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DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 74.17 -1 -34 BOX 29 03701 I r 1 J � 'r 1 jr , I I Z J +L 16. 03701 05/05/2006 15:57 12127414B56 (306SQD 4M# 4W 1) 2,D 1 -7 11 -7 COMP01"T_ TANCS TO POW. 01 FEET "A' .13. c. Ir 4L-L yr.8. 113'4r 1290 dAL COW.$rzP= TANK CLEANOUT N06 1 35'4" jer CLeANOUT NO. 2 Sr4l' AMTIO� Box No. 1 GF4" W4. 2 gr-r W4. 07*-V 6514" ftl-v sr4" gr4. 6M OF ABSORPTION TRENCH, PT NO. b Me, d 0014" 3m. 72--g- W4. W-W sr4. 11114" sr4l sr-r 3r-V GW41" PAGE 01 o pumf fggj,�- b-pstil '2-1 /112;; (trim 2. 1. THIS IS TO CERIFY TMT THIF SSOS WAS CAMTRUCTED AS SHOWN ON THIS PLAN AND THATIM SY "Y' WAS 90PECTED BY ME, J009PH C. SARRAO&I.O. P.M. PRIOR TO BEWa 13ACKRLLEM Tft 8306 W40 INSTALIXI) IN ACCOROANCII ALL aTANOAW RU03 AIM RINIULATIONS OF TtE PuTxkm emmy T" DEPARIMW ANO THE NEW YORK STATa DEPAMWW OF HEALTH. 2. SURVEY SHOWN WA610ACPAMBY 2URVF %P.C. DATVE�DECEMBM4; lft?AND - YIN PARTRIDGE LANF, PUTNAM VALLEY; NY CF PUTNAM ACRES, SECTION B - LOT 47 T.M. 7407. BLOCK 1, LOT 47 SSDS AS-BUILT CERTIFICATION PREMED 9Y JC8 PLANNINGO DESIGN & DEVELOPMENT 102 WARREN ST, SOMERS NY 10960 JULY 30, Igoe JOEI. NO. 97-14 raw" t;ouncy Imparumm ex nbk vt - jivialan Of !�lmpptla Eftlal &bl k0proved as A licable'Ralis and RagdoLtIons at the: co A. + too] 161-117, PA m E I . i SYSTEM COMPONENT DISTANCE TO POINT IN I C 'A' 'B' 65 jr we" 72'-4- 2 122 lib �4LTICV4 �L 1260 GAL CONCX"TIC TANK i. CLEANOW NO. 1 35'4" 14'-G' CLEANOUT NO. 2 3T'4" 1614, .qjNr-=N BOX NO. ?3,-• 3 6616" 4 N..Q. 6 END OF ABSORPTION TRENCH, PT NO- a 102l-cr 941-0* b 62-•0- d w-d- f 3rr TV4- h 32'-0' 61'4r 324" 68=0' J 3V.6' 80-•- 1. THS 13 TO CERWY THAT THE 8808 WAS N ON tMQ3EPLAN AND THAT THE 91YSMM WAS RISPECTED BY ME, JOSEPH C. GARSAGALLO, P.E� PrdoR To a-jw mcicnAaa. THE esm wAs NSTALLEDIN ACCORDAINCE ALL STANDARD RULES AND REGULATU)NS OF Tk' , q PUMM COUNTY HEALTH DEPARTMENT AND THE NEW YOU STATE DEPARTMENT OF HEALTK 2. SURVEY SHOWN WAS PREMED BY BAXTER LAND SWWEYM P n DATED DECELISER 4.1199T AND UPDATED ON ALY 8.1888. PANKIN BUILDERS. INC. IB I C R MP ilk fle2. 65 2 122 lib �4LTICV4 �L 7i"2- h4 1. THS 13 TO CERWY THAT THE 8808 WAS N ON tMQ3EPLAN AND THAT THE 91YSMM WAS RISPECTED BY ME, JOSEPH C. GARSAGALLO, P.E� PrdoR To a-jw mcicnAaa. THE esm wAs NSTALLEDIN ACCORDAINCE ALL STANDARD RULES AND REGULATU)NS OF Tk' , q PUMM COUNTY HEALTH DEPARTMENT AND THE NEW YOU STATE DEPARTMENT OF HEALTK 2. SURVEY SHOWN WAS PREMED BY BAXTER LAND SWWEYM P n DATED DECELISER 4.1199T AND UPDATED ON ALY 8.1888. PANKIN BUILDERS. INC. 03 /n5 /'L100b 1b:5/ 12127414856 o a o ` 0065WD PAGE 02 cv RS Mou 11 OF L. ?'kip o 5/ a 4- K .. We �f --f4"AC SAME "OUSE oNi 40 rrrb -z I I � 1 � o i L •ti o T AO 1N3W12�dd30 Jl1Nf1m WdNind :3WUN T2U-- B12 -Sb8 :-131 L 3 : AT �lHl soo2- S2-9nu (i lw 9 /0't %''� Tat Bill'Hedges Fax M _(845) 278-7921 Putnam County Department of Health Sender. Joe Barbagallo, P.E. Date: August 25, 2005 Ho. of pages (including cover sheet) 1 Manny Hernandez - Padridge Lane, Hard copy to follow in mail: Yes X No _ Project M, Mahopac, NY Based on our discussions in the field earlier this morning, your previous observations of the pump operation, and our additional observations this morning, it appears that additional investigation and system modifications are appropriate at this time. Investigations: I _ Determine whether or not the existing piping has not been affected, and remains level or slightly pitched to the end of the trench'. This investigation is focused on addressing Mr. Hernandeis assertion that when snaked only 12 to.14 feet of pipe exists on either side of the junction boxes. This effort should include snaking; to the stop point, excavating down and determining why the snake does not proceed to the end of the trench, and adjustingrir pairing the slope on the.pipe from the box to the end of the trench as appropriate to meet spec. 2. Determine why one of the boxes does not have a pipe /trench as shown on the plan. If the field is there but not hooked up to the box,'hook 4 up, if the field is not there, install it. 3. Locate the abandoned trench (formerly the first field) and hook it up to the D -Box. System AVodificat�rsltldjustne~nt Pdtile's-Th&dose on -the pump - should ,be =lidjust6d-ta °be•75%-'Ofthe •installed- pipe-volumej <pq gallons for every 10 linear feet of septic trench. This should be calculated based on the final installed footage of trenches. The drop in the water level in the tank that corresponds to the required dose should be determined based on the dimensions of the pump chamber. (remember 7.48 gallons = 1 cubic foot) 2. Pump Lines — A throttling valve should. be added downstream of the pump so that head cam be introduced into the system. The system should be throttled so that the pump is opera ing near optimum efficiency point on the pump curve. This modifications is suggested to address the assertion by Mr_ Hernandez that he has burned up multiple pumps. In addition, a weep bole should be added to allow water to drain from the pump line to pump chamber. 