfATAAMLER, MD, MS, FAAP ` ROBERTJ. BOND[ Commissioner of Health * # County Executive LORETTA MOLJNARI, RN, MSN y�`� :Y�Q� 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 fully completed prior to any scheduling. DATE: {.' 3 ENGINEER OR FIRM: r S �e PHONE ##: ;, / j41 PERSON TO CONTACT: ❑ NEW CONSTRUCTION eREPAIR PROGRAM ❑ ADDITION PROGRAM REASON: DEEPS: 0 PERCS: P1 PUMP TEST: ❑ ROAD /STREET % ...:�, .�C►' —�: TOWN: TAX MAP SUBDIVISION: OWNER: LOT #: - ___NYCDEP CRITERIA FOR JOINT REVIEW AND- WITNESSING-OF SOEL- TESTING - - -.. -- - -- YES NO O er Proposed SSTS withib'the drainage basin of West Branch or Boyds Corner -& . Croton Falls Reservoirs. r.� _© P>ropos.e"STS_nithin.50Q_feet of a ireseryoir,.>reseryo ste _oz. car±trol lie,:_._.::., .:......._ _.... -:. _ 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 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 project has been determined to be Delegated _based on the above,_respo�pe�_attd. then „subsequent.._ . _. . information indicates NiCCDE>i' u 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. FOR COUNTY USE ONLY DATE: TIME: COMMENTS. nso. FOX FMLD resrnlc:xl.Y Environmental Health (845) 278 -6130 Pax(845)278-7921 Water Supply Section (845) 225 -5186 Fax. (945) 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 06- 05 -'08 08;55 FROM -PC. Septic & Repair 845 -278 -2318 T -330 P002/002 F -924 PROPOSAL 1=04 SEWAGE TREATUEN T SYSTEM REPAIR YES N Internal Use Only PERMIT # ❑ Repair Permit issued'in last 5 years E] Not in Watershed i ❑ ~ Repair within Boyds Corner,., W. Branch or Croton falls Res. ❑ l7elegatsd "` ❑ Repair within 200 ft. of a watercourse or DEC - mapped wetland ❑ Joint Review. SITE LOCATION OWNER'S NAME MAILING ADDRESS APPLICANT �,c I�GcSL•G�f 'TOWN TM # pp�'"J�'I� ' PHON1<#J';fL= 317 Name & Relationship (Le., owner, tenant, contractor) DATE 4 FACILITY TYPE PCHD COMPLAINT # PROPOSED INSTALLER %r ® PHONE # . ADDRESS REGISTRATION /LICENSE # Pr_ oposal (include a separate sketch locating the house, property lints, 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 Hato and extent of he repair. j, as owner,agree to the conditions stated on this form SIGNATURE 1)0°) oar - ti! TITLE DATE (owner) t, the septic installer, agree to comply with the conditions of this. permit for the septic system repair ! IGNATc .URIw . _ . TITLE rc, i DATE (installer) T .. .... . _ Proposal anorovgd with the following conditions: 1. Procurement of any Town Permit, if applicable. 2. Submission *f 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 t ascription (e.g., 1250 gal. Concrete septic tank, etc.) d. lnstallers' name and phone number 3. System rcpair 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 $STS repair will function. 5. No completed work is to be backfill tl until authorization to do so has been obtained from the Department. INTERNAL USE ONLY Apprdved hi is in coLlianc" F Proposal Denied codes D to a Yes Expiration . Date O, No COPIES: ;PCHD; Owner; Installer PC -RP 99ML Rev, 2%07 Permit # UJ_1> Robert J. Bondi Cris Dellaripa County Executive Septic Repair lnspector Edward A. Barnett Michele Palermo Watershed Information Coordinator Office Manager PUTNAM COUNTY SEPTIC REPAIR PROGRAM 100 Rte. 312 Bldg. #4 Brewster, NY 10509 Date: PCDOH Attn: Michael Budzinski I Geneva Rd. Brewster, NY 10509 Dear Mr. Budzinski; We wish to report that the following job: Name Address Tax ID# ---has;-been com p leted - asper -the approved-drawings-.- As-Built Attached: Yes No A, //i CC: Dan Shedlo, P.E. Telephone: (845) 278-8313 Fax: (845) 278-2318 b Al 31' B9 13' 2 34' 2 18' 3 38' 3 23' 4 41' 4 28' F. Susan Kirby 483 Lake Shore Drive Brewster W Project# 04092008EQA AREA OF EXISTING SOIL TO BE REMOVED DOWN TO ACCEPTABLE 501L AND REPLACED WITH NEY4 ENGINEERED SOIL. AREA To BE 12'-0" x 24' -O" x 5'-0" DEEP (541 CY05). SEED 4 HA.Y ALL DISTURBED REAS., 4" PVC SD -3 °. PIPE 0 1.0% IN PITCH . I 5 5 T 5 SCALE, V - 2&-0' 00 FMM� IsCrAL F0575 FOUND 5roRy "M , 100.6 1 RR.-Plr 56-0. W61K /\O 00 7 FOUND EXISTING SEPTIC TANK 15 'v -ou)v 00 TO BE PUMPED OF ITS — '"GLEIROW CONTENTS BY A NYSPEO FOUND LICENSED 5EPTA&E HAULER AND THE REMOVED FROM SITE. FOUND :21-611101 401 L A N f 0 -51 20' �3� L�J�s,�v,a� F"OF PAVEMENT CONSTRUCTION ENTRANCE REFER TO DE rAIL) Jill I I IRON F/fr I 1 FOUND SILT FENCE 0 0 REFER TO DE -Al L IO'X 27 X WLEWEL GRAVEL PAD t; REFER TO DE AIL) SAMPLINC7 CAMBER FOR THE PEAT BIOFILTER MODULES EXISTING SSTS. FIELD PCHD NOTE, 11) 1000 GAL PL STIC f GIA CHAMB R- At REFER TO 0 TAIL c. A P �g IWALL5 4" PVC SD -3 °. PIPE 0 1.0% IN PITCH . I 5 5 T 5 SCALE, V - 2&-0' 00 FMM� IsCrAL F0575 FOUND 5roRy "M , 100.6 1 RR.-Plr 56-0. W61K /\O 00 7 FOUND EXISTING SEPTIC TANK 15 'v -ou)v 00 TO BE PUMPED OF ITS — '"GLEIROW CONTENTS BY A NYSPEO FOUND LICENSED 5EPTA&E HAULER AND THE REMOVED FROM SITE. FOUND :21-611101 401 L A N f 0 -51 20' �3� L�J�s,�v,a� SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORET' -A MOLINARJ* *N;MSN- ,- - "`° ;_ -:., .. °„ Associate Commissioner of Health March 14, 2008 DEPARTMENT OF HEALTH Geneva Road, Brewster, New York 10509 Cris Dellaripa Putnam County Septic System Repair Program 100 Route 312, Building # 4 Brewster, NY 10509 Dear Mr. Dellaripa: ROBERT I BONDI County Executive ._ROBERT, -, IORRIS ; - -PE, ,«,.. r:.,.,.:...:..:: Director of Environmental Health Re: Septic Repair Permit (WS- 014 -08) for Kirby at 438 Lake Shore Drive (T) Patterson, TM # 36.25 -1 -12 This Department, in conjunction with the NYCDEP, has received and reviewed the submitted application and plans -for the above- referenced - project- and the - following - comments are offered for your consideration. The owner must maintain an effective septic pump -out schedule until the subject repair is completed. _2. -_The septic.sys etem_. pair shall be_fuil ..constructed and com leted in compliance with the Y _ _ �..P ..._..._. _..__._.... . approved permit and engineering plans. 