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HomeMy WebLinkAbout0935DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 25.40 -1 -46 BOX 10 1.%96 L gru -j ,1 j'6m , 16=', 16 �. i 00935 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health Collette and Mike Ostoni 39 Lawrence Drive Patterson, NY 12563 Dear Mr. Ostoni: DEPARTMENT OF HEALTH Geneva Road, Brewster, New York 10509 Re: September 7, 2007 ROBERT J. BONDI County Executive `ROBERT MORRIS, PE Director of Environmental Health Septic Repair Permit (R- 150 -07) For Ostoni at 39 Lawrence Drive (T) Patterson, T.M. # 25.40 -1 -46 This Department, in conjunction with the NYCDEP, has received and reviewed the submitted repair permit, engineer's report and plans for the above referenced project. The repair permit is hereby approved with the following conditions. 1. The owner must maintain an effective septic pump -out schedule until the subject repair is completed. 2_ The septic system. repair shall be fully constructed and completed in compliance with the _ approved permit and engineering plans. 3. The Health Department shall be notified when constructions starts on the system and also notified prior to backfill of the system. Should you have any questions concerning this matter, please feel free to contact this office. Respectfully. Michael J. Director of MJB:ens cc: Robert Hagopian, PE 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 y SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health Robert Hagopian, PE 682 East Chester Street Kingston, NY 12401 Dear Mr. Hagopian: DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 ROBERT J..BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health August 21, 2007 Re:. Proposed SSTS Repair for Ostuni- 39 Lawrence Drive (T) Patterson, TM # 25.40 -1 -46 This Department has received and reviewed the submitted application and plans for the above referenced project and the following comments are offered for your consideration. Please submit a soil data sheet with the percolation and deep hole information. .12. Identify the existing wells on the plan. 3. Provide the road name on the septic plan. This Department requires a minimum vertical separation distance of five (5) feet to ledge rock/impermeable layer and four (4) feet to groundwater from the bottom of an absorption trench. If the trenches are proposed as five (5) feet in depth and the deep test - -- -h le -.vas only eig� t a� o pl . co a• .ray- - _._. -.... -- .. lip (v� eetd.,<,Y, eu�e'r� vise "'the -de: i'-uc:Vrun" Upon completion of the above, this Department will continue its review. Kindly advise us if there are any questions. MJB:ens Respectfully, Michael J. Director of 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 I-IAGoPxANENGUqMERIWG GS2 EAST OEII ESTER ST. KINGSTON, NEW YOBS 12401 (S45) 331-5279, E-MAM RGIEIPIE@AOIL.COM July 30, 2007 Mr. Michael Budzynski, SPBE Putnam County Health Department I Genevia Road Brewester, New York 10509 Re: Proposed Sewage Disposal System for Ostuni Town of Patterson Dear Mr. Mike: As discussed, enclosed please find plans for the design of the sewage disposal system for the above project. Please note that a copy of the design requirements page of the document "Manual of Septic Tank Practice" which outlines the deep wide trench system is provided for your use. This outlines for a 36 inch wide trench that has 42 inches of stone below the pipe, only 45 percent of the standard trench is required. If you have any questions or concerns, please contact me. Sincerely, Robert G. Hagopian, P.E. Sheet 1 014 - PUTNAM COUNTY DEPARTMENT OF HEALTH - DIVISION OF ENVIRONMENTAL HEATLH SERVICES FIELD ACTIVITY REPORT NAM-E.