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HomeMy WebLinkAbout0492DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 14. -1 -53 BOX 6 J Ll J . 4 , ,� ■ �; -, -� r - � -ml6- V*% 00301 Z-7 77 •'R4; :'` `• � •SCR PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES REQUEST FOR FIELD TESTING All information must be, ally completed prior to any scheduling. Date: _ May 3, 2012 Engineer or Firm: Watchtower Phone M 845- 306 -1000 Person to Contact: Richard I. Eldred ❑ New Construction Reason: ❑ Deeps ® Repair Program ❑ Peres ❑ Pump Test Road /Street: 2870 Route 22 ❑ Addition Program ' Town: Patterson Tax Map #: 14. -1 -53 Subdivision: Owner Watchtower ❑ Project not within NYC Watershed. Lot #: NYCDEP CRITERIA FOR JOLN"r REVIEW AND MESSING OF SOIL TESTING YES NO ❑ Proposed SSTS within the drainage basin of West Branch, Croton Falls, or Boyds Corner 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. ❑ N Proposed SSTS design flow greater than 1000 gallons/day or SPDES Permit required. I�Q Proposed SSTS for a Commercial Project. It is the responsibility of the design professional to provide the above information prior to soil testing. This Department will determine the NYCDEP project status (Joint or Delegated) based on the response. If you answered Le_s to any of the questions, NYCDEP must witness the soil tests. This Department will coordinate a mutually suitable time for Held testing with the Design Professions 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 COUNITY USE ONLY DATE: Tlx: CO�MiENTS: Req.for field tesukly 4/16/2009 Putnam County Department of Health Division of Environmental Health Services SSTS Repair - Final Site Inspection Date: //12- Inspected by: Installer: 4-1a � ► T ✓,� Street toc ati '�2, ,9 7 0 '2 2 `L Owner. �� . ,G 7S -- Town: fed Repair Permit M L -lb - / Z TM #) V-:' - -Y,3 i. Type of System: ConventionalAlternate 0 Comments: Z. Septic Tank Yes No N/A-1 Comments a. Septic tank size -1,000 ...1,250... other..... b. Septic tank installed level ...................... c. 10' minimum from foundation .................. d. Distribution Box L All outlets at same elevation (water tested) ... ii. Protected below frost ............................. 1/ iii. Minimum 2 8. Original soil between box & trenches e. Junction Box -... 1 set ....... ....... ............... _jw £ Trenches i. System completely ened for inspection ii. Length required Length installed iii. Pipe sl checked . iv. Installed according to plan ..................... v. 10 & from property line - 20 ft - foundations ... vi. Size of gravel % -1 %z " diameter clean ....... ... / d vii. Depth of gravel in trench 12" minimum ......... V viii. Ends capped ..... ...... ......................... Pun or Dosed Systems 3. Sews System Area a. SSTS Area located as per approved plans b. Fill section - c. Distance from water coursetwetlands 4. Overall Workmanship a. Boxes properly grouted and installed correctly ........... b. All pipes flush with inside of box ......................... c. Backfill material contains stones 0" diameter ......... d. Curtain drain & standpipes installed according to plan e. Curtain drain outfall protected & dir to exist watercourse f. Footing drains discharge away from SSTS area ......... g. Erosion control provided ............................ Additional Comments: O pv7, RFSI Rev - 011312 i NVC Environmental Protection Carter H. Strickland, Jr. Commissioner Paul V. Rush, P.E. Deputy Commissioner Bureau of Water Supply prush@dep.nyc.gov 465 Columbus Avenue Valhalla, New York 10595 T: (845) 340 -7800 F:(845)334 -7175 June 19, 2012 Mr. Cris Dellaripa Putnam County Health Department 1 Geneva Road Brewster, New York 10509 Re: Watchtower B House — SSTS Remediation (T) Patterson, Putnam County East Branch Reservoir Drainage Basin TM# 14.4-52 DEP Log #2002 -EB- 0862 -DJI.1 (Joint Review) Dear Mr. Dellaripa: 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 revision. This determination is based on the review of submitted documents including the drawings titled `B -House Septic System Repairs ", 2870 Route 22, Patterson, New York, revised June 15, 2012. If you have any questions, I may be reached at (914)742 -2055. c: Pamela Young, PhD, NYSDOH Sincerely, D, .._,t ��, Danny Shedlo, P.E. Civil Engineer III Wastewater Design Review EOH m �s oc i1q, ABBREVIATIONS `\ I D.B. DISTRIBUTION BOX I o $ o \ I D.T. DEEP TEST HOLE o VC A / / I \$o \ ELEV ELEVATION EX. 4" SANITARY do \ �` EX EXISTING FT FOOT EK. SEEPAGE PR / / / 2 D.T. � � \\ `�. INV INVERT TO BE REMOVED / \ '�� \ \ I I MIN MINIMUM 1 o BOTTOM OF TRENCH �• t P.T. PERCOLATION TEST HOLE I b�Rf BUI ELEV. 496.50 I I SD STORM DRAIN e sECT1oNS 2 NS SECTIONS (P) SYMBOLS LEGEND (SEE NOTE 3) 1 �• i I i i i M� ' 1 _ / EXISTING CONTOUR (SCREENED) l BOTTOM OF TRENCH I I I I it / PROPOSED FILL CONTOUR ELEV. 496.00 I \ BOTTOM OF TRENCH I --too—, i \.497.00 4 ; I f � GENERAL NOTES: 1. ADJUST FENCE AS. REQUIRED. / I I I I VVV INV• REMOVE EX. 4" OUTLET 2. 