3. The Health Department shall be notified when construction 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. MJB:kly cc: D. Florance, RA D. Shedlo, 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 WIC (845) 278 -6678 'Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool(845)278 -6014 Fax(845)278 -6648 SHERLITA AMLER, MD, MS, F'AAP Commissioner of Health LORETTA MOLINARI, R1V, MSN Associate Commissioner of Health March 14, 2008 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 Dear Mr. Dellaripa: ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health Re: Septic Repair Permit (WS- 014 -08) for Kirby at 438 Lake Shore Drive (T) Patterson, TM # 36.25 -1 -12 This Department, in conjunction with the NYCDEP, has received and reviewed the submitted application -and plans- for - the- above-referenced project and- the - following comments are offeied for your consideration. 1. The owner must maintain an effective septic pump -out schedule until the subject repair is completed. T:he- septic - system- repair-shalf be- fully -constructed -ai d-corifpleted in cornpliame wifff the approved permit and engineering plans. 3. The Health Department shall be notified when construction 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. MJB:kly cc: D. Florance, RA D. Shedlo, DEP MAB Environmental Health (845) 278 -6130 Fax (845) 278 -7921 W S 1 : A ater upp y Section (8 5) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 76558 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 Page 1 of 1 Michael J. Budzinski From: x.. - -- Sent: Tuesday, March 11, 2008 4:04 PM To: 'Douglas M. Florance' cc: cns dellaripa Subject: Kirby Repair Doug, I don't agree with the location of the proposed silt fence. I think the silt fence should be shown just below the proposed "94" contour and extend from the stockade fence to the concrete walkway alongside the house. Please revise and submit 5 copies of the revised plan for approval. Mike 3/11/2008 MlsslonArts . Group March 11, 2008 Mr. Michael J. Budzinski, PE Director of Engineer Putnam County Health Dept. 1 Geneva Road Brewster, New York 10509 RE: The Kirby Residence 43 8 Lake Shore Drive Town of Patterson, New York Tax Map No. 36.25, Block 1, Lot 12 Dear Mr. Budzinski, "Architecture on a Finer Scale" a 2 Raymond Drive, Carmel, NY I0512 - a JMSiniii @MissionhrtsDG.com a Phone: 845.228.2333 ■ Fax: 845.228.2594 Enclosed please find two (2) copies of the proposed SSTS -1 Repair Plan, Detail, and notes, dated 3.11.08, Engineering Report dated 3.11.08 and Effluent Pump Calculations dated 3.11.08 for above captioned project ; - These- items -have been- revised - accordingly- pursuant to- your_March 7, .2008 comment letter that my office received. Please note: We have restated your initial comments in italics for ease of review. We offer the following comments for your review and approval: (PCHD 3.7.08 Letter Comments MADG Reposes) .�: � nom relczt ;tee- to- r- efl�ozJat o existin SSTS ECir� onents.err�d�or, �oil.is..to .be a e .tat. "e: an.::__ _._...._. <..._ __ • Your memo for the standard note about abandoning and removing existing SSTS components and soils was received after the last submittal. This note is PCHD note #11 , the plan note has been revised to reference a the new note on SSTS -1. 2. Erosion control measures for the proposed construction area are to be shown on the plan. • Erosion control has been added to the Plan on SSTS -1. 3. The site plan incorrectly references the project location as the Town of Southeast. • The S STS- 1 drawing, Engineering Report and Effluent Pump Calculations have been corrected. 4. The pump sizing calculations are based on a pumping rate of 20 gallons per minute although the pump output at nine (9) feet of total head is 44 gallons per minute. • After consulting the pump manufacture we determined the model PE, PE31P1 1/3 Hp l l5V 1 Phase 12 amp Submersible Effluent Pump manufactured by "Goulds" the smallest pump the could be recommend for the durability needed for long term use to pump effluent. • This issue was addressed in the Repose Letter for comment #3 for The Imp. Residence 603 South Lakeshore Drive Town of Kent, Dated November 7, 2007 Septic Repair to the Kirby Res. March I I, 2008 Page 2 Please review, comment and call me should you, have any questions or comments. '- "Thank you for your - consideration in this matter. Sincerely, MissionArrs Design Group, Inc. B Dougl . Florance, R.A. A.I.A. 2 Raymond Drive, Camel, \Y IG3I2 rg Phone: 843.228.2333 6 Fax: 843228.259" it J 'vI.Sinisi @MissionAresDG.com m Miss10nArts Design Group "Architecture on a Finer Scale„ Engineering Report for Septic Repair to: q9\ p,S M. F( p�9� �0 I� ` ,tl .1 ii r.. The Kirby Residence 438 Lake Shore Drive Town of Patterson, New York Tax Map No.: 36.25, Block 1, Lot 12 - ----- - - - - -- -- _ ...__- Putnam County Septic Repair Program .._,_..100_Rte.312_ .... _ - ._Building Brewster, New York 10509 Prepared. By: MissionArts Design Group, Inc. 2 Raymond Drive Carmel, New York 10512 Report Prepared on February 15, 2008 Revised 3 -11 -08 ■ 2 Raymond Drive, Carmel; NY, IOSI2 ■ Phone: 845.228.'2333 N Fax: 84S. 228.2594 ■ . MnionArtsQG .com ■ Engineering Report for Septic Repair to the Kirby Res. February 15, 2008 Rev 3-11-08 Page 2 Design Intent• Pursuant to your request and, as a result of the existing sewage disposal system failure for the above captioned project; please find the following Engineering Report for the Repair of the existing sewage system with an Alternative Sewage Treatment System as indicated in "Appendix 75 -A Wastewater Treatment Standards — Individual House Hold Systems" as contained in Chapter II of Title 10 (Health) of the Official Compilation of Codes, Rules and Regulations of the State of New York. Proiect location: The project site for this repair to the existing SSTS is located at 438 Lake Shore Drive, Town of Patterson, Putnam County, New York. The project site is identified as Tax Map No. 36.25, Block 1, Lot 12. Project existing conditions and site constraints: • The subject parcel is zoned for a single family residence. • The structure is an existing 1 story dwelling with Two (2) bedrooms. • The subject property