- D��'UY1�� TPI: Al AT)T)RF. .R4e 32 TevZ-4- —Drs B - *eascovi 'A) � Street Town State . Zip PERSON IN CHARGE ()R_IDITFR VTFWF T). ]ZO �' J �c�.r➢ P"(5, Name and Title TYPE OF FACILITY: FINDINGS: :*® 4& Signature and Title REPORT RF(`FTVF.n BY: I acknowledge receipt of this report: SIGNATURE: 02/96 Title: PUTNAM COUNTY HEALTH DEPARTMENT DIVISION OF ENVIRONMENTAL HEALTH SERVICES PROPOSAL FOR SEWAGE DISPOSAL SYSTEM REPA N Internal Use Oniv . ❑ ❑ SITE LOCATION OWNER'S NAME MAILING ADDRESS Repair Permit issued in last 5 years Repair within Boyd's Comers, W. Branch or Croton Falls Res. Repair within 200 ft. of a watercourse or DEC - mapped wetland 3a L&W f-en ck-'— Dc. Z:Vv— ct S APPLICANT OW f12� Name & Relationship (i.e., owner, tenant, contractor) LJ Not in Watershed ❑ Delegated ❑ Joint Review TM .# � 101 000000 PHONE # IR14 i 1 a �,& 3 DATE to I (� (� ') FACILITY TYPE \ e�,tl�e /t'iGe PCHD COMPLAINT # PROPOSED INSTALLER � �' ���j.(� -% W C.eUN- V PHONE# piv'�Sip ADDRESS REGISTRATION /LICENSE # �. L0tP 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 trenches) NOTE: Repair must be in same location and of same type as original sewage disposal system. Different location and proposed pump systems will require submittal of proposal from licensed professional engineer or registered architect. ey of G �8,c w qufao) es J- 1, as owner, or reported agent of owner agree to the conditions stated on this form SIGNATURE QQ (cD , ,�,�� , TITLE DATE Proposal approved with the following conditions: 1. Procurement of any Town Permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name b. Site Street Name, Town and Tax Map number c. Location of installed components tied to two fixed points d. System description (e.g., 1250 gal. Concrete septic tank, etc.) e. Installers' name and phone number 3. System repair to be performed in accordance with the above proposal and conditions. roposal ApproveA Proposal Denied I G�: ,� Q, S�10 S Date COPIES: White (PCHD); Yellow (PtVBI); Pink (Installer), Orange (Applicant) PC -RP 99ML Rev. 8/05 U.S. DEPARTMENT OF HEALTH, EDUCATION, AND WELFARE Public Health Service l Health Services and Mental Health Administration 9 s i4F 1 ,r AI 9 s i4F 1 n 7. All other construction features of the disposal field are. the same as recommended on pages 10 to 14. } Deep Absorption Trenches and Seepage Beds In cases where the depth of filter material below the tile exceeds the standard six inch depth, credit may be given for the added absorption area provided in deeper trenches with a resultant decrease in length of trench. Such credit shall be given in accordance "with Table 3 which gives,;.ihe percentage of length of standard absorption trench (as com- puted ;from Table 1), based on six inch increments of increase in depth of filter material. I_ Table 3.— Percentage of length of standard 'bench' Depth of Trench Trench Trench Trench Trench Trench Gravel Below width width width width width width Pipe in Inches 12" 18" 24" 36° 48" 60" 12 ....................... 75 78 80 83 86 87 18 ....................... 60 64 66 71 75 78 .24 ....................... 50 54 57 62 66 70 30; .................. 43 47 50 55 .60 64 36 ....................... 37 41 44 50 54 58 42...' .................... 33 37 40-1 45 .50 54 4M A r� RE 1 The standard absorption trench is one in which. the filter material extends two inches above and six inches below the pipe. „'. 