4 TRENCHES, 2 FEET WIDE X 34.5' LONG ` I I 497.50 INV. ELEV. 498.25 ' WITH LEVEL TRENCH BOTTOM. RELOCATE 3. INFILTRATOR QUICK 4 EQUALIZER 36: `ELECTRICAL I I I SEP \C TAN �� SECTION 22'W X 48"L X 12% \ \ 1 II SEPTIC.;. EX. 498-95 END SECTIONS: 22"W X 16 "L X 12 "H �STPOK LID FLEW -., 4. PROPOSED REGRADED CONTOUR LINES BASED EX. 4" INV. ON DEEP TEST HOLE REPRESENT REVISED 1 I 'J F�- ELEV. 498.43 TOP OF GROUND ELEVATION, TO COMPLY q BOTTOM OF TRENCH I \ sr, ; F 7 WITH THE MINIMUM VERTICAL SEPARATION ELEV. 495.00 I 49M! � `4" OUTLET IW.�, BETWEEN THE CONVENTIONAL ABSORPTION D 8. ELEV. 498.25 TRENCH BOTTOM AND ANY BEDROCK OR II I IT R9s�1� \ • ; GROUND WATER. (NO GROUND WATER ,� ® S� / a SD I 5. REMOVE SEEPAGE PIT FROM SERVICE. 95.50 I 6. FILL AS SHOWN, BUT NO GREATER THAN TWO I I' R•N,. '. ' INLET ELEV. 498.10 I FEET ABOVE EXISTING GROUND. 4 SO I FREE \ 8 HOUSE I B HOUSE \ I F.F 502.41 I REPAIRS DIRECT BURIAL CABLE CH 6" DEEP T.M. #14. -1 -53 ENTRANCE nvirommenta KEY PLAN TRUE NORM 070A�y ARTIAL SITE PLAN ``` r�� `�� `� 02 .t _ v r �r1 _ ^ ? A�'OFESS \DAP l '0" •rs:- ii�l.: itr.',� ZyF�Oz 'f ry rL "Tifile.-�t BIBLE k TRACT SOCIETY OF NEW YORK, INC. 25 COLUMBIA HEIGHTS BROOKLYN, NEW YORK, 11201 - 115 JUN 1 I MARK:I DATE: I DESCRIPTION: owNER: WATCHTOWER BIBLE & TRACT SOCIETY 25 COLUMBIA HEIGHTS BROOKLYN, NY 11201 ACCOUNT No. PROJECT TTTLE: B —HOUSE SEPTIC SYSTEM REPAIRS 2870 ROUTE 22 PATTERSON, NY 12563 SHEET TTTLE: ABSORPTION TRENCH SITE PLAN PROJECT No. SHEET No. C -101 REBECCA WFITENBERG, RN, BSN Public Health Director ROBERT MORRIS, PE Director of Environmental Health DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 Phone # (845) 808 -1390 Fax # (845) 278 -7921 MARYELLEN ODELL County Executive TO: NYCDEP DEPARTMENT OF ENGINEERING AND DESIGN REVIEW ATTN: a� n FROM: PRIORITY - SEPTIC REPAIR DELEGATION STATUS FOR SUBSURFACE SEWAGE TREATMENT SYSTEM PROGRAM JOINT REVIEW PROJECT: 'W ,,4e- k 4o� � LOCATION: c2 t�' � O TOWN: TM # [ y — i ---7 :1 NOTICE OF COMPLETE APPLICATION: DATE: ❑ Within the drainage basins of West Branch, Boyds Corner, or Croton Falls Reservoirs ❑ 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 1,000 gallons /day. Commercial SSTS. SEPTIC REPAIR JOINT REVIEW PUTNAIM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATiN ENT SYSTEM Owner: 71 je'r Located at (street): 2,� -/ Q (f� Municipality: F4-4�a 'f � Address: TM # Section: Block Lot Watershed: SOIL PERCOLATION TEST DATA / Witnessed by: Date of Pre - soaking: 6 ��Z Date of Percolation Test: Hole No. • Run No. Time Start.- Stop Elapse Time (min.) Depth to . water from ground surface (inches) Start - Stop Rater drop in inches Percolation Rate min/inch a 1 Vow 2 a a6 - /o:6 30 76- 3 /0--5-9 'a� 30 2� - 4 5 9 i 42 ZQ -fain r) - a. 2 r) - /osz 3 /o -/ ab a vcv 4 5. 1 2 3 4 I 2 3 4 5 � Notes: Tests to be repeated at same depth until approximately equal percolation rates are obtained at each percolation test hole. (i.e., < l min for 1 -30 min/inch. < 2 min for 31 -60 min /inch). All data to be submitted for review. Depth measurements to be made from top of hole. Form DD -97, pa I of''_ TEST PIT DATA , DESCRIPTION OF SOILS ENCO.UI TERED IN TEST HOLES •4 DEPTH HOLE # . I HOLE # HOLE # HOLE # HOLE # G.L. 0.5' 1.5' 2.0' 2.5' 3.0' 3.5' 4.0' 4.5' 5.0' 7.0' Y ' 8.0' 8.5' 9.0' 9.5' 10.0' Indicate level .at which groundwater is encountered .Indicate level at which mottling is observed AAA Indicate level to which water level rises after being encountered Deep hole obsery ations made by: r� ; ��� `�i' I� Date Design Professional Name: Address: Signature: Design Professional = Seal WATCHTOWER Bible and Tract Society of New York, Inc. 100 Watchtower Drive, Patterson, NY 12563 -9204, U.S.A. Phone: (845) 306 -1000 Fax: (845) 306 -0309 June 07, 2012 Mr. Cris Dellaripa, P.E. Putnam County Department of Health Division of Environmental Health Services 1 Geneva Road Brewster, NY 10509 Re: Amended Submittal Septic SSTS Repair — 2870 Route 22 Watchtower Bible and Tract Society of New York, Inc. (T) Patterson Tax Map # 14. -1 -53 Dear Mr. Dellaripa: Watchtower Bible and Tract Society of New York, Inc. is submitting the following additional percolation information in support of the repair of the SSTS referenced above: • Percolation Test Hole #1 located at the south end as shown on the submitted Plan yielded a final rate of 9 minutes /inch. • Percolation Test Hole #2 located at the north end as shown on the submitted plan yielded a rate of 10 minutes /inch. • The trial design for Plan C -101 was based upon 11 minutes /inch. The design as shown on Plan C -101 is proposed which includes the following: Four (4) trenches at 34.5 feet long x 2 feet wide x 2 feet deep, using the Infiltrator Quick 4 Equalizer 36 in a graveless application. • The deep hole with red loam located 5 feet easterly of Percolation Test Hole #2 showed no groundwater and demonstrated a minimum depth of 4 feet from the bottom of the trench design to any rock. If you have any questions on the attached report, please contact Joel Heier at the address or telephone number above. ,.•"�pf NEW)o • P� O,Q y, �'�V�a 10 main '0'�QFES S10�P� Sincerely, OF NEW YORK. INC. Richard I. Efdred, P.E., 100 Watchtower Drive, Patterson, NY 12563 -2228 Engineering Report Infiltrator Quick 4 Equalizer Absorption Trench System Percolation Test Data B House 2870 Route 22 Town of Patterson TM# 14.4-53 Putnam County Test Hole 41 near south end of fence 28" deep Reddish loam Presoak 5/15/12 @ 10:30 am Tested 5/1£112 Test Run #1 Test Run #2 Test Run 93 End 9:45 10:11 10:19 Begin 9:41 10:04 10:12 Result 7 min. 7 min. 7 min. Test Hale tt2@ 48' northerly along fence -28" deep Reddish loam Presoak 5/15/12 @ 10:45 am Tested 5/16 End 9:59 10:13 10:27 Begin 9 :49 10:02 10:16 Result 10 mIn. 11 min. 11 min. Begin time, end time and result in minutes for water elevation change from 6" to V above bottom of the test hole. Percolation Rate =11 min. Application Rate = 0.80 gallons /day /sq. ft. Water saving fixtures (post 1991) =1.6 S/ flush water closets, 3.0 gpm faucets/ shower heads= 110 gpd / bedroom x 2 bedrooms = 220 gpd DOH Appendix 75 -A, Table 4A for two bedrooms - 220 gpd = 138 -ft. of 2 ft. wide trenches. 138 -ft. /4 trenches = 34.50 ft. /trench Trench system = See attached sketch. Infiltrator Quick Equalizer 36 Section Dimensions = 22" width x48" length x 12" high 8 Infiltrator sections x 4 -ft. - 32- ft. + 2 end caps x 1,33' = 34.50 ft. length x 4 trenches = 138.00'. Adjust 4 -ft. sections up to 10- degrees to fit the slope. Keep trench bottom level. of NEW �� ►x i��'�fi 1 1 The Quidt Equalizer"36 Chamber The Quick4 Equalizer 36 Chamber FRONT VIEW MultiPort End Cap SIM VIEW a Tor vtlew INFILUAVOR SYSTEMS. INC. 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US Puwrre• 756.661;5,047,M1;5,1$9.JBtiA, M7;S,401.11%6.401AW:5. 511. 906: 5:718.169:5.566.776:Fi.EM.644 �an.7dl•=t P,i cnl$,• $,329.959: 2,00$,564 Other PMII9 rlV4WQ Instrarw, eauallmr, Oucmam Sl wrlriaram m*wred tradwolisof litftaW 5yatema Mr;. InMrMw is a rapiaGm id tr*kmlrk in%.l hrobX 5"1" InC. ssargosirroll trWwryrrk in P&xiao ChWte lipaoa. Cpabur. Cam S*Val Cmrec:Wr Mind- owhitu. WIPbrt Pdyrrtrff, PdBLAxk.OukkCet.OuickPlw OwLock tatd BUWgM ack are lradernarks at Wftahm Syaterns (n(. 9) 200q infrtmW 3yste a Im Pfaded h USA 009MEWA 2 PUTNAM COUNTY HEALTH DEPARTMENT DIVISION OF ENVIRONMENTAL HEALTH SERVICE OPOSAL FOR SEWAGE TREATMENT SYSTEM REP Internal Use Only PERMIT # J L1 LYJ Repair Permit issued in last 5 years U Not in Watershed ❑,/ I�I Repair within Boyd's Comers, W. Branch or Croton Falls Res. ❑0D legated El Repair within 200 ft. of a watercourse or DEC - mapped wetland Joint Review SITE LOCATION 2870 Route 22 TOWN Patterson TM # 14, -1 -53 OWNER'S NAME Watchtower PHONE # 845- 306 -1000 MAILING ADDRESS 100 Watchtower Drive, Patterson NY 12563 APPLICANT Watchtower - Owner Name & Relationship (i.e., owner, tenant, contractor) DATE May 3, 2012 PROPOSED INSTALLER FACILITY TYPE Residential PCHD COMPLAINT # Watchtower PHONE # 845 -306 -1000 ADDRESS 100 Watchtower Drive, Patterson NY 12563 REGISTRATION /LICENSE # 534 -12 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 repair. See attached plan w= CX.5; n �) /i C.R-x I, as owner,agree to the conditions stated on this form SIGNATURE -�_ --� TITLE General Manager DATE _S ! Z__ (owner) I, the septic installer, a re comply with the conditions of this permit for the septic system,repair v�n� SIGNATUR - ` TITLE P� DATE (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. iurrnuAI "CC nw v Proposal