3. Distribution Box — The D -Box piping should be modified to provide for equal feed to all junction boxes, 4. New Fields — Although the investigations and modifications identified above may result in proper system function, it appears prudent, while equipment is on -site, to supplement the system. We discussed the installation of two stew junction boxes and absorption trenches in the reserve area. The length of the trenches should be the maximum that could be installed while maintaining; required setbacks (approx 75 ft per box). These junction boxes should also be equally fed from the D -Box. 10/10 30Vd LOTOBVVPT6 ZC:OT 500Z /5Z /80 e \ t 0,4 25.61' 50 FT. 4-15 40" E. 1 S o 96 °5s36 UN 187. oil �\\ �L = 50.79 „' E O0 23-28'00 Oil -.A LOT 4 -� ;; guy cable Area = 50, 1 9 Sq. Ft. ► + wirSO .. v ( 1.15 Acres p Mel '� °'rryiepO Q i r� �+ ►/r O. A t 922 '; r0 ~ i, 89.2" R = 400.00' � a 3 W G = 16 033'46" L = 115.63' V'; 9h omr a �i l r,� ►�� and driveway 1. Q L O S 33002'10 " n,. ! rodic 256.56' � LOT 48 r°_ �jr�: ✓d /�= ,moo /� r�ic-,f /� � _ Q F � /�" E� f' a r e Dscf �oA ' 25 61 VED 50 Ir15 —S 30.0 RO ;I UIVIMP E \,\ _ 96 °59 36 ionf 187'.p1 5 Oi ' 0.70 � \ 23 °28 DO s Vi LOT 4_ guy cable , ` Area = 50 1 9 S Ft. ��+ N vo ` q w A cres p fir �< r 89.2" � dY � � � rt rfl N i p = 400.00' z n M _ = 16033'46' = 115.63' o' c O ugh Obf N �✓ grove/ H drivewroy I Q t _ L — O J g ; S 33002'10 " H)' ! rocrc ; 256.56, LOT 48 ,q i C . t. 1 ' 6f ,i , ;r A SYSTEM COMPONENT DISTANCE TO POINT, W FEET 'A' I "B" -C• "D- WELL 72' -0" SSDS AS -BUILT CERTIFICATION 2 JCB PLANNING, DESIGN 8, DEVELOPMENT 1260 GAL CONC.SEPTIC TANK 122, 118 JULY 30, 1998 %Zte4 Io11111 J LLO, P.E. CLEANOUT NO. 1 36' -0• 14' -0" Ian 35 CLEANOUT NO.2 37'8" 18' -0" JUNCTION BOX NO. 9 86'a" 73' -0" 2 66 }6' 6818" 3 67' -0• 6618" 4 99' -01 82'8- . 8 71' 4' 601.0* END OF ABSORPTION TRENCH, PT NO. a 102' -0" 94' -0" 6 104' -0" 92' -0" d 108' -0" 80' -0" e 111' -0• eo' -0- f 37'-0" 72' 4' 9 34'-G' 66' 1" .1 32' -0' 61' -0• 1 32' 4" 68'8" I 33'.0" 1 50' -0" ,. ,—w,v- tir , I--- -� IN I PU AS MOWN ON THIS PLAN AND THAT THE SYSTEM. WAS INSPECTED BY ME, JOSEPH C. BARBAGALLO, P.E., PRIOR TO BEING BACKFILLED. THE SSDS WAS INSTALLED IN ACCORDANCE ALL STANDARD RULES AND REGULATIONS OF THE PUTNAM COUNTY HEALTH DEPARTMENT AND THE NEW YORK STATE DEPARTMENT OF HEALTH. • - 2. SURVEY SHOWN WAS PREPARED BY BAXTER LAND SURVEYING, P.C. DATED DECEMBER 4, 1897 AND ` UPDATED ON JULY 3, 1998. PANKIN BUILDERS, INC. B C Pt�P -CF-lk 4912. eq T.M. 74.17, BLOCK 1, LOT 47 I o SSDS AS -BUILT CERTIFICATION 2 JCB PLANNING, DESIGN 8, DEVELOPMENT 122, 118 JULY 30, 1998 %Zte4 Io11111 J LLO, P.E. JOB. NO. 97-14 -7 5L�2 Ian 35 41, ,. ,—w,v- tir , I--- -� IN I PU AS MOWN ON THIS PLAN AND THAT THE SYSTEM. WAS INSPECTED BY ME, JOSEPH C. BARBAGALLO, P.E., PRIOR TO BEING BACKFILLED. THE SSDS WAS INSTALLED IN ACCORDANCE ALL STANDARD RULES AND REGULATIONS OF THE PUTNAM COUNTY HEALTH DEPARTMENT AND THE NEW YORK STATE DEPARTMENT OF HEALTH. • - 2. SURVEY SHOWN WAS PREPARED BY BAXTER LAND SURVEYING, P.C. DATED DECEMBER 4, 1897 AND ` UPDATED ON JULY 3, 1998. PANKIN BUILDERS, INC. PARTRIDGE LANE, PUTNAM VALLEY, NY OF NE* PUTNAM ACRES, SECTION B - LOT 47 *c• * '' T.M. 74.17, BLOCK 1, LOT 47 I o SSDS AS -BUILT CERTIFICATION PREPARED BY JCB PLANNING, DESIGN 8, DEVELOPMENT 102 WARREN ST, SOMERS NY 10689 SS1�P JULY 30, 1998 %Zte4 Io11111 J LLO, P.E. JOB. NO. 97-14 0C. 70859 Putnam County Department of Health Diviejon of Environiental Health Services LT Approved as noted for conformance with applicable Rules and Regulations of the Put s ealth Department. Sisn_ s - es asst A W14 to 4 e Lode f .. __....: PN ORw, -TION YOR�CG? i =.? \i FORM •_ Co�c?ain�aat: NAME: e h /yl�'7 d z� z �ZiO Anion mc;;us Camp1cirt��; P,TION ':UST BE CO:-: ?LETS MAY - _26-99 09:36 FROM: ID: PAGE 1/5 J ' I 70 Grand Avenue Pw & PeW Abramson River Edge, N) 07661 -1934 A Professional Corporation (201) 343 -3434 Attul3 en 4 C.Qynselors_ae Law ..,. ax (2 1) 3 - - - _ _ 4 To: Bill Hedges C®aatpanr. Putnam County Health Department Frets Roger S. Markowitz ; a �r, °�✓� �' � 1185 Avenue of the Americas New York, NY 10036 (212)382.0909 Fax(2I2)382 -3456 235 Pine Street Thirteenth Floor San Francisco, CA 94104 (415) 837 -1968 FAX(415)989 -3561 Data, May 28,1999 /7 y Fax Si 914 -278 -7921 Z 1 15 Z K- Phow 914- 278 -6130 f �� pages; 5, including Cover d &G t� .!