is located within Putnam Lake Watershed. The finished first floor elevation is 100.6' The existing dwelling_ is_approximately 141' _away_ from.Putnam_Lake. • The grade slopes severely down from Jackson Ave at rear of the property and becomes gentler past the house before it drop off to Lake Shore Drive at front of the property. The: building is supplied with water from an individual well in-the rear yard.._. • The subject lot currently has an existing SSTS that consists of a septic tank, and leaching field, located in relatively flat side yard of the property. Effluent has been observed leaching out to the surface from the leaching field and resulting in system in failure. One test hole was excavated and witnessed by representatives of the Putnam County Septic Repair Program (refer to soil testing data sheet). During the soils investigation, the SSTS area was found to have a 8" layer of top soil followed by a layer of brown loam with roots between 8" -24" deep followed by tight sandy clay layer to between 24 " -36" deep followed by sandy loam layer to 72" with no water at this elevation. One perc tests were performed (12.5.07 ) resulting in a stabilized rate of 30 min/inch as indicated on the test data sheet . The deep test were completed on 10.31.07 as indicated on the test data sheet. • The existing septic system area located in the side yard is the best location and most feasible area to design and install the best fit, alternative septic repair system. ■ 2 Raymond Drive, Carmel, NY, I05I2 ■ Phone: 845.228.2333 ■ Fax: 845.228.2594 ■ MissionArtsDG .corn ; ■ Engineering Report for Septic Repair to the Kirby Res. February I5, 2008 Rev 3 -I1 -08 Page 3 Remedial action taken: Utilizing the soil test data, and considering the aforementioned projects existing conditions and site constraints, a system installed with an absorption bed area coupled with the peat biofilter system by `Puraflo' of Born Na Mona Environmental Products was selected due to its ability to effectively treat effluent in a confined area (its footprint refer to SSTS -1 for location). Since this system is a repair, an alternate technology was selected to treat the effluent prior to discharging it into the receiving native soils. The existing septic system is in failure and conventional means, methods, techniques and best design practice and standards of the systems repair in kind will not properly solve the problems associated with the failed system. A best fit alternative unit utilizing a pre- treatment system of the waste water with the addition of engineered fill to replace the existing soil is therefore recommended for this site. A properly sized absorption area will be the best way to obtain the filtration of the wastewater. The new alternative SSTS shall replace the entire existing system. Please note; refer to the SSTS plans for the layout of the sewage treatment system. The proposed system shall consist of the following components: ♦ Pump out and remove the existing septic tank by a NYSDEC licensed contractor, ♦ Install a new 1000 gallon plastic septic tank. ♦ Install a new 1000 gallon plastic pump chamber for the pump with a timed dose system. ♦ Install new peat biofilter system by `Puraflo' of Born Na Mona Environmental Products. :.Peat-modules- are. required based on one module per bedroom, for,two bedrooms a total of 2 modules are required. ♦ Install a Subsurface Gravel Discharge Bed sized based on the perc rate of 30 min/inch. ♦ Replace existing soil layer down to 3' under the Subsurface Gravel Discharge Bed with engineered fill . Design Criteria: Manufacturer's data was used to size the required number of units, (one unit for each bedroom for a total of 2). Percolation tests were performed with a stabilization rate of 30 min per inch was observed. Based on a design perc rate of 30 min per inch the size of the gravel discharge bed required is 10'x 27'. Location was selected to maximize the separation distance between existing wells and between the house and property line. ■ 2 Raymond Drive, Carmel, NY, I05I2 ■ Phone: 845.228.2333 ■ F=845.228.2594 ■ MissionArtsDG .corn ■ Engineering Report for Septic Repair to. the Kirby Res. February 15, 2008 Rev 3-11-08 Page 4 Effluent shall be delivered to the units through a force main. The pump chamber shall.deliver effluent in 20 gallon doses, 10 gallons per unit once per every 1.6 hours using a time dose control panel. The panel shall be mounted in the house with a visual -audio alarm. A minimum of one day storage capacity has been provided in the pump chamber if a failure occurs. Given all the constraints of the site the aforementioned alternative septic repair system represents the best available solution to correct the current failure of the existing septic system. Please review, comment and call me should you have any questions or comments. Sincerely, MissionArts Design Group, Inc. ■ 2 Raymond Drive, Carmel, NY, 10512 ■ Phone: 84S. 228.2333 ■ Fax: 845.228.2594 ■ NliissionArtsDG .coin ■ PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENtSYSTEM- Address Located at (Street) 446LAKaUWtrL 92 Tax Map 3(P-25fflock Lot M (indicate nearest cross street) Municipality* tetxs 6rkj Watershed XF, poovoc-�- SOIL PERCOLATION TEST DATA Date Percolation Date of Pre-soaking — I 2-A i Test' )2-1SI6 NOTES'-." I ',`Tests to be repeated at same depth until approximately equal percolation are obtained 1 0 1 rates btained at each percolation test hole. (i.e. :5: 1 min for 1-30 ch,:_<2 min for 3l-60min/1nch). 'All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD-97 Pg. I of 2 .......... .............. .. ... ........ ep ....... .. ............ ve T rip .. S A -.a. pe. e N I : qac. riche : Start; -. " i : C es ] ne h . . .... . . ... . . . . .. ......... 31 _5 4.b', 2 j o�3i- 1�!ai 30 34 ?)s I PSC) 4 5 2 3 4 5 ..3 4 NOTES'-." I ',`Tests to be repeated at same depth until approximately equal percolation are obtained 1 0 1 rates btained at each percolation test hole. (i.e. :5: 1 min for 1-30 ch,:_<2 min for 3l-60min/1nch). 