'For trenches or beds having' -width not shown in Table 3, the percent of length P of standard absorption trench may be .computed as follows: Percent of length standard trench o w + 2 X 100 �++1 +2d Where w - width of trench in feet -- - _ d = depth of gravel below pipe . in feet ' To use this table, consider the. example on page 12. Using a trench 2 feet wide with 6" of gravel under tile, 285 feet are required. If the depth of gravel is ' increased to 18", keeping trench width at 2'feet, only 66 %. of 285 feet is required, or 188 feet. If. 4 laterals are used the length would be 188 divided' by 4 = 47 feet. g Y . yi The space between lines for serial distribution on .sloping ground is 6 ,feet X <f : 3 . spaces = '18 feet, plus 4 lines .x 2 feet =.8 feet.. Total` land required is 26 feet ' in width X 47 feet in length = :1,222 square feet, plus addiiional area required to keep the field away from wells, property lines, etc. Seepage Pit ' ! Seepage pits; as with all soil absorption systems, should never be used I where there is a likelihood of contaminating underground waters, nor . where adequate seepage beds or trenches can be provided. When seep age pits -are to be used, the pit excavation should terminate 4 feet above the ground water table. In some States, seepage pits are. permitted as an alternative when 4M A r� RE e ur�tf � ' T �/ �er�un I i 3834 i 38.33 I I 3832 �, 3831 � 3830��F 8 3838 I 3837 I 3836 I 3835 r s 1 im S 7447 g sad f �"r`(Y�' { Gle.� �i J �I �.���` ,t axe 1 4 a _ ,— e 5? cNn vita V E "o N ;VICE L4 St N �;NE ^ FF•.1 ;E pt,/lE { cam, - R o' o Iv 3 NE FRNEp I I RF "FNCt I I I S O i ® .� I I EE I� 3853 l 3852 I 3851 1 3&5 38551 3855 I 3854 I 3859 3858 3857 { I Q) Ln I + I ! ai T. WALK I i � p W r. ,-. OE"K AC of Y t 1 rf r E STAR ( STORY r r l SINGS ME Two, ,WELLINU . agar. ���t I , ` ! rRA SING RAMS t@ �, F ' r ! I P9oF o { I y�r N 1� ;A�,K L T5 I ---N 74'47'70' W r I F 16 00" rr� ^ I < Q �1 rV li E E��t�s (50 R D W) S h.v 15t�i R , f x 38 30 I J8 3837 I 3836 . 3835' 383.4 '�x3 33 - 3832 3831 I 3838 ! - L a 1 ' x 4k EN`i S 7447`0' E No ¢. _ ` _ _ _ - \ . _ ♦ w E i DES - .: .:R. EENGE0 7 L4 5ON LINE 1 EFN „E ME • N ,.:' e �,E rRA I I HEM _ r YA LL 52 38 I 3851 38 I 5 384` I 3853 I 3859 3858. 3857 3856 8!T. WALK rl NA- :NE AGE OF ',ERA E Y . ;X vTR S ��R oRY i ST R { SINGRAME TWG SWELLING r i LINO FRAME GE UNaER) s r 0 j ? (GAR Lli _ I C Pzq�f Ln TAN N �✓. I / 3/T WALK cpR ✓�RidAMENiAL I ', ---N 744 7'7 0 W ` 160 00 all. 0 ETZ IVT TEST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES DEPTH HOLE NO. HOLE NO. HOLE NO. G.L. 0.5' toil '7-&/' Sof(- 1.0' 1.5' 2.0' 2.5' 3.0' 3.5' 4.0' CCU 4.5' ^� M t K 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 8.5' 9.0' 10.0' Indicate level at which groundwater is encountered AfbT- ovcu, -). rte,.,�D Indicate level at which mottling is observed NO MV -O n i .- G o esf-K VL-0 Indicate level to which water level rises after being encountered V w- ten Deep hole observations made by: Q.-xi ���� °'g�'�� �+°, Date Design Professional Name: Address: 6 8 L CAS-, CH-tsm", Signature: �L J Design Professional =s Seal 4 , I . . .�. . .. � . .� .. - . Sheet leet- ., -�( .� :'.. . ,. '., . � ..:. "YUTNAM, ;COUNTY " "EPART v 9�At T R DIVISION . 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Ymm bW bpMhmb.pY %et M1.wemaewq Ten Heb Dah �_a.rl_ aoJwJ ew e.v *Jr w mo_ r io__JUaYr_ __ amJ.r anm PERCOIATIGN TUT DATX y Dtl 6V! Hab&plh Rml Wm] Hw3 Fbd..b i.W- Q O\ Paa"Gel ®3P 2mi, 3mm. 3.m, 3mm. C \ \\ Pas b9M ®w ]sm: 3mm. 3mm 3 A. O \ Ostuni 39 Lawrence Dr. Patterson N.Y. 12563 \ \\ AS BUILT PLAN FOR SEWAGE DISPOSAL SYSTEM ONLY TIDE PLAN DOES NOT MEET CURRENT \ STANDARDS. SYSTEM NOT GUARANTEED. REPLACEMENT DESIGN OF FAILED SYSTEM ONLY. \ HAGoip,iiAN ENC4gN&'.MUNG 682 F 9T C31F818s 9P. SnrOa3vre NY. 19401 PHOPOHED PHtW]IVYIr PI1+DH�Y$ ®' TOWN OF Ps7TEFAOrl 10/11/07 Nqg HVILT 6HPr1CPUN BIOFla PiAN ENGU EEG RO$Eicir G. 113A(;OPIAPI, P.E. OS2 EAST CHEsTEB ST. KMCxSTON. NEW YORK 12401 (S45) 331 -5279, E -MAIL SGHPE ®AOLCOM October 11, 2007 Mr. Gene Reed, Putnam County Health Department 1 