� 4 / — o�r e7 -- 4� e Dear Mr. Hedges: As we discussed, attached please find a copy of Keane Coppelman's preliminary report which we received yesterday. ._. . Marry thanks: Roger Markowitz 2 ' S` nOte: IF YOU DO NOT RECEIVE ALL THE PAGES OR IF THERE IS A PROBLEM Wirth THB TRANSMiSSM'j ??LEASE CALL 201 - 343-3434 N MEDIATELY AND ASK TO SPEAK TO THE FAX OPERATOR. OUR FAX NUMBER IS 201- 343 -6306. i fn 71HE INFORMATION CONTAINED IN THIS FAX MESSAGE IS D TIMED ONLY FOR THE PPRSONAL AND 0ONM9?gLnL UST+ OF THE :u.4.: DESIGNATED RECIPIENTS NAMED A80VE. THE MESSAGE MAY BE AN ATTORNEY - CLIENT COMMUNICATION, AND,— SUCH LS PRIVILEGED AND CONFwamr1AL. IF THE READER OF THIS MESSAGE IS NOT THE INTENDED RECIPIENT OR AN AGENT RESPONSMU FOR DELIVERING IT TO THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT YOU HAVE RECEVED THLS DOCUMENT IN ERROR, AND THAT ANY REVIEW, DISSEMINATION, DISI RIBUTION, OR COPYING OF THIS MESSAGE IS STRICTLY PROH18 TED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOrTWY US IMMEDIATELY BY TELEPHONE. AND RETURN THE ORIGLNAL MASSAGE TO us BY MALL. THANK YOU. CORRESPONDING INTERNATIONAL OFFICES Beijing o Tokyo a Hong Kong o Singapore m Jerusalem ® Zurich ® London JUL -02 -99 1S =S2 FROM: r� Neckar & ,Abramson A Professional Corporation Attorneys & Counselors at Law FAX To: Mr. Bill Hedges CompaTri Putnam County Health Department From: Roger S. Markowitz, Esq. Dater July 2,1999 , Fax 0: 914 - 278-7921 Phone go 914 -278 -6130 Pages: e;t , including oover s cemmsats: ID: PACE 1/2 70 Grand Avenue River Edge, NJ 07661 -1934 (201) 343 -3434 Fax(201)343 -6306 1186. Avenue of the Americas:....._... _ ......._ _ .. _ �. ,.... New York, NY 10036 (212) 382 -0909 Fax(212)382 -3456 601 Montgomery Street Suite 325 San Francisco, CA 94111 (415) 837 -1968 Fax(415)837 -1320 note: IF YOU DO NOT RECEIVE AIL TTY PAGES OR LF TL M IS A MOBUM wII nM 7RMiSMMSION. PLEASE CAM201- 343 -3434 >Ha4mlAT my AND ASK TO sPFAKTO THE PAX OPERATOR. OUR PAX NUMBER LS 201. 343.6306. THE PawwTLON CON7Amw IN 'fills FAX MESSAGE IS wrENDED ONLY FOR THE PERSONAL AND CONFoemAL USE OF THE DESIGNATED RBcrmNIs NAMED ABOVE. THE MESSAGE MAY Be AN ATP0RNBY- C11I+1+rC QOMMl7NICAnoN. AND As SUCH IS PRIVILEGED AND CONnDE mAL IpmiB READER OF 7HIS MESSAGE Is NOT THE INC mED RECwmNT OR AN Aowr RESPOINsm E FOR DEUVBMG rr TO THE INTENDED REC1PlENT, YOU ARE HEREBY NOTI1W THAT YOU HAVE R11M E D THIS DOCUMWr IN ERROR, AND 'CHAT ANY REVIEW, DTSSEMINAMN, DMIBUTION, OR COPYING OF THE MESSAGE IS sTR1C-ILY PROMBnm IF YOU HAva RECBNED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IIvW DIATELY BY TELEPHONE AND RETURN THE ORIGINAL MESSAGE TO US BY MAIL THANK YOU. • Page 2 CORRESPONDING INTERNATIONAL OFFICES Beijing ,Tokyo ■ Hong Kong ■ Singapore a Jerusalem a Zurich a London JUL - 02 -99 15 :S3 FROM: Abramson A professional Corporation Attorneys & CounseIors at Law ID: PAGE 2/2 70 Grand Avenue River Edge. N) 07661 -1934 (201) 343 -3434 Fax(201)343 -6306 - - 1185 Aver►e�e:o .e, g:ricas, New York, NY 10036 (212) 382 -0909 Fax (212) 382 -3456 VIA FACSIMILE 914 - 628 -5450 July 2, 1999 Robert E. Miller, Esq. One Mahopac Plaza Mahopac, New York 10541 RE: Pankin Builders, Inc,, et al- -to- Hernandez 20 Partridge 1Laue, fttnarn Valley, New York Dear Mr. Miller: 601 Montgomery Street Suite 329 San Francisco, CA 94111 . (415) 837 -1968 Fax(415)837 -1320 Notwithstanding the June 24, 1999 letter to your clients from the Pumam County Department of Health (a copy of which is attached), your clients still have not completed the remedial work and repairs they agreed to perform to the septic system, which still is not operating properly. Moreover, Mr. Hernandez advises that your clients failed to engage in any repair work this past week. It is apparent that your clients do not consider themselves to be answerable to buyers of homes they have built or to the County Health Department for their defective workmanship and the health and safety hazards they have created. The Hernandez family will continue to hold Pankin Builders, its principals and related entities fully accountable for all costs, claims, damages and expenses resulting from the inoperable septic system installed on their premises. :..You have-not afforde3:me the courteg.of a m0y. to_any of: nay recent,letters..and.despite r anwous requests,youu...:.._.:._.._:: have not provided me with a copy of the plans used for the installation of the curtain drain. In spite of your lack of courtesy, I remain available to discuss a resolution of the serious issues which remain outstanding. V truly yours. R G S. MARKOWITZ cc: Mr. Bill Hedges (via fax) Mr. Dan Coppelman (via fax) Mr. Manny Hernandez CORRESPONDING INTERNATIONAL OFFICES Beijing o Tokyo o Hong Kongo Singapore ®lerusalem o Zurich m London JUN -25 -99 13 ;S4 FROM: recKar & Abramson A Professional Corporation Attorneys & Counselors at taw VIA FACSINCELE 914-628 -5450 June 25, 1999 ID= PAGE 2/2 70 Grand Avenue River Edge, NJ 07661 -1934 (201) 343 -3434 Fax(201)343 -6306 1,185 Avenue of the Americas ., _ (212) 382 4)909 Fax(212)382 -3456 Robert E. Miller, Esq. One Mahopac Plaza Mahopac, New York 10541 RE: Palnkin Builders, Inc., et al. -to- Hernandez. 