'All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD-97 Pg. I of 2 TEST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES DEPTH. - - OLE NO; . HOLE 310:. -- G.L.' we so I L. 0.5' 1.0 75 2.01 2.5' 3.0' 3.5 LL) 4-.0' 4,5' 6.0! 6.5' 7.0' 8.0' 8.51 9.0 9.5' .10.01 -HOLE NO. Indicate level at which groundwater is encountered Indicate,lev'el.at which mottling is observed Indicate level to which water level rises after being encountered Deep hole observations made by: J),QWLpw C, P��LLjptpp, pmt Date Design Professional .Name: :D:g24Lgp_- K 'FL0,a_"6E- Address: .4y- Design Professional=s Seal ED A1,90 Ft C, 1952J 0 OF N . ® MissionArts Design Group as "Architecture on a Finer Scale„ Effluent Pump Calculations: The Kirby Residence 438 Lake Shore Drive Town of Patterson, New York Tag Map No.: 36.25, Block 1, Lot 12 Prepared for : -- - - - -- - - -- - - - - Putnam County Septic Repair Program 100 Rte. 312 _ .__ .._..... - Building No. 4 r, New York 10509 D ARCy M. FLpR92 . � of of [U o t A. ()195 --0 _ �� Prepared By: MissionArts Design Group, Inc. 2 Raymond Drive Carmel, New York 10512 Report Prepared on February 15, 2008 ■ 2 Raymond Drive, Carmel, NY, IOS I2 ■ Phones 845.228.2333 ■ Fax. 84S. 228.2S94 ■ hfzsionArtsDG com ■ Effluent Pump Calculation on Kirby Res. February I5, 2008 Rev 3 -11 -08 Page 2 Pursuant to your request and as a result of the existing septic disposal system failure , please find the sem Re air following -E uenf uxn ' calculationsforthe pro 6§6d:Alteffiate'-Se'w-ag'e'--T'Mg'tffidrit'Sy for the above captioned project site. Proiect location: The project site for this repair to the existing SSTS is located at 438 Lake Shore Drive, Town of Petterson, Putnam County, New York. The project site is identified as Tax Map No. 36.25, Block, 1, Lot 12. Proiect existing conditions: The building is an existing 1 story dwelling with two (2) bedrooms. The Dwelling is located near to Putnam Lake. The building is supplied with water from an individual well. Design. Flow 2 Bedroom x 150 gpd (Per PCHD design standards) = 300 god Septic Tank Size ------ - - - - -- -For- -2- -Bedroom- use : - 1000 - Gallon tank- -------__.___--- Due to site limitations a 1000 Gal. plastic septic tank will be used. Treatment units: Design Perc Rate : 30 min/inch Design flow: 300gpd Treatment method: Puraflow Peat Fibre Units 1 Unit/bedroom x 2 Bedrooms = 2 .units Dispersal Bed: Pad Bed dispersal was chosen Design Pere Rate: 30 Min/inch As per Table 1 in Puraflow Design Manual (6 /26/26 ed.), the underlying soil is classified as Group II soil and is set at 1.11 gpd /sf infiltration rate (30 min/inch pad) 2 Bedroom x 150 gpd /1.11 gpd /sf.= 270.27 sf. Make Bed 10' x27' (270sf) ■ 2 Raymond Drive, Carmel, NY, IOS I2 ■ Phone: 845.228.2333 ■ Fax: 845.228.2594 ■ MissionArtsDG xom ■ Effluent Pump Calculation on Kirby Res. February I5, 2008 Rev 3 -I I -08 Page 3 Dosing Volume As: per manf. the systemzshaHa be ti le dosed- l0- gal /unit_ 2 units x 10 gal /unit = 20 gal dose 300 gpd / 20 gal dose = dosing every 1.6 hrs Effluent pump calculations: Pump Calulation: Daily Design flow: Dose volume: Friction Head: Pipe type /size: H -W Coefficient: Loss ( @20GPM) 300 gpd 20 Gal. 1.5" PVC pipe, Length: 10 LF 120 Assumed Flow rate: 20 GPM 2.94 /100'(per Goulds) Equivalent length of pipe: 1.5" pipe horz. pump dist.: 39 ft Fitting Loss (1 'h "dia.) (3)90° elbow: @4.3 ft. 12.9 ft (3)45° elbow: @2.0 ft 6.0 ft (1) diversion tee at 11 ft. 11 ft (1) disconnect at 2 ft.- 2 ft_ (1) ball value`at 43 ft. 43 ft (1) check valve: 11 11 ft total: equivalent length 124.9 ft. Total Dynamic Head (TDH): Total dynamic head = Static head + friction head Friction Head: Friction Head = Equivalent length x Head Loss /100 ft of pipe 124.9 ft. x 2.94 ft. head loss / 100 ft) = 3.67 ft head loss Static Head: Static Head = Elev. At Unit —Elev. At Pump 97.5ft. — 92.25 ft. = 5.25 ft Total Dynamic Head TDH = 5.25 ft. + .3.67 ft.= 8.92 ft. Use: 9 ft. ■ 2 Raymond Drive, Carrnel, NY, IOSI2 ■ Phone: 845.228.2333 ■ Fax. 845.228.2594 ■ MissionArtsDG .com ■ Effluent Pump Calculation on Kirby Res. February 15, 2008 Rev 3-11-08 Page 4 Pump Selection: ,.j_.,,....:.._,._.- w. Ar..Goulds Model F-F; ¢ Pl✓31•RI -4/3 ,Hp;.141�5,V 1- Phase 1-2 °anip Submersible Efflitettt °Pupil p'ctrCli ` "" :': `; deliver approximately 18 ft. head at 20 GPM. Refer to attached pump specifications and chart. An audio and visual alarm shall be located near the electrical control panel in the house to indicate pump failure. Note: The pump selected is the smallest pump by Goulds to rated for effluent use and not for sump use. Cycle Time: Dose= 20 Gal./ Cycle Pump Rate =20 GPM* * Note: The pump will be calibrated in field to deliver 10 gal min by using a flow bypass (see Plan) Drawdown/ Float switches: Tank Capacity: 25 gal/in 20 GAL/ 25gaUin =.8" OR 0.067' Per design, the pump shall operate on a timer designed to deliver approximately 20 gallon dose every 1.6 hours. There shall be a pump enable float set at 12" above chamber floor. The alarm float will be set at 24" above chamber floor. Emergency storage volume is 400 gallons. DETAILS OF CONSTRUCTION: All other details of construction and notes are provided in the attached plans. These plans are to be considered an integral part of this report. Please review, comment and call me should you have any questions or comments. Sincerely, MissionArts Design Group, Inc. By: 04 Ev�z Dougl M. Florance, R.A. A.I.A. See attached graph chart for pump Cc Cris Dellaripa , Project Coordinator Putnam Country Septic Repair Project. ■ 2. Raymond Drive, Cannel, NY, 105 I2 ■ Phone: 845.228.2333 ■ Fax: 845.228.2594 ■ NfissionArtsDG .com ■ r ,s GOULDS PUMPS Residential Water Systems PERFORMANCE RATINGS DIMENSIONS PE31 PE51' (All dimensions are in inches: Do not use for construction purposes.) Total Head (feet of water) GPM 5 52 10 42 ' 15 29 20 33 25 0 PE41 Total Head (feet of water) FPM . .. 8 61 . 