Approved Proposal Denied ❑ ,. , Inspector's Signature & Title f :': __.O die Expiration Date ,Repair proposal is in compliance with applicable codes Yes ❑ No COPIES: PCHD; Owner; Installer few , PC -RP 99ML Rev. 2/07 VI I L- 1 p�. Lc s 3 - / )_ -1 \ I k I . -_ 0 \ -0 - -\ T2B. T18 BOTTOM OF TRENCH 2\ I �^ T36 ELEV. 496.64 � I o \ 8 SECTIONS & 2 END SECTIONS (TYP) 1.T� W ' l 96.00 TRENCH 3 ELEV Tab 4 BOTTOM OF TRENCH 1 i j I j I I I \ELEV. 497.00 ; i INV. CAPPED 4' OUTLET 497.46 INV. ELEV. 498.12 1 1 \ \ I I EPT1C SEPTIC. EX. S4ga g3 ' \ , 1 I I I I 11ANK�, LID El \ ` 1 T1A ` EX. 4" INV. BOTTOM OF TRENCH 4 S T2A I 4 Ff ELEV. 498.31 T3A ELEV. 495.00 u, 4" OUTLET INV. \� a C2 ELEV. 498.06 ' u � \ , T4A IM1. 495.55 / 5D o .o 1p� \ CH \ � I PARTIAL SITE PLAN 0 4" INLET INV. ELEV. 497.86 B HOUSE F.F 502.41 \1 1 " =10' -0' O 5 10 20 ABBREVIATIONS 0' B. DISTRIBUTION BOX D.T. DEEP TEST HOLE ELEV ELEVATION EX EXISTING FT FOOT INV INVERT MIN MINIMUM P.T. PERCOLATION TEST HOLE SD STORM DRAIN SYMBOLS LEGEND / EXISTING CONTOUR (SCREENED) GENERAL NOTES: 1. 4 TRENCHES, 2 FEET WIDE X 34.5' LONG WITH LEVEL TRENCH BOTTOM. 2. INFILTRATOR QUICK 4 EQUALIZER 36: SECTION 22W X 481 X 12'H; END SECTIONS: 221W X 161 X 12'H 3. ALL PIPES ARE 4" PVC, SCH 40. 4. TUF -TTTE DISTRIBUTION BOX, MODEL 7HD2 ° ATCHTO'��.,ER OF NEW YOM fffC. 25 COLUIIM BEIGIM BROOKLYN, NEW YORK, 11201 - - DIM TO Cl DIM TO C2 T1A 12.17 36.35 1 43.83 1. T2A 14.67 42.14 T2B 43:95 55.2 T3A 19.36 48.48 T B 44.89 60.65 T4A 22.78 54.22 T4B 40.29 61.82 B. ° ATCHTO'��.,ER OF NEW YOM fffC. 25 COLUIIM BEIGIM BROOKLYN, NEW YORK, 11201 - - B HOUSE RECORD SET REPAIRS DATE: DESCRIPTION: T.M.#14. -1 -53 Of NEW yo 0 MAIN ENTRANCE 5 � N ' 0 7.0°a v pROFESSID�' KEYPLAN TRUE NORTH ® RECORD ° ATCHTO'��.,ER OF NEW YOM fffC. 25 COLUIIM BEIGIM BROOKLYN, NEW YORK, 11201 - - 09 AUG t 15 JUN 1 RECORD SET MAMI DATE: DESCRIPTION: OWNER: WATCHTOWER BIBLE do TRACT Smay 25 COLUMBIA HEIGHTS BROOKLYN, NY 11201 ACCOUNT N. PROJECT TTTM B -HOUSE SEPTIC SYSiE11 REPAIRS _ 2870 ROUTE 22 PATTERSON, NY 12563 SHEET TITLE: ABSORPTION Tm sm PLAN PROJECT No. 20120020 SHEET No. C -101 s .. SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health June 14, 2005 DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 Watchtower Bible & Tract Society Mr. Richard Eldred 100 Watchtower Drive Patterson, NY 12563 Dear Mr. Eldred: ROBERT J. BONDI County Executive Re: Addition — Approval - Watchtower No Increase in Number of Bedrooms 50 -200 Watchtower Drive — "E" House (T) Patterson, T.M. #14 -1 -53 I have received and reviewed the plans for . the proposed addition to the above mentioned residence. The proposal for the addition has been approved as per plans bearing the approval stamp from the Department dated June 12, 2005. The addition is approved with the following conditions: 1. The total number of bedrooms must remain at six without prior approval by this Department. 2. The area of the existing sewage disposal system and its expansion area must be maintained. 3. All plumbing fixtures must be updated with water saving devices (i.e. new low flush toilets, restrictors for shower heads and faucets etc.). 4. The approval is for the proposed changes only. This approval does not validate any construction shown as existing that has not obtained proper approvals. Any other permits or variances required are the responsibility of the applicant and the jurisdiction of the Town of Patterson. If you have any questions, please contact me at your convenience. Ve ` ly yours Robert Morris, PE Senior Public Health Engineer RM:cw cc: Building Inspector, (T) Patterson Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Nursing Services (845) 278 -6558 WIC (845) 278 -6678 Fax (845) 278 -6085 Early Intervention/Preschool (845) 278 -6014 Fax (845) 278 -6648 A ON' Dining Room PORCH AREA ON OSC CLOSET Bedroom 1 FOYER CLOSET Living Room BATH 2 ! CLOSET BATH ! . O ' ©O E: BATH Existing LIVIHO ROOM Kitchen rl--1 trn n Bedroom 2 OF HEALTH HOUSE PLANS APPROVEID FOA 13MROOM COUNT ONILy, EHOU-se floo I ;�Dlaos S tr ALL SUBSEQUENT RE�'I�.EONIA '. i;LtAT Orll5 TO THESE HOUSE `r PLAN UST BE S yIi i`TE E� TO 'i'EiIL PCDOH FOR APPItOi7A1[, Reviss ®n 2005 R SIGNATURE &i TITLE / ATE J � M -A/C E House , 2nd "Floor Revision 2005 PUTNAIVI COUNTY DEPARTMENT OF HEALTH HOUSE PLANS APPROVED FOR BEDROOM, COUNT ONLY, EE DiROOMS ALL SU*)0-lJl:-,-lJT -'--f?AT.'-0NS TO THESE HOUSE PLAN TO '1-111E PCDGH FOR APPROVAL Wor SIGNATURE & TITLE DATE BRUCE R FOLSY Puhul HerlrA Dir :�c'c- DEPAR 1 YIEEIv 1 OF JEALT.T i Vvision of Em ironrnentrd Health Services 4 Genava Road Brews.ar, New York 10509 Tcl..