20 Partridge Lane, Putnam, Valley, New 'Y'ork Dear Mr. Miller: 601 Montgomery Street Suite 325 San Francisco, CA 94111. (415) 837 -1968 Fax(415)837 -1320 Mr. Hernandez has advised that, to date, your clients still have not completed the remedial work and the repairs to the septic system. Moreover, your clients are continuing to perform work on a sporadic, piecemeal basis which is unnecessarily prolonging the potentially serious health and safety hazards created by the failed septic system The Hernandez' will hold Pankin Builders, its principals and related entities fully accountable for all costs, claims, damages and expenses resulting from the inoperable septic system installed on their premises. In addition, despite our repeated requests, you have still not forwarded to me a copy of the plans used for ........._ _. - -- . -.jhp.installation of e curtain drain. .::. :._ -: 7. - I await the courtesy of a reply. V truly yours, G S. OVUM cc: Mr. Bill Hedges (via fax) Mr. Dan Coppelman (via fax) Mr. Manny Hernandez 44442.01106251999 CORRESPONDING INTERNATIONAL. OFFICES Beijing • Tokyo • Hone Kone • Sinsanora • lanmlam . 711rieh 0 f .,., 4-- JUM-25 -99 13 =54 FROM= Peckar & Abramson A Professional Corporation Attorneys & Counselors at Law ID= PAGE 1/2 70 Grand Avenue River Edge, N) 07661 -1934 (201) 343 -3434 Fax (201) 343 -6306 .1185 Avenue: of he AmeAcas.. New York. NY 10036 (212) 382 -0909 Fax (212) 382 -3456 601 Montgomery Street Suite 325 San Francisco, CA 94111 (415) 837 -1968 Fax(415)837 -1320 4' ®o Mr. Bill Hedges Company: Putnam County Health Department Fmm:; Roger S. Markowitz, Esq. Da June 25,1999 Fax 4: 914-278-7921 phWe ffi. 914 - 278-6130 Ps.- c>9, , including comer ®CO note: T YOU DO NOT RECEIVE AU. THE PAGES OR WINERE E A PROBLEM Wrlti UM TRANSMISSIDN. PLEASB CALL201- 343 -3434 P&4RpiATELY AND AsK TO SPEAK -m im FAX omRAToR. OUR FAX NUMBER I5 201.343- 6306. Tm moRMATION ODNTAINm IN THIS FAX MESSAGE IS V4119N DEP ONLY FOR 7HE PERSONAL AND CONFIDEMIAL USE OF THE DESIGNATED RBCmDm NAMED ABOvE. Tm MESSAGE MAY BEAN ATPORNEY•C11ENT COMMUNICATION, AND AS SUCH IS PRN IEGED AND CONPIDENTIAL• IF TI18 REAM OF7HIS MESSAGE IS NOTTHE MINDED RECIP1QNC OR AN AGENT RESPONSIBLE FOR DEUVBRM IT I'D ITIE INTENDED RECIPMNr, YOU ARE HEREBY NOTUgED THAT YOU HAVE RECEIVED THIS DOCUMENT IN ERROR, AND TmAT ANY REVIEW DLSSM41NA710N. DISTRIBUMN, OR COPYING OF TkW MESSAGE 5 STRICTLY PROKWAD. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOM US IMMEDIATELY BY 7W..PHONE AND RETURN UM ORIGINAL MESSAGE TO US BY MAIL THANK YOU. o Page 2 CORRESPONDING INTERNATIONAL OFFICES Beiiine o Tnhvn ® Nnno vnno o einnftnn.e - ta.—t.....- - �••. _t - , _ - j -- Type C')= F o Yes Coar'lainta-at: F Am a,, STR ET: TOWN: HOKE: (No A.-ionyc"icus Con.c. D-;:ections: Taker. by: Referree to: Date: "rkLL INFORMAT10% H. N MUST BE CO,'- PLETE Eric WOW Four Marina Drive #2 . ..... .. .... - -i Mah p o ac, New Yoric 10541; .. . (914) 628 -1562 Fax: (914) 628 -2027 May 26, 1999 Mr. Frank Quigley 25 Fassitt Drive Mahopac, NY 10541 Dear Mr. Quigley, It has been brought to my attention that there rernain open holes in your rear yard. These holes were dug by you, or your contractor of choice, to expose various areas of the septic system for inspection. As you are well aware, the required repairs have been completed as they pertain to those open inspection holes. As a result, those holes should be immediately filled in. You are creating a safety hazard and a potential liability issue for yourself by leaving those inspection holes open. Please be advised that you, alone, are-responsible for your property and should act accordingly to insure the safety of your family and the workmen that will be there repairing the curtain drain. If you have any further questions you may correspond with my office, in writing, at the address listed above.> �Respectfully Yours, 'Eric Goldfine Y ti s„ 7� ti ^- -�—_ -... cc ¢ Putnam' Countty�Board,of�,Health���`•f� 6 0 DEPARTMENT OF HEALTH Division o Environmental Health . Services 4 Geneva Road h Brewster, New York 10509 Tel. (914) 278 - 6130 Fax (914) 278 - 7921 HAND DELIVERED -BRUCE' W. — FOLEY - Public Health Director I acknowledge receipt of the hand delivered NOTICE TO dated 3 N 2• `� . / qq 9 from the Putnam County Health Department DATE Z ( SIGNATURE: TITLE WITNESS: DATE Z SIGNATURE TITLE FH -10 -97 M r- rar 0, 0+1 eV- o-/. .. i" BRUCE R.