Geneva Road Brewster, New York 10509 Re: Sewage disposal system repair for Ostuni Town of Patterson Dear Mr. Reed: On October 3, 20072 I conducted a construction inspection of the above referenced sewage disposal system. This inspection revealed the following: The trenches need to be properly backfilled; topsoil must be placed over the system and the soil must be mulched and seeded. Based on my inspection, and the above items completed, the construction _._. __of the system _appeared to be in general. ctonfc� and with _plane approved by the Putnam County Health Department for the replacement system in the same location of the failed system. Furthermore, I required that the appropriate maintenance be routinely conducted on the system since it does not meet standards and cannot be guaranteed to function as a completely new system. If you have any questions or concerns, please contact me. Exi cover mil' compacted cnLshed stone \ i i �1 f I ig well r. STONE 1w N LX' ROW ;1 •. _�ar _ 0 £NO CENTERLINE 0 OF srome ROW I I Sy ON UNE I HEDGE ROW //I I I % Ei+o FEivaE O? NOPTNERLY I I HEDGE ROW I I{ '� I I HEDCE RO i / I p w/ FENCE 1. I t �_ I Iz fi S� 1RQN PIPE FACE OF STONE WALC�.:� FENCE - .. W .. FOUND GENERALLY ON UNE , ar ! I } �; a e , i .,, / ,� J ON UNEI I �x IYDgD DECK ? x WOOD FRAME j I CONCRETE I 4 WAIK I I SINGLE STORY b OVERHEAD FRAME WR aaE DOWELLING GARAGE 1�11� xvo0 FOUNDA ON ODECK UNDER � Row \\ ROw I � I CONSTRUCTION I I i POST & RAIL FENCE "' ! ! 1 POST & RAIL , FENCE j 1 °I � / r FENCE — ( O!J LINE A j N qy' pO FENCE DJ' EASTERLY ; C y' p r6-p • ! IRON PIPE FOUND S 22J' TO TRW LGOLOSANDCAGENCY CER77F1ED RONALD (RGP 3131)C SURVEY 01 } } HEDGE ROW FILED MAP REFERENCE. SIXTH MAP OF PUTNAM LAKE, ETC... " } NEAR EDGE of MAGAOAM PA KMENT PREPA RECORDED MARCH 20, 1931 AS MAP #149E. r r ci u '1 FIELDWORK COMPLETED: SEPTEMBER 30, 1991. L 1 V SUBJECT LOTS. 3851 THRU 3858, INCLUSIVE. ; MAP PREPARED :. OCTOBER 4 1991 SIT n F.. PA TTERSON 1, t t { 5 LG )r:. ;/e,wpe . r ; 5 ' , t _.. t a ! f 4 1 .. v y � I , 3 3; 41. 4 el -. Aor y , j t i Joseph & Eileen D'Imperio Lawrence Drive Patterson, NY 12563 Dear Mr. & Mrs. D'Imperio: ...-- ----- -- - - -- JOHN KARELL -Jr.. P.E.. M.S._ .. Public Health Director DEPARTMENT OF HEALTH Division Of Environmental Health Services 4 Geneva Road, Brewster, New York 10509 (914) 278 -6130 May 9, 1994 �-v?-y _ Re: Proposed addition D'Imperio Lawrence Drive - Putnam Lake I have received and reviewed the plans for the proposed addition to the above mentioned residence. The plans indicate that the three existing bedrooms will be relocated over the new 30' x 30' garage. The existing residence will be renovated to living area only. The survey indicates that sufficient area exists to expand or repair the sewage disposal system, should it become necessary in the future. Therefore, based on the information submitted, the above mentioned addition is APPROVED with the following conditions: 1. The total number of bedrooms must remain at three without prior approval by this Department. 2. The area of the existing sewage disposal system, and its expansion area, must be __.-- _----- ._----- ._._.._.__ 3. All plumbing fixtures must be replaced or updated with water saving devices, i.e., low flush toilets, restrictors for shower heads and faucets, etc. Approval is granted for sewage disposal only. Any other permits or variances required are the responsibility of the applicant and the jurisdiction of the Town of If you have any questions, please contact me at your convenience. Very truly yours, t. William H6dges Sr. Public Health Sanitarian WH/jp cc: BI (T) Patterson _ , , , S yr , f t � , i Cz _... .. �T 5 S f s t i � a i i 1 � i f ...... , f i Cz _... .. �T