(9I4) 278.6130 Fax (914) :78 - 7911 i PR-0p SED A7DlIIG i 4IN L (N O OWE STIEET .0 # A/1 � S� NA2V PHONE360"' aoa PCHD r IMAA .1_0 A 1' R7 S U/� DESCRIPTION OF A.DDITIOW/�� �) % /" 1�1i�10 d &4z stag , L�IBER OF EMST?iiNG BE])ROONLS PROPOeS BEDROOI,LS (M0M CERT, of (XCU?AIIC-( 0 oll � CERTIFICATION FROM BUILOL*JC ILSPECTOR) *:env r-ddition Nvfiich is cons :demd a bedroom requires formal approval of plans (Construction Permit) preps ed b., a ?rf_ssioral Engineer or Regiskred Arc'nitect in accordaaee will,. applicable sec*[ons of tale Puman Co=ty Sarita-*y Code. Please submit this fcr .. w.d he fo'loMng to Put= Co=r.v Health Dept.; 4 Geneva Rd., Brewster, NY 1'0509, Phc-ne 2'S -61.30. 1. Certified check or mor,:ey order for 5100.00 S'Setches oi.existing floor plan (drzwn to scale,. all living area Including basement) Non- professional sketc�s arc accept =ble 3. Two sets of proposed floor plan (drawn to scale, with name, street, a :d tall nap T) * Non- p :afcssionai sketites are acceptable 4. Copy of sarvey suowi g well and septic, location, to the best of your k,owled ;p. Include date of installation if krno,�,m Label all sells and septic systems witni_n 200 feet of the p:operw line. Contact this office wish any questions. S. Copy of Cert. of Occupancy frrm Town or Certification from Buildirg Dept. Mth legal bedroom Court of dwelling, OFF1C.'E US C:omme 7z F:b 9c, A/C E House 2 n-d Floor Existing Conditions e 1st Floor EXISTING CONDITIONS +, a v 1 .K a 1, ^r � < t r f♦ a x 4 \ , t v i .y ,' ' > <Rtchard I dre :Eld; P E, ' 28 Patterson, J,V'ew cYor�C 1253 2228 � ` , ` � ' r May 31, 2005, June 13, 2005 Putnam County Department of Health . Attention: Subsurface Waste Treatment Re: Adjustments to E Residential House located West of Route 22 Dear Mr. Morris: Attached are sketchs [existing / revised] of the first and second floor. The house currently has 3 bedrooms on the first floor and 3 bedrooms on the second floor. -We are proposing to make the following adjustment in bedroom count: Floor Current Bedroom Count Adjusted. Bedroom Count • Fi rst 3 2 • Second 3 4 • Total 6 6 The house feeds into the subsurface septic system covered by SPDES Permit NY 0207900 with a permitted average daily flow of 2,400 gallons. The average daily flow for the Westside Main Complex as reported by Watchtower to the Department of Health for the month of April 2005 was 370 gallons per day. Based upon a review by Richard Eldred, P.E., this has been consistent for the past year. We do not anticipate any increase due to the above adjustments. We request that a letter of approval be granted for the adjusted bedroom count so that we may go forward with our remodeling project. Please contact Joel Heier if there are any questions. Sincerely, Richard I. Eldred, P.E. rA , DEPARTMENT OF HEALTH Division . Of Environmental Health Services 4 Geneva Road, Brewster, New York 10509 (914) 278 -6130 Putntm Cour-ty Dept. of Health 4 seiieva Road 3:ewstcr, NY 105G9 Residence BRUCE R._FOIE!, H c Aeting PUbila Health p,- e•t_�r Tax Map Town c enuemem According to re-girds maiiitair.ed by the Tow-,y the above noted dwelling is .J ivQ_i in cornplian:;e v „th Tort, code and Che tctal number of bedrooms on record is This :nforr ration ,its been obtai.-ied from: CERTIFICATE OF 4CCTJFANCY: ASSESSORS RECORD: Y w • f R DEPARTMENT OF HEALTH Division . Of Environmental Health Services Ceneva' Road, Brewster, New York 10509 (914) 278 -6130 Putn,T County Dept. of Heait`:; 4 Geneva Road 3:ewster, NY 105C9 Gentltmerl: BRUCE R._FOLV. F c Acting PUbile Mealth Re: Residence a \ C f TaX Ma , ' ' ✓1�J\ Tom According '�o records maintained by the Tovm, the above noted dv elling iS :o NOT in cor7pi'an;� ��,ith Tov,-n code and the total number of 'bedrooms on record 15 This infoiTnation ;aas been obtai.-1ed from: CERTIFICATE Or OCCUPATN'CY: ASSESSORS RECORD: 14flo" Building inspector May 31, 2005 Putnam County Department of Health Attention: Subsurface Waste Treatment Re: Adjustments to E Residential House located West of Route 22 Dear Sir: The house currently has 3 bedrooms on the first floor and 3 bedrooms on the second floor. We are proposing to make the following adjustment in bedroom count: Floor Current Bedroom Count Adjusted Bedroom Count • First 3 2 • Second 3 4 • Total 6 6 The house feeds into the subsurface septic system covered by SPDES Permit NY 0207900 with a permitted average daily flow of 2,400 gallons. The average daily flow for the Westside Main Complex as reported by Watchtower to the Department of Health for the month of April 2005 was 370 gallons per day. Based upon a review by Richard Eldred, P.E., this has been consistent for the past year. We do not anticipate any increase due to the above adjustments. We request that a letter of approval be granted for the adjusted bedroom count so that we may go forward with our remodeling project. Please contact Joel Heier if there are any questions. Y �. 