-. FOLEY.. :..........:. Public Health Director LORETTA . Associate Public Health Director Director of Patient Services DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York 10509 Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Fax (914) 278 - 6648 WIC (914) 278 - 6678 Fax (914) 278 - 6085 June 24, 1999 Pankin Builders 79 Steiner Drive Mahopac NY 10541 Re: Repair of SSTS: PV -22 -97 20 Partridge Lane �r (T) PV, TM# 74.17 -1 -47 Dear Sirs: An inspection of the work completed to date was conducted by this Department on June 23, 1999. The following was observed: 1) The construction of the curtain drain has been mostly completed. The outlet at the road should be cleared and extended. An the area of the absorption fields has improved to a point where the area appears to be acceptable. 2)-.. _-:.Many_ of the large. zocks °were buried or removed; however-.several large. rocks in. the - northwest corner still remain. 3) The first junction box and fields have been eliminated and replaced in the lower part of the primary system. 4) The outlet pipe from the septic tank was exposed for observation to establish if sufficient pitch to the absorption area exists. The elevation were shot on June 23, 1999 and the following was determined: a) the first set of absorption field and junction box are approximately 60 feet from the outlet of the septic tank. The junction box was found to be 3/4 of an inch higher than the outlet of the septic tank. A minimum of 6" drop is required. [1 /8" /ft]. b) The invert of the second box was found to be 1 " lower than the outlet of the septic tank. c) The third box was found to be approximately 2" lower than the outlet of the septic tank again, a minimum of 6" is required. 5) Approximately three loads of top soil have been deliver but not spread. The area must receive a minimum of 4" of top soil as shown on the original plans.. It appears that additional top soil will be required [approximately four more loads of equal size]. p.%/. ......y. Letter to: Pankin Builders - June 24, 1999 -2- 6) As discuss, drainage at the driveway, both near the garage and at the road must be corrected. There is also damage at the upper portion of the driveway from the previously failing septic system. 7) The wood chips, use to contain the previous sewage over flow should be removed. The two dead trees in front yard have not been removed, as previously discussed.. Based on these observation the following is required: 1) The elevation between the septic tank and'absorption area must be addressed. It is recommended that a pump chamber, pump,. high level alarm, and one days storage be installed.to correct the situation. The dose should be adjusted so as not to exceed 100. gallons per cycle and must discharge into a baffled distribution box with an inside dimension of at least three (3) square feet. The pump must be designed by a P.E. and submitted to this Department review and approval. 2) The large rocks in the northwest corner must be removed. 3) The additional top soil must be delivered, spread raked and seeded. 4) The two dead trees in the front must be removed. 5) The outlet pipe from the septic tank must be properly repaired. The above - mentioned items must be completed within 10 days of receipt of this letter approximately July 8, 1999. Should you have. any questions, please.contact me at. 914 278 -6130 ext.-.2168. Very truly yours William Hedges Senior Public Health Sanitarian WH:tn cc: Hermonez. Barbagallo, P.E. JU4 -23 -99 24-43 FROM: Pei Abramson A Professional Corporation Attorneys & Counselors at Law ID: PACE 2/2 70 Grand Avenue Diver Edge. N) 076 61 -1934 (201) 343 -3434 Fax(201)343 -6306 the Americas... _ -•.. . New Y6ii NY Iow6 (212) 382 -0909 Fax (212) 382 -3456 VIA FACSIMILE 914 -628 -5450 July 23, 1999 Robert E. Miller, Esq. One Mahopac Plaza Mahopac, New York 10541 RE: IPani in Builders, Inc., et al. -to- flernsmdez 20 )Partridge Lane, Putnam Valley, New York Dear Mr. Miller: 601 Montgomery Street Suite 325 San Francisco, CA 94111 (415)837 -1968 F" (415) 857 -1320 Mr. Hernandez advises me that your clients have still not completed the remedial work and repairs which they agreed to perform on the defective septic system which they installed. Without limitation, your clients have failed to: -= perly install the first distribution box of the septic system. Water once again is oozing out of the -�" ground and ponding on the ground's surface; -Eroperiy install the septic tank hi' level alarm system. The alarm sounds at all hours without reason; .'