10 57 15 46 20 33 25 16., Total Head (feet of water) GPM 10 67 15 59 20 50 25 39 30 26 35 8 ;CHARGE t.6 PUMP INFORMATION , 'Order Minimum Float Switch ford Discharge Minimum Maximum Shipping No: !HP Volts Amps Circuit Phase Style length Connection Basin Solids Weight Breaker Diameter Size Ibs/kg PE31M 033 115 / L'� 11SY Manual /No Switch iggyback Float Swit E31P1 7.5 15 PE41M 0.4 � �:J Manual/ No Switch 20' 1.5" 18" .5" _ 31/14.1 PE41 Pt Piggyback Float Switch. PE42M 230 3.7 10 Manual/ No Switch PE42P1 Piggyback Float Switch PE51M 0.5 115 9.5 20 Manual/ No.Switch PE51P1 Piggyback Float Switch PE52M 230 4.7 10 Manual / No Switch PE52P1 Piggyback Float Switch • APPLICATIONS MOTOR Specially designed for. the following uses: General: '• Mound Systems • Single phase • Myent/Dosing Systems .60.Hertz • ;.Low Pressure Pipe Systems 0 915 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 PE31 Motor: . Pump — General: •..33 HP 3000 RPM •`Discharge:.1'/? NPT • 115 volts _. • Temperature: 104OF (400C) maximum, continuous when • Shaded pole design fully submerged. PE41 Motor: Solids handling: J2" maximum sphere. • .40 HP 3400 RPM • Automatic models include a float switch. • 115 and 230 volts - • Manual models available. • PSC design • Pumping rarige: see performance chart or curve. PE51 Motor: PE31 Pump: • .50 HP 3400 RPM - _- - -.- Maximum capacity: -53 GPM - - - -• -115 and 230 volts- _ - - •Maximum head: 25' TDH • PSC design PE41 Pump: 9 Maximum capacity: 61 GPM AGENCY LISTINGS • ,Maximum head: 29' TDH ' PE51 Pump: y Maximum capacity: 70 GPM ® - C.Ljs • Maximum head: 37' TDH ... Tested to UL 778 and CSA 22.2108 Standards By Canadian Standards,Association METERS FEET "' 40 r .. .. .. __.. t . V 1 t File #LR38549 __ ....... ... ._._........... 'MODELS PE31, PE41, PE51' 10 35 HP -33,.40..50 . - Goulds. Pumps is ISO 9001 Registered. —} - ► 2 GPI _ FF t 25, - 20- Y 0 s+ J 15 F F f 4 3 ' 01 0 0 5 10 15 m3/h CAPACITY F March 6, 2008 Mr. Michael Budzinski, P.E. Putnam County Health Department 1 Geneva Road Brewster, New York 10509 Re: Kirby SSTS Repair — Putnam County Septic Repair Program ( PCSRP) (T) Patterson, Putnam County East Branch Reservoir Drainage Basin TM# 36.25 -1 -12 DEP Log # 2008-EB-0 1 12-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 - Klein _Residence ", -438 Lake_ . Shore. Drive, Patterson, New York, dated 2/15/08. 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 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health_ L:ORk*X IVI01L"NX —R-I 'RN; INSIV Associate Commissioner of Health Douglas Florance, RA MissionArts Design Group 2 Raymond Drive Carmel, NY 10512 Dear Mr. Florence: DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health June 20, 2007 Re: Proposed SSTS Repair for Kirby 483 Lake Shore Drive (T) Patterson, T.M. #36.25 -1 -12 This Department, in conjunction with the NYCDEP, has received and reviewed the submitted application and plans for the above referenced project and the following comments are offered for your consideration. 1. A note relative to removal of existing SSTS components and /or soil is to be added to the plan. 2. Erosion control measures for the proposed construction area are to be shown on the plan. 3. The site plan incorrectly references the project location as the Town of Southeast. 4. The pump sizing calculations are based on a pumping rate 42 0. gallons per minute . although the pump output at nine (9) feet of total head is 44 gallons per minute. Upon completion of the above, this Department will continue its review. Kindly advise us if there are any questions. Respectfully, Michael J. Director of MJB:kly cc: D. Sheldo, DEP 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 s. J: ,l �e' 7. Depar ment of,., E4vir6amerttal' -: = 4�5ryolum us �venu�: A��.�• q�• • .�•�; 10595 - ''1336. _ Y.1 PrEn. Tel. 595 -6565 - 5 . - 3a.7- _:... • ,. r _B.utea � Wat�:Su' j• t<. _f wo nor. 'r g -a: a _74 Fax:914 -773 -0343 Mar 6 2008 17:01 P.O1 March 6, 2008 Mr. Michael Budzinski, P.E. Putnam County Health Department I Geneva Road . Brewster, New York 10509 Kirby SSTS Repair — Putnam County Septic Repair Program ( PCSRP) (T) Patterson, Putnam County East Branch Reservoir Drainage Basin TM# 36.25 -1 -12 DEP Log # 2008 -EB -0I 12 -DJR.1 Mr. Budzinski: is letter is to inform you that the New York City Department of vironmental Protection (DEP) has no objection to the approval of the above - erenced activity, subject to the following conditions: 1. The owner must maintain an effective septic tank pump -out schedule unfit 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, s determination is based on the review of submitted documents including drawings- titled • "SSTS Repair Plan •= Klein Residence ", 438 Lake Shore' ' - - ve, Patterson, New York, dated 2/15/08• you have any questions, I may be reached at (914)742 -2055- E anny Shedlo, P.E. ivil Engineer III Fastewater Design Review EOH Michael Meyer, NYCDEP EOH Planning Edward Barnett, PCSRP Watershed Information Coordinator Chris Dellaripa, PCSRP Inspector Roger Sokol, P.E., NYSDOH - - r Pu� S/ 74--k 4,:,tfc c v� SHERLITA AMLER, MD, MS, FAAP Commissioner of Heath, LORETTA MOLINARI; RN, MS Associate Commissioner of Health DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 ROBERT. BONDI County Executive ROI3Ot`I`111�3Rf Director of Environmental Health TO: DEPARTMENT OF ENGINEERING AND DESIGN REVIEW PRIORITY - SEPTIC REPAIR DELEGATION STATUS FOR SUBSURFACE SEWAGE TREATMENT SYSTEM PROGRAM JOINT REVIEW! v� Ce , 2 PROJECT: 43R--.) TOWN: SR IDAPPDA 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. l 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 Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648 MissionArts Design Group _ nc. "Architecture on a Finer Scale" Engineering Report for Septic Repair to: The Kirby Residence 438 Lake Shore Drive Town of Southeast, New York Tax Map No.: 36.25, Block 1, Lot 12 Putnam County Septic Repair Program 100 Rte. 312 Building No. 4 Brewster, New York 10509 . Prepared By: MissionArts Design Group, Inc. 2 Raymond Drive Carmel, New York 10512 Report Prepared on February 15, 2008 ■ 2 Raymond Drive, Carmel, NY, IOSI2 ■ Phones 845.228.2333 ■ F=845-228-2594 ■ Iy mionArtsDG .com ■ Engineering