3,� _;✓ PO .. Sincerely, :,, +'�% '` =' °` ;;• °'� Richard I. Eldred, P.E. May 31, 2005 Putnam County Department of Health Attention: Subsurface Waste Treatment Re: Adjustments to E Residential House located West of Route 22 Dear Sir: The house currently has 3 bedrooms on the first floor and 3 bedrooms on the second floor. We are proposing to make the following adjustment in bedroom count: Floor Current Bedroom Count Adjusted Bedroom Count • First 3 2 • Second 3 4 • Total 6 6 The house feeds into the subsurface septic system covered by SPDES Permit NY 0207900 with a permitted average daily flow of 2,400 gallons. The average daily flow for the Westside Main Complex as reported by Watchtower to the Department of Health for the month of April 2005 was 370 gallons per day. Based upon a review by Richard Eldred, P.E., this has been consistent for the past year. We do not anticipate any increase due to the above adjustments. We request that a letter of approval be granted for the adjusted bedroom count so that we may go forward with our remodeling project. Please contact Joel Heier if there are any questions. 1tt5.:1M14149f:: J0.l el1:!•.,!!t •t\ F. �- �'�• Sincerely, °c� .;y. '•• %:. L ..••''' off, � Richard I. Eldred, P.E. 4, 4'lt :e ........ ro N E W Y O R K S T A T E H E A L T H D E P A R T M E N T DAILY OPERATION RECORD for the month of April 2005 for the following source(s) westside Main Complex Cs = Commercial strength of hypochlorite solution is %. Q1 = Quarts of commercial strength hypochlorite solution used to make mix is Q2 = Quarts of water added to make mix is Solution strength, Ss = Cs x Ql (1,000,000); Chlorine dose in mg /l = Ss x Quarts of Mix used 100 Q1 +Q2 Treated Water in 1,000 Gals x 4,000 Reportedby:C��. /�`'`'� Title: C.l�'4�7 Qrcvr SIGNATURE �- Cert No. )4W W Date Report Transmitted _j G ` AMOUNT OF TREATED WATER E DAY WATER TUR- BIDITY WATER PH WATER TEMP. & DOSAGES POST CHLORINATION FINISHED TURBID ITY FINISHED WATER PH Free Chlorine Residual mg/1 Alum lbs. per 24 Hrs.- NO Mi, Repeat,' TWO Comec, Day Cs = Commercial strength of hypochlorite solution is %. Q1 = Quarts of commercial strength hypochlorite solution used to make mix is Q2 = Quarts of water added to make mix is Solution strength, Ss = Cs x Ql (1,000,000); Chlorine dose in mg /l = Ss x Quarts of Mix used 100 Q1 +Q2 Treated Water in 1,000 Gals x 4,000 Reportedby:C��. /�`'`'� Title: C.l�'4�7 Qrcvr SIGNATURE �- Cert No. )4W W Date Report Transmitted _j G ` PETER C. ALEXANDERSON County Executive DEPARTMENT OF HEALTH Division Of Environmental Health Services 110 Old Route Six Center, Carmel, New York (914) 225-0310 Watchtower Bible & Tract Society of New York 25 Columbus Heights Brooklyn,.New York 71201 ATT: Robert Pollack Construction Compliance for Water & Wastewater Facilities @ Watchtower Farms (T) Patterson RE: Dear Mr. Pollock: 10512 JOHN SIMMONS, M D Deputy Commissioner JOHN KARELL, Jr., P.E. Director July 6, 1987 A letter of approval of plans was issued on November 25, 1986 and December 2, 1987 by this Department to permit the construction of a subsurface sewage disposal system and water supply system to serve the above noted facility. The approval letter required that the disposal facility not be operated without written approval of the Putnam County Department of Health. This Department is in receipt of the certification that the sewage disposal system and water supply system were constructed according to the approved plans and Putnam County Health Department standards, along with "as- built" plans. This letter will serve as the necessary approval to operate from this Department with the following conditions: 1. The average daily flow volume should not exceed 2400 gpd.. Daily flow readings shall be recorded and forwarded to this office, on a monthly schedule. 2. The individual water supply and sewage disposal system shall be abandoned upon the availability of public water supply and public sewers. 