- 3. Properly cap and cover one of the curtain drain pipes which protrudes from the ground; and Properly cover, grate and seed the property. Specifically, your clients have refused to deliver ddi ions! truckloads of topsoil to properly fill and grade thrcxcavated areas. It is astounding that the septic system continues to malfunction and remain.in- a.state of disrepair in light of the amount of time.afforded to your clients to repair same. Everybody's patience is exhausted by your clients' shoddy workmanship, broken promises, excuses and foot - dragging. V truly yours, rte✓ o cc: Mr. Bill Hedges (via fax) Mr. Dan Coppelman (via fax) Mr. Manny Hernandez 45936.01/07231999 CORRESPONDING INTERNATIONAL OFFICES a m..i,..,, - u..,.,. vn c ci „norf%rp O IPntCalPm p 7urich © London p' .. . u BRUCE. R FOLEY Public Health Director Y E� Pankin Builders 79 Steiner Drive Mahopac NY 10541 Dear Sirs: LORETTA MOLINARI RN., M.S.N. Associate Public Health Director Director of Patient Services DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York 10509 Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Fax (914) 278 - 6648 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Re: Repair of SSTS: PV -22 -97 20 Partridge Lane (T) PV, TM# 74.17 -1I r � June 24,1999 An inspection of the work completed to date was conducted by this Department on June 23, 1999. The following was observed: 1) The construction of the curtain drain has been mostly completed. The outlet at the road should be cleared and extended. An the area of the absorption fields has improved to a point where the area appears to be acceptable. .2): Many of the large ,rocks were buried or removed, however several 1�rge.rocks._in.the...:- northwest comer still remain. 3) The first junction box and fields have been eliminated and replaced in the lower part of the primary system. 4) The outlet pipe from the septic tank was exposed for observation to establish if sufficient pitch to the absorption area exists. The elevation were shot. on June 23, 1999 and the following was determined: a) the first set of absorption field and junction box are approximately 60 feet from the outlet of the septic tank. The junction box was found to be 3/4 of an inch higher than the outlet of the septic tank. A minimum of 6" drop is required. [' /s " /ft]. b) The invert of the second box was found to be 1 " lower than the outlet of the septic tank. c) The third box was found to be approximately 2" lower than the outlet of the septic tank again, a minimum of 6" is required. 5) Approximately three loads of top soil have been deliver but not spread. The area must receive a minimum of 4" of top soil as shown on the original plans: It appears that additional top soil will be required [approximately four more loads of equal. size]. m- - .: _Letter,to:. Pankin Builders - June 24, 1999 -2- 6) As discuss, drainage at the driveway, both near the garage and at the road must be corrected. There is also damage at the upper portion of the driveway from the previously failing septic system. 7) The wood chips, use to contain the previous sewage over flow should be removed. The two dead trees in front yard have not been removed, as previously discussed. Based on these observation the following is required: 1) The elevation between the septic tank and absorption area must be addressed. It is recommended that a pump chamber, pump, high level alarm, and one days storage be installed to correct the situation. The dose should be adjusted so as not to exceed 100 . gallons per cycle and must discharge into a baffled distribution box with an inside dimension of at least three (3) square feet. The pump must be designed by a P.E. and submitted to this Department review and approval. 2) The large rocks in the northwest corner must be removed. 3) The additional top soil must be delivered, spread raked and seeded. 4) The two dead trees in the front must be removed. 5) The outlet pipe from the septic tank must be properly repaired. The above - mentioned items must be completed within 10 days of receipt of this letter approximately July 8, 1999. Should you hake an uestions lease contact me at, 914 278-6130.ext. 2168. yq:. .. gyp_... Very truly yours William Hedges Senior Public Health Sanitarian WH:tn cc: Hermonez Barbagallo, P.E. MAY -28 -99 09:36 FROM: ID: PAGE 4/5 KEANE COPPELMAN ENG.PC TEL No.914 -241 -6787 May 27,99 16 =40 No.005 P.04 Aky 190 Hw7Qec's kam to bnvoire me Plwam Oottaty � a[Hodtb m aoe eaview otttieo • i plslae shwda the lbttoti�3o� • �e�Aipla dl soils as dopW afT, iatptkx tD doiatowseiTl4evaaaaibic abseirod 0' M Z' � tall coptClaaa is pfd eLougrout. Pp�lhrat s "debt' petrs�tioa tact its asOmr to verb mbauArc+s �s • 'IU utsmdlmbitdwvaliosa(bm #1 smug beco, prloa UK bons w sfmW mmbv dww oasis tbo hmd $Wk ---pops boomOch d, n dodd be w" Go pampiag of ft y� 1sat+eSWmsztnsyba sfooaod ia,�der to r+d��ptttpadoasioa c Amy np&ttaWbepor koWiu"uooeptabtr "muimac wfffomnp*mbe m000mout. Impowim o(Wo to OR is Nkdy lobe soquitn A • lte- ios�il tie It�ao6iaig wink pmpa pith l� t1tC sbplic ttak to t>m iseorMt. tms�sfLaos ass pwawpsy� islikagr mo be wed • 1%W.Va hod ottbe up* is to=Novo a tm4► wWom omw avow no= in a000sdsooe with alt apptiohe owk mq•itcmw& • Istae s mew I" I=room cmwvep otHom hrmaromul w 3 MAY -28 -99 ®9:36 FROM: KEANE CQPPELMAN ENG.PC TEL No.914-"241 -6787 �.. ID: PAGE 5/5 Mdy 1(199 16:40 NO.005 N.05 P. commkw^ IPA Q.