Report for Septic Repair to the Kirby Res. February I5, 2008 Page 2 - Design. Intent: Pursuant to your request and, as a result of the existing sewage disposal system failure for the above captioned project; please find the following Engineering Report for the Repair of the existing sewage system with an Alternative Sewage Treatment System as indicated in "Appendix 75 -A Wastewater Treatment Standards — Individual House Hold Systems" as contained in Chapter II of Title 10 (Health) of the Official Compilation of Codes, Rules and Regulations of the State of New York. Proiect location: The project site for this repair to the existing SSTS is located at 438 Lake Shore Drive, Town of Southeast, Putnam County, New York. The project site is identified as Tax Map No. 36.25, Block 1, Lot 12. Proiect existing conditions and site constraints: • The subject parcel is zoned for a single family residence. • The structure is an existing 1 story dwelling with Two (2) bedrooms. • The subject-property is located within Putnam Lake Watershed. The finished first floor _ _.elevation is - 100.6' The existing dwelling is approximately 141' away from Putnam Lake. - - • The grade slopes severely down from. Jackson Ave at rear of the property and becomes gentler past the house before it drop off to Lake Shore Drive at front of the property. • The tiuild.ing is supplied with. water from.an individual well in the rear yard. • The subject lot currently has an existing SSTS that consists of a septic tank, and leaching field, located in relatively flat side yard of the property. Effluent has been observed leaching out to the surface from the leaching field and resulting in system in failure. One test hole was excavated and witnessed by representatives of the Putnam County Septic Repair Program (refer to soil testing data sheet). During the soils investigation, the SSTS area was found to have a 8" layer of top soil followed by a layer of brown loam with roots between 8 " -24" deep followed by tight sandy clay layer to between 24 " -36" deep followed by sandy loam layer to 72" with no water at this elevation. One perc tests were performed (12.5.07 ) resulting in a stabilized rate of 30 min/inch as indicated on the test data sheet. The deep test were completed on 10.31.07 as indicated on the test data sheet. • The existing septic system area located in the side yard is the best location and most feasible area to design and install the best fit, alternative septic repair system. 2 Raymond Drive, Cannel, NY, 105 I2 ■ Phone: 845.228.2333 ■ F= 845.228.2594 ■ NfissionArtsDG .com Engineering Report for Septic Repair to the Kirby Res. - Rernedial-- action taken:- February 15, 2008 Page 3 Utilizing the soil test data, and considering the aforementioned projects existing conditions and site constraints, a system installed with an absorption bed area coupled with the peat biofilter system by `Puraflo' of Born Na Mona Environmental Products was selected due to its ability to effectively treat effluent in a confined area (its footprint refer to SSTS -1 for location). Since this system is a repair, an alternate technology was selected to treat the effluent prior to discharging it into the receiving native soils. The existing septic system is in failure and conventional means, methods, techniques and best design practice and standards of the systems repair in kind will not properly solve the problems associated with the failed system. A best fit alternative unit utilizing a pre- treatment system of the waste water with the addition of engineered fill to replace the existing soil is therefore recommended for this site_ A properly sized absorption area will be the best way to obtain the filtration of the wastewater. The new alternative SSTS shall replace the entire existing system.. Please note; refer to the SSTS plans for the layout of the sewage treatment system. The proposed system shall consist of the following components: ♦ Pump out and remove the existing septic tank by a NYSDEC licensed contractor. ♦ Install a new 1000 gallon plastic septic tank. ♦ Install anew 1000 gallon plastic pump chamber for the pump with a timed dose system. ♦ Install new peat biofilter system by `Puraflo' of Born Na Mona Environmental Products. " ♦ Peat modules are required based on one module per bedroom, for two bedrooms a total of 2 modules are required. ♦ Install a Subsurface Gravel Discharge Bed sized based on the perc rate of 30 min/inch. ♦ Replace existing soil layer down to 3' under the Subsurface Gravel Discharge Bed with engineered fill . Design Criteria: Manufacturer's data was used to size the required number of units, (one unit for each bedroom for a total of 2). Percolation tests were performed with a stabilization rate of 30 min per inch was observed. Based on a design perc rate of 30 min per inch the size of the gravel discharge bed required is 10'x 27'. Location was selected to maximize the separation distance between existing wells and between the house and property line. ■ 2 Raymond Drive, Carmel, NY, I05I2 ■ Phone: 845.228.2333 ■ Fax: 845.228 2594 ■ MssionArtsDG com ■ Engineering Report For Septic Repair to the -Kirby Res. February 15, 2008 Page 4 Effluent shall be delivered to the units through a force main. The pump chamber shall deliver effluent in 20 gallon doses, 10 gallons per unit once per every 1.6 hours using a time dose control panel. The panel shall be mounted in the house with a visual -audio alarm. A minimum of one day storage capacity has been provided iii the pump chamber if a failure occurs. Given all the constraints of the site the aforementioned alternative septic repair system represents the best available solution to correct the current failure of the existing septic system. Please review, comment and call me should you have any questions or comments. Sincerely, MissionArts Design Group, Inc. By: Doug1 M. Florance, R.A. A.I.A. ■ 2 Raymond Drive, Cannel, NY, IOSI2 ■ Phone: 845.228.2333 ■ Fay 845.228.2594 ■ NfissionArtsDG com ■ PUTNAM COUNTY DEPARTMENT OF HEALTH - DIVISION OF ENVIRONMENTAL HEALTH SERVICES �.DESI ,GN,DATA_SHEET — SUBSURFACE.SEW. ,AGE;TREATMENT SYSTEM —,, Owner k.l a6-f Address 4-35 t— &LZ-SA0L z- L-12A J>- Located at (Street) 43s LA t9sumo Q2. Tax Map %ZSBlock Lot 'Z- (indicate nearest cross street) Municipality f '� 6-IL$ dl Watershed.; V-46 t P a- k<vOC A-k SOIL PERCOLATION TEST DATA Date of Pre - soaking 2. 