3. Any change in use of building shall receive prior approval from this of f ice. Should you have any questions on the above, please contact this office. MJB:mk cc: W. Maki, PE t J. Calbo, BI (T) Patterson Me bx: L. J. T. B. Schilling Stuefloten Turcot Pollock Michael J. PUblic Heal lM- WATCHTOWER CABLE WATCHTOWER BIBLE AND TRACT SOCIETY OF NEW YORK, INC. 25 COLUMBIA HEIGHTS. BROOKLYN, NEW YORK 11201, U.S.A. PHONE (716) 625 -3600 FCI:FNK June 24, 198,K7 Putnam County Department of Health Two County Center Carmel, N.Y. 10512 Attn: Mr. John Karell, P.E. Re: Construction Compliance for Waste Water Disposal System and Water Supply System at Watchtower Farms, (T) Patterson Dear Mr. Karell: . . This letter is to certify that I have supervised and inspected the Waste Water Disposal System approved by your letter of November 25, 1986, and the Water Supply System approved by your letter of December 2, 1986, for the Patterson Watchtower facility. The installation has been made in accord with all of the applicable criteria of the New York State Department of Environmental Conservation and the Putnam County Health Department. The installation has been done according to the as -built plans submitted on completion of the job. Very truly yours, William M. Maki, P.E. xc: Richard Eldred Ron Maxwell Robert Pollock bx: L. Schilling Rev. 3/86 PUTNAM COUNTY DEPARTMENT OF HEALTH Division of Environmental Health Servitor, Carmel, N.Y. 10512 Engineer Must Provide P.C.H.D. Permit N CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR SEWAGE DISPOSAL SYSTEM Patterson Town or Village � ,,c,ted,t Rt. 22 Patterson, N.Y. 12563 TAX Map 9 Block 1 Lot 32 Owm,aVplltaat Name Watchtower Formerly Mendel Farm Sabdtvision Name Subdv. Lot N Malg Address 2 5 Columbia Heights zip 11201 Date Permit Issued November 25, 19 8 6 Brooklyn. N.Y. 12589 Separate Sewerage System built by Richard Kokosky AddressR _ D _ # 1 11 Box 30Q, Wa 1 1 ki l 1 N _ Y Consisting of 3000 Gallon septic Tank and _Drain Field: 448 L.F. of 4'x4' Gal lies with a 6" main line_ Water Supplys Public Supply From Address a, wel 1 Private Supply Drilled by existing Address B .Ddwg T'Pe Residential Has Erosion Control Been Completed? Yes Number of Bedrooms 12 Has Garbage Grtmder Been installed? Yes Other Requirements I certify that the system(s) as listed serving the above premises were constructed essentially as shown o e plans of the completed work ( copies of which are attached), and in accordance with the standards, rules and r qla,,, iopp y �iy agcordag v filed plan, and the permit issued by the pumas County department 0i health. � 1 /x�l /+� /I Jr/ f Date January 2. 1987 Certiftw dy llam. T k P.E. x R.A. Address - 25 Columba Heights, Brooklyn, N.Y. 1120." No. 062699 -1 Any person occupying premises served by the above system(s) shall promptly take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewerage system shall become null and void as soon as a pub!;: sanitary sewer becomes available and the approval of the private water supply shall become null and void when a public water supply becomes available. Such approvals are subject to modification or change when, In the judgment of the Commissioner of Health, such revocation, modification or change Is necessary. Ehvirdlbst 315 Fullerton Avenue Newburgh, NY 12550 Laboratories Inc. (914).562-0890 LAB#: 55264 DATE REC'D: 6/24/187 DATE COLL•'D: 6/24/07 STATUS: closed LNAME: Watchtower Farms FNAME: NYZIP: 12589 STREET: RD#1 Box 300 CITY: Wallkill STATE: SPL LOCATION: Patterson Farm Main House REPORT TO: same BILL TO: same T COLI: 1/1OOMI Cr+6 COD F COLT- Phenol: HARD-T Spe CN Ca Hard: F B 303 NO3 Br C1 NO2 Color Alk I'- PO 4 : Odor BCD -Inf: O-PO4 : Ti-i r b BOD-E f f : SO4 PH BOD-S : MBAS LI TSS-Inf: Si O2 Cond TSS-Eff: H2S NF13--T MLSS NH3-C TKN MLVSS VS Ca K TS Cr Se VS Co Ag TDS CU Na SS At..i TI % SOL. Fe Sn G & 0 Pb Ti Al Mg V Sb Mn Zn As Hg THM B Mo TOC Be Ni Cd pd Remarks: The restAt indicates the sample w"a­ of Satisfactory sanitary od L' pit-tality when the sample was collected. Ronald Bay.. - Laboratory -07 v 6 25 Laboratory Dir ctor Npw Ynrk.qtate Denartment of Health Aorroved 9;;U (2/85) 0 3.0. y' NEW YORK STATE DEPARTMENT.OF ENVIRONMENTAL CONSERVATION .:APPLICATION FORM "D'.',', for a State Pollutant Discharge Elimination 'Systern (SPDES). Permit (A SPDES Application When Signed by .a Permit Issuing Official Becomes a SPDES Permit) . PLEASE PRINT OR'FYPE APPLICATION TYPE IF RENEWAL OR MODIFICATION, GIVE PREVIOUS NUMBER ® New.' ❑ Renewal ' ❑ Modification NY— OWNER'S NAME (Corporate, Partnership, Individual)* TYPE OF OWNERSHIP.' WATCHTOWER .BIBLE AND TRACT SOCIETY OF NEW YORK; INC. ® Corporate Individual Partnership ❑ Public OWNER'S MAILING'ADDRESS (Street, City, State, Zip Code) R. D. 1' BoX. 300, Wallkill, 'NY 12589 REFER ALL CORRESPONDENCE TO: (Name, Title and Address) TELEPHONE'NUMBER Richard T.'Eldred, Supervisor, R. D. 1 Box 300, Wallkill; NY 12589 (914 )744 -2041 FACILITY NAME FACILITY LOCATION (Street or Road) CITY,TOWN OR VILLAGE Watchtower Farms - Patterson New 'York State Route 22 Town of Patterson COUNTY. GIVE EXPLICIT DIRECTIONS TO LOCATION Putnam'. 