%7 4f f smowm -20pamew Lam room V- ft- - mw Tftlh 1 1 i I i 1 � 4 MAY -26 -99 09:37 FROM: ID: FACE 2/5 KEANE COPPELMAN ENG.PL TEL No.914 -241 -6787 May 27.99 16:40 No.00!� P.02 WNmvwu co- 0 my s 1e x*om toyow XWwk IhoardxvkvW the fAQwi09doh"tft 14 a sabsa&m wwW d wmd system wt the above tateraooad pop") =S iJRa pby JowVh C. S~Ik PE OcgjpDdf I -.._ . ... _.. ... WdlBtetwTetl a t AS BWk pia by loWO C. Habs�to► PFs _ _ _ _. ,:_. _- - - • ..._ _ _ , .- _.... _: Pmm 0ot 0 Amt otHGAth COU GOW of C490mctm +CemVbm= Wdl CompWa Repoa L Add Ymit on SW A 1"9 • $vidcw ofcmvotimt cf far a poopot ' Edda 0IM the AladWY dt So* pmpdWhm oppeooc r to 4'dcpk Opm awk omd*s the eAed d tst� dmk Wood mokb hod boat pheed is arcs o[ M eeverft kaidmg cMvcat. • V-" ot" W silty mb is S'Sm o m MAY -28 -99 09:37 FROM: ID: PAGE 3/5 KEANE COPPELMAN ENG.PC TEL No.914- 241 -6787 May 2't.99 16 =40 No.005 P.03 3. SAO SIR i i n"TUTI, iS a • �m ,r..i�, i �'.'�,,� -• 0 PUTNAM COUNTY DEPARTMENT ' OF HEALTH DIVISION OF ENVIRONMENTAL H EALTH SERVICES _. ._... �_..... •... .^ .. .. ... .a- _ �..; ! r r ..yea -• .. c .. rt v._. .. .., ... �. t- _. ....... ... LETTER OF AUTHORIZATION RE: Property. of Located at T/V PAT. V Tax Map # `� - Block �^ Lot Subdivision of RbnohwA, 'yvs Subdivision Lot # _ Filed Map # Date Filed r� Gentlemen: This letter is to authorize Cr a duly licensed Professional Engineer ' or Registered Architect to apply for the required wastewater treatment and/or water suppll p rmit(s) to serve the above -noted property in accordance with the standards, rules or regulations as promulgated by the Public Health Director of the Putnam County Health Department, and to sign all necessary papers on my behalf in connection with this matter and to supervise the construction of said wastewater treatment and/or water supply systems in conformity with th rovisions of Art' 1. 145_ and/or 147. of. the Education Law, the Public..Health-'.- - Law; -and the Futrian unty San Code:" V r ,. Very truly your, F' Counter ign k r �' r� , i - Signed: P.E., R -n (Owner of Property) Mailing d�aa rt Mailing Address: 7 si C" L R State Zip State Telephone: •� Telephone: 6 2147 IF - '1,7? Form LA -97 Q PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES CONSTRUCTION PERMIT FOR SEWAGE TREATMENT SYSTEM~ PE # Located at Subdivision name vin Subd. Lot # Date Subdivision Approved Owner /Applicant Named Town or Village i> , ,- r e, Tax Map Block _A_ Lot' Renewal Revision Date of Previous Approval Mailing Address :I � S-I�i ► ey— ls)"qe �P-0 -6 0-n6L ( _ Zip Amount of Fee Enclosed Sac) Building Type Lot Area ft2' of Bedrooms Design Flow GPD Fill Section Only Depth Volume PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage System to consist of MIE)0 gallon septic tank and Other Requirements: To be constructed bye Via Address Water Supply: Public Supply From Address _ _...�V.. 'Pp y' by:. -T ^` 7 AY` —, Phvate Su 1 Drilled` ddress- I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatment system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the;date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any Signed: Address P.E. R.A. Date 1Q-1 License # 0-)Qb ` APPROVED FOIE, OONT-TA 3CTION: 'Ibis approval expires two years from the date issued unless construction of the sewage treatment syst Pkhas'�been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered .necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Approved_for..discharge of domestic sanitary sewage only. B � Title:,- Date: --- White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design P fess' al Form CP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH D1VISTGN -OF .. E:NVIRONMENTA ,' HEA "I -4" Owner or Purchaser) of Building Building Constructed by Location - Street Municipality l'D�1 P-< Building Type Section Block Lot _pLkTF--T � � Subdivision Name Subdivision Lot # GUARANTEE OF SUBSURFACE SEWAGE DISPOSAL SYSTEM I represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewage disposal system serving the above described property, and that it has been constructed as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs or assigns, to place in good operating condition any part of said system constructed by me.which fails to operate for a- period of-two years immediately- following the .date of approval of. -the "Certificate of Construction 'Compliance'` for' the sewage` - disposal `system; or any repairs made by me to such system, except where the failure to operate properly is caused by the willful or negligent act of the occupant of the building utilizing the system. The undersigned further agrees to accept as conclusive the determination of the Director