01- Date of Percolation Test II 1 Io!oo -- to,, -,,o 30 2 1ot3i -Wal 3C) 34 - 35 1 " P-) 0. 3 ii.6► -11 31 3v 34 26 1 36 4 ._ 5 1 2 4 5 1 2 3 4 5 NOTEN is 1 'Yests to be repeated at same depth until approximately equal percolation rates are obtained at each percolation test hole. (i.e. <_ 1 min for 1 -30 min /inch, <_ 2 mini 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 Pg. 1 of 2 Indicate level at which groundwater is encountered -- Indicate level at which mottling is observed Indicate level to which water level rises after being encountered, Deep hole observations made by: 1),9 ,Dtow C; p��jp -p E ff w;n,666 Date Design Professional Name: FLp -a"61- Address: Signature: Design Professional =s Seal ,��RED Aqc ��SoJ��PS M. Fc 07952n ypQ Or �cvU TEST PIT DATA DESCRIPTION. OF SOILS ENCOUNTERED IN TEST BOLES DEPTH HOLE NO. HOLE NO. HOLE NO. :r. a.L _. :... , rry� SD t (IL 0.51 2ouiN rl ovw 1.0' �aoTs 2.0' 2.5' 1 ►� CLnd w 3.0' 3.5'_���_ 4.0' 4.5' .5:5 6.0� 7.0' 7.5' 8.0'. 9.0' 9 5' 10.0' Indicate level at which groundwater is encountered -- Indicate level at which mottling is observed Indicate level to which water level rises after being encountered, Deep hole observations made by: 1),9 ,Dtow C; p��jp -p E ff w;n,666 Date Design Professional Name: FLp -a"61- Address: Signature: Design Professional =s Seal ,��RED Aqc ��SoJ��PS M. Fc 07952n ypQ Or �cvU MissionArts Desi _9n Group "Architecture on a Finer Scale„ Effluent Pump Calculations: The. Kirby Residence 438 Lake Shore Drive Town of Southeast, New York Tax Map No.: 36.25, Block 1, Lot 12 Prepared for: Putnam County Septic Repair Program 100 Rte. 312 Building No. 4 Brewster, New York 10509 Prepared By: MissionArts Design Group, Inc. 2 Raymond Drive Carmel, New York 10512 Report Prepared on February 15, 2008 ■ 2 Raymond Drive, Carmel, NY, I05I2 ■ Phone 845.228.2333 ■ F=845.228.2594 ■ N issionArtsDG .com ■ Effluent Pump Calculation on Kirby Res. February I5 ; 2008 Page 2 Pursuant -for your- reduest and .- s-a•, •Fesult.ofthe-existing..septic- disposal. system . -fai.lure_;:please.find.the following Effluent pump calculations for the proposed Alternate Sewage Treatment System Repair for the above captioned project site. Proiect location: The project site for this repair to the existing SSTS is located at 438 Lake Shore Drive, Town of Southeast, Putnam County, New York. The project site is identified as Tax Map No. 36.25, Block 1, Lot 12. Project existing conditions: The building is an existing 1 story dwelling with two (2) bedrooms. The Dwelling is located near to Putnam Lake. . The building is supplied with water from an individual well. Design Flow 2 Bedroom x 150 gpd (Per PCHD design standards) = 300 gpd Septic Tank Size For 2 Bedroom use: 1000 Gallon tank Due to site limitations a'1000 Gal. plastic septic tank will be used. Treatment units: Design Perc Rate: 30 min/inch Design flow: 300gpd Treatment method: Puraflow Peat Fibre Units 1 Unitibedroom x 2 Bedrooms = 2 units Dispersal Bed: Pad Bed dispersal was chosen Design Perc Rate: 30 Min/inch As per Table 1 in Puraflow Design Manual (6 /26/26 ed.), the underlying soil is classified as Group H soil and is set at 1.11 gpd/sf infiltration rate (30 min/inch pad) 2 Bedroom x 150 gpd /1.11 gpd /sf.= 270.27 ,sf. Make Bed 10' x27' (270sf) ■ 2 Raymond Drive, Carmel, NY, I05I2 ■ Phone: 84S. 228.2333 ■ Fax: 845.228.2594 ■ MssionArtsDG .com ■ ✓ J Effluent Pump Calculation on Kirby Res.. As per manf, the system shall be time dosed 10 gal/unit 2 units x 10 gal/unit = 20 gal dose 300 gpd / 20 gal dose = dosing every 1.6 firs Effluent pump calculations: Pump Calulation: Daily Design flow: Dose volume: Friction Head: Pipe type /size: H -W Coefficient: Loss ( @20GPM) 300 gpd 20 Gal. 1.5" PVC pipe, Length: 10 LF 120 Assumed Flow rate: 20 GPM 2.94 /100'(per Goulds) Equivalent length of pipe: 1.5" pipe horz. pump dist.: 39 ft Fitting Loss (1 'h "dia.) (3)90° elbow: cr 4.3 ft. 12.9 ft (3)45° elbow: @2.0 ft 6.0 ft (1) diversion tee at 11 ft. 11 ft _.. (1)- disconnect at 2_ft:___ _2_ft-_.__ - - -_ . (1) ball value at 43 ft. 43 ft ( 1) check valve: 11 11 ft total: equivalent length 124.9 ft. Total Dynamic Head (TDH): Total dynamic head = Static head + friction head Friction Head: Friction Head = Equivalent length x Head Loss /100 ft of pipe 124.9 ft. x 2.94 ft. head loss / 100 ft) = 3.67 ft head loss Static Head: Static Head = Elev. At Unit —Elev. At Pump 97.5ft. — 92.25 ft. = 5.25 ft Total Dynamic Head TDH = 5.25 ft. +.3.67 ft.= 8.92 ft. Use: 9 ft. February I5, 2008 Page 3 ■ 2 Raymond Drive, Carmel, NY, IOS I2 ■ Phone: 845.228.2333 ■ F= 845.228.2594 ■ MissionArtsDG .com ■ 1 u Effluent Pump Calculation on Kirby Res. February 15, 2008 Page 4 •_ .. _ ..Pu•rr�p Selection ,.... _ ... __ ._ - A Goulds Model PE , PE31P1 1/3 Hp 115V 1 Phase 12 amp Submersible Effluent Pump will deliver approximately 18 ft. head at 20 GPM._ Refer to attached pump specifications and chart. _ An audio and visual alarm shall be located near the electrical control panel in the house to indicate pump failure. Note: The pump selected is the smallest pump by Goulds to rated for effluent use and not for sump use. Cycle Time: Dose= 20 Gal./ Cycle Pump Rate =20 GPM* * Note: The pump will be calibrated in field to deliver 10 gal/ min by using a flow bypass (see Plan) Drawdown/ Float switches: Tank Capacity: 25 gal/in 20 GAL/ 25gal/in =.8" OR 0.067' Per design, the pump shall operate on a timer designed to deliver approximately 20 gallon dose every 1.6 hours. There shall be a pump enable float set at 12" above chamber floor. The alarm float will be set at 24" above chamber floor. Emergency storage volume is 400 gallons. DETAILS OF CONSTRUCTION: All other details of construction and notes are provided in the attached plans. These plans are to be considered an integral part of this report. Please review, comment and call me should you have any questions or comments. Sincerely, MissionArts Design Group, Inc. By: Dou as M. Florance, R.A. A.I.A. See attached graph chart for-pump Cc Cris Dellaripa , Project Coordinator Putnam Country Septic Repair Project. ■ 2 Raymond Drive, Carmel, NY, I05I2 ■ Phones 845. 