1.3 Miles South of Route 311 Int. w /Rt 22 NATURE OF BUSINESS OR FACILITY " POPULATION SERVED (See Instructions) Agricultural Farris [12 bedrooms•'(existing) FREQUENCY OF. DISCHARGE All Year ?'; ' `❑ Y' ❑' No If No, Specify. Number of Months I All Week? . UU Yes ❑ No If No, ,Specify Number of'Days ' DOES' YOUR;DISCHARGECONTAIN'OR'IS, IT`POSS EIfE FOR YOUR DISCHARGE TO CONTAIN ONE OR.MORE OF THE FOLLOWING SUBSTANCES ADDED AS A'REWLT.OF YOUR OPERATIONS, ACTIVITIES OR'PROCESSES& Please'check ❑Aluminum: ❑Ammonia 'DBeryllium '❑Cadmium ❑Chlorine . ❑Chromium ❑ C op per ❑Cyanide :Grease, ❑Lead •. ❑Mercury Nickel: Oil . ❑Phenols, ❑Selenium OZinc MN. of These. DISCHARGE ,DATA.(Use, additional .forms, if necessary) (See. Instructions).. Combine 3 existing' houses + 2 Apartments into .1 'Septic. Systerr OUTFALL' NO.', ❑` Rroposed ❑. Replacement TYPE OF WASTE, TYPE OF TREATMENT DESIGN FLOW .• 001 ElIxisting ❑,E ansion.. Sanitary_ Septic Tank /Leach Field',... .2400 Gal /Da SURFACE DISCHARGE ... If YES, Name of Receiving Waters Classification • Wateis'.Index Number' Yes .. ❑ No SUBSURFACE DISCHARGE If YES, Name of Nearest Surface, Water , '. Distance SOIL TYPE Depth of Water Table ® Yes'.. No:..': .Mountain Brook 350' Ft.. Isilty Loam .. T OUTFALL NO;'. Proposed.. ` Replacement TYPE OF WASTE. TYPE OF TREATMENT DESIGN FLOW. ❑ Existing ❑ Expansion . CaI/Da' SURFACE DISCHARGE If YES, Name of Receiving Waters Classification Waters Index Number ❑ Yes. 11 No' SUBSURFACE DISCHARGE If YES, Name of Nearest Surface Water Distance SOIL TYPE Depth of Water Table ❑ Yes El- No Ft. -7 OUTFACE NO... Proposed Replacement TYPE OF WASTE TYPE OF TREATMENT DESIGN FLOW ' ❑ Existing ❑ Expansion Gal /Da SURFACE DISCHARGE If YES, Name of Receiving Waters Classification Waters Index Number ❑ Yes ❑ No SUBSURFACE DISCHARGE If YES, Name of.Nearest Surface Water Distance SOIL TYPE Depth of Water Table ❑ Yes ❑ No Ft. I' hereby affirm under penalty of perjury that information provided on this form,and'any attached supplemental. forms is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section'210.45 of the Penal Law . APP L GN M1111111111111 �E' a Instructions). DATE///' PRINTED NAME TITLE SSigned Corpordte. Agent X __ l t�IC7 Lon . R. 'Schi.l l i ng Farris Manager PE IT. N .SECTION APPLICATION NUMBER (Department' ' nvironmen4al onservation Use.Only) . NY— 7 9.00 This SPDES permit is iss in compliance with itle B'of Article 17 of the Environmental EFFCTIVE DATE ATE EXPIRATION GATE Conservation Law of New ork.State and in comph nce with the provisions of the Federal Water 'Pollution Control Act, as a ded by the Feder Water Pollution Control Act Amendments of E,y / /�84 fj/Lr ✓fia. % /fNy� 1972, P.L. 92 -5 ctobe 8,' 125,1 etrle'03 (hereinafter referred to as "the ATTACHMENTS: ct', and ub' c e attach condi ' n . i r�&Vs...(.�%9c .s.. ?..' �. Signature of Per..' ssuing Official Date CARD Type Type SIC CODE p out Dls CARD Region County Major Sub Compact CARD Latitude Longitude CARD Lim In 1 Est 66 Chun 68 70 73 Falls 74 Class 76 Q 71 72 Basin 74 Basin 76 Area 78 6 53 58 59 64 7.. 57 1 C HOUSE 3 ,µ :� ��� �°l r: •`,-�.�� , �11� t .:��"`- �t i,�111 `1. �� V" titjt ;� HIGHWAY UNDUTAliNO lir 11. ,yy i w r 22 GROUND OONEIipi 0 HOUSE f y`'i i ,' j(ytiq t'i A Ott t DExK oamm Rte. 70 BE F GUEST E HOUSE OKING o+ AWA OF W= + •' t , fry , r� , i ON FRS 3 UPANT 1 k m RD= `, PARKING... - 4* w F HOUSE', :1 - o N FARM EQUIPMENT j Z / STORAGE o o BUILDING ui o a'{ 1 � � N a ARCHITECTURAL SITE PLAN. ~ a¢ 0 15' J0' 80' w i rt �A RANCH HOUSE 4�- RG 3/4' S LY W � _ NEW FI /4' N � _ I \ GARAGE �-- i RENCCH n I �= 1 MAIN I u �—Q\ HOUSE I �' P E M.H. -VI (DROP MA TENTER OUSE NEW I" 6" PVC C.O. M.H.# 4" PVC 9 4" VC.-..1 I SEPTIC TANK 3,000 GAL. 6" PVC � 1 ice / i Afro AREA 1 V 460 STING WEL \ ' GARAGE/ .I + -NEHL I"A SHED BARN ( HOSE BIB BREAKER fr✓-� 6" P _ _ 3 r/ j 0, / ij BARN �LATTON HOLE N2 DEEP HOLE 02 .