228.2333 ■ Fay 845.228.2594 ■ MmsionArtsDG .com ■ .,. . APPLICATIONS MOTOR Specially designed for the following uses: General: • Mound.5ystems 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. "aIIWCIIZ High strength carbon steel shaft. SPECIFICATIONS PE31 Motor: Pump — General: 0 .33 NP 3000 RPM • Discharge- 11h" NPT • 115 volts •Shaded pole design • Temperature: 1040F (40 °C) maximum, continuous when fully submerged. PE41 Motor: • Solids handling: lk" maximum sphere. • .40 HP 3400 RPM. • Automatic models include a float switch. • 115 and 230 volts • Manual models available.. • PSC design • Pumping range: see performance chart or curve. PE51 Motor: - - - - PE31.Pump::. - - - -- .50.HP.3400_RPM.. _. ._ . • Maximum capacity: 53 GPM • 115 and 230 volts • Maximum head: 25' TDH • PSC design PE41 Pump: • Maximum capacity: 61 GPM AGENCY LISTINGS • Maximum head: 29' TDH - 461.Pump: ..... • Maximum -ca aci 70 GPM P ty�. ._ • Maximum head: 37' TDH c us METERS FEET 1 40 35 10 30 Q = 25 v a Z 20 o J 15 O �10 5 0L 00 L. 0 `Tested to UL 778 and CSA 22.2108 Standards By Canadian Standards Association File kR38549 10 (21F) 30 40 W W iU GPM du 5 10 15 m3/h CAPACITY Goulds Pumps is ISO 9001 Registered. uIIq "aIIWCIIZ MCI MCM01 �w'�»Ef.Il�lq�ltl IIr11�f 1 I 1 I0Oq���f!•��t` l 1�lq���l1•r�� 1�1RR1•Il�IA���f�1��11�E �q mom®moC -mmmm �q ■��q��MAam q ����i����� IN mbiommonoMmomm l•��v ��� ®1•��q��lar•��R ■a ��a� IMSmM n����e•��aAso ESOMgooa0122 - "a am m��o�oe .a>n�o�gm��v��o ®q�l\.®q���n���t m �W�� cooLlimmo 111momgmmWIN1 :11®m :�q�A�tl��� _ �10011ta>1 1�1A 1�.A5►.,��R1�wI11EaiA����1,.•� 10 (21F) 30 40 W W iU GPM du 5 10 15 m3/h CAPACITY Goulds Pumps is ISO 9001 Registered. Ad PERFORMANCE RATINGS DIMENSIONS PE31 'PE51 (All:dimensions are in inches. Do not use for construction purposes.) Total Head (feet of water) GPM 5 52 10 42 15 29 20 16 25 0 PE41 Total Head (feet of water) GPM 8 61:. 10 57 15 46 20 33 25 16 . Total Head (feet of water) GPM 10 67 15 59 20 50 25 39 30 26 35 8 6.4 . 0 Minimum 2.2 9.6 , . Minimum Float Switch Cord Discharge Minimum Maximum Shipping Order No. NP Volts Amps Circuit Phase Style Length Connection Basin Solids Weight Breaker Diameter Size Ibs/kg PE31 M' 033 12 Manual / No Switch iggyback Float Swit E31 P1 115 7.5 15 ' PE41 M 0.4 O Manual / No Switch CO 1.5" 18" 5" 31" / 14.1 PE41P1 Piggyback Float Switch PE42M 230 3.7 10 Manual / No Switch .. PE42P1 Piggyback FloatSwitch PE51M 0.5 115 9.5 20, Manual / No Switch PE51P1 Piggyback Float Switch PE52M 230 4.7 10 Manual/ No Switch PE52P1 Piggyback Float Switch Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner ofHeolrh cL� yew Y o�� D_ EPARTMENT QF..: HEALTH 1 Geneva Road, Brewster, New York 10509 REQUEST FOR FIELD TESTING fully completed prior to any scheduling. ROBERT J. BOND[ County &eeurive ROBERT MORRIS, PE Director of Environmenral ye. DATE: U %J"l ENGINEER OR FIRM: C.- S PHONE #: 9 I� 003 f PERSON TO CONTACT° O NEW CONSTRUCTION m PAIR PROGRAM O ADDITION PROGRAM REASON: DEEPS: B' . PERCS: D PUMP TEST: O ROAD /STREET: % l3 TOWN: P0_44,s TAX MAP #: SUBDIVISION: OWNER: l i YES NYCDEP CRITERIA FOR NO o� 0 �. 0 LOT #: IL Proposed SSTS within the drainage basin of WN st Branch of Boyds Corner & . Croton Falls Reservoirs - Proposed SSTS within 500 feet 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 gallons /day or SPDES Permit required. 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 Departmentwill coordinate a mutually suitable time for field testing with the Design Professional and NYCDEP. If a project -has been .determined to be Delegated based on the above response and then subsequent information indicates NYCDEP is required to .witness the soil tests, it will be the sole responsibility of the design professional to schedule re- witnessing of the soil testing with NYCDEP. FOR COUNTY USE ONLY DATE: TIME: COMMENTS: RZQ. MILFRLD TnTrHOALY ' 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 - Nurs•ing Home Care Fax ,(945) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax(845)278,-6648 LAKE LEGEND � .� o"n"s cwnan PT -� .vc"w,wi,e.lxw,rw ` � x I `\ /�vao/ rwow®�anaua /'� i nwum an�a avow nneaa sure I ` N / f SWALE AROUND PEAT ' IOFILTER MODULES AS PER MANFI ( REFER TO DETAIL ) 1 { . ALL TREES WITHIN 10 FEET OF T \.� PROPOSED SUBSURFACE SEYVAC- I \ TR ATMENTDYSTEM (SSTS) SHA REMO AREA OF EX15TINS SOIL TO BE REMOVED DONW TO ACCEPTABLE I \ 2 - PEAT BIOFILTEP SOIL AND REPLACED WITH NEYV , �� MODULES (REFER T ENGINEERED SOIL. AREA TO BE 12' -0" i DETAIL ) x 29'-0" x 3' -0" DEEP (34 CY05).. �' SEED d HAY L DISTURBED 5. , \ 1 IS " PVC, P I m SCH -40 FORGE MAI I I ` i CONSTRUCTION ENTRANCE ( REFER TO AIL) i ; �� / � "ol i J 'rmw I I e s>zrxnrx � SILT FENCE O r O `. 1100' ( REFER TO D AIL) 10'X2 -1X6 "L GRAVEL PAD ° (REFER TO D AIL_ ,') e SAMPLING I I. I i AAA CAMBER FOR THE PEAT �- BIOFILTER MODULES L14 EXISTING 95T5 FIELD Q< ( PGHD NOTE II) I l WW Z 1 I / /j 1000 GAL PL STIG 9TOAPY�j/ - nww / 1600.SAL PLASTIC, PUMP GHAMB \ N j / FRAME PTIC TANK ( REFER ( REFER TO D TAIL) 4G 1 — \ /HOUSE � 1 / � TO DETAIL) Q N iF• 10a6 6 '� v $ PA x / / / � /x / 1 4 " PVC, SD 35 41-1'� 4 "' PVC, 9DR -35 PIPE PIPE ® 1.0% IN 00 i ® 2.0% MIN PITCH TO PITCH ury --- -- TANK WITH GLEAN EXISTING SEPTIC TANK IS OUT pd TO BE PUMPED OF IT5 MQ-14t ry CONTENTS BY A NYSDEG tvuw LICENSED 5EPTAGE HAULER AND THE TANK REMOVED FROM SITE. ALL.SUtVEY AND TOPOSPAPwc NPORMAMN NAB 2'-6" 10' 40' SM StYM eY PufNAM C40 fY 9EP W MPAIR 55 T 5 R E P A I R P L A N PRAM STAFF 9� MV,OB AN TO I R1PY cuaasfr 917E FROM A Ns ANf),or3TAM PROPERTY ufe MARKINGS FROM A 54%.5 1- . 2014' O s' 20' LK.815' ®ELRVEYOFt AS RECiARED.