of the Division of Environmental Health Services of the Putnam County Department of Health as to whether or not the failure of the system to operate was caused by the willful or negligent act of the occupant of the building utilizing the system. Dated this day of 19 Signature It-Ila Title General Contra for ( er) --Signature Corporation Name (if Corp.) rev. 9/85 mk Corporation Name (if Corp.) Address PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DMGN DATA SHEET —SUBSURFACE SEWAGE TREATMENT SYSTEM Owner Address Located at (Street) Tax Map _K 11 Block k Lot (indicate ne rest cross street) Municipality Drainage Basin .SOIL PERCOLATION TEST DATA Date of Pre - soaking Date of Percolation Test Hole No. Run No. Time Start - Stop Ela se Time (pMin.) Depth to Water From Ground Surface (Inches) Start Stop Water Level Drop In Indies Percolation Rate Min/Inch 2 21 2_ 21 -3 -7,o 3 T 4 _ 5 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, _< 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD -97 DEPTH G.L. 0.5' 1.0' 1.5' _ 2.0' 2.5' 3.0. 3.5' . 4.0' 4.5' 5.0' 5.5' 6.0'' 6.5' 7.0' 7.5' 8.0' 8.5' 9.5' 10.0' 2 TEST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES - r _ HOLE NO. HOLE NO. HOLE NO. _ r 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: Date 11ZC'� Design Professional Address: Signature 11 PUTNAM COUNTY DEPARTMENT OF HEALTH `IVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION FOAL: APP-ROV AI:�;OF. P%:ANS. POI :... A WASTEWATER TREATMENT SYSTEM 1. ame and address of applicant: I� lx►t�rA- (AI yfl, car 'D k- I 2 4 6 7 Name of project: e S I -Or 3. Location TN: R-� . Q q VV Design Professional: o- 7FJ2rV -V 5. Address: 10'2- U-�VYQM Drainage Basin: 5�ri ►�� , Tvpe.of Project: Private/Residential Food Service Commercial Apartments Institutional Mobile Home Park Office Building Realty Subdivision Other (specify) 8. Is this project subject to State Environmental Quality Review (SEQR)? Type Status ( check one)..,., .................................................... I Type I. Exempt Type II Unlisted 9. Is a Draft Environmental Impact Statement (DEIS) required? ......................... V 10. Has DEIS been completed.and found acceptable by Lead Agency? ............... _ r4./ v� 11. Name of Lead Agency ; 12. Is this project in an area under the control of local planning,_ zoning, or other __.. :officials, ordinances ?- .....: :...:..... ..... :. :::..................... ... ... - = 13. If so, have plans been submitted to such authorities? ..........:. 14. Has preliminary approval been granted by such authorities? Date gfanted: 20 b 15. Type of Sewage Treatment System Discharge ................: surface water i� groundwater 16. If surface water discharge, what is the stream class designation? ..................... 17. Waters index number (surface) ........................................... ............................... 18. Is project located near a public water supply system? ....... ............................... 9'� y 19. If yes, name of water supply N Distance to water supply 20. Is project site near a public sewage collection or treatment system? ..:............. 21. Name of sewage system _ Distance to sewage systemic 22. Date test holes observed 2 23. Name of Health Inspector �- 24. Project design flow (gallons per day) ................ pvtj 25. Is State Pollutant Discharge Elimination System ( SPDES) Permit required ?... r4 D 26. Has SPDES Application: been submitted to local DEC office? ........................... V.4 Form PC -97 2 27. Is an y portion of this project located within a designated Town or State wetland? I�O 28.. Wetlands ID Number ........:.:.. .............................:. 29. Is Wetlands Permit required? ..........::. Has application been made to Town or Local DEC office? ............................... t� %'C 30. Does project require a DEC Stream Disturbance Permit? 31. Is or was project site used for agricultural activity involving application of pesticides to orchards or other crops, solid or hazardous waste disposal, . 'landf llirig; sludge application or' industrial activity? ....................... l4 . Yes/No V 32. Is project located within 1,000 feet of existing or abandoned landfill, hazardous waste site salt stockpile, landfill, sludge disposal site or any other potentially. known source of contamination. Yes/No� DESCRIBE: 33. Is there a local master plan on file with the Town 'or Village? ......................... 34. Are community water and/or sewer facilities planned to be developed within 15 years in or adjacent to project site ?:...... ..................... ............................... . 1 35. Are ariy sewage treatment areas in excess of 15% slope? . ............................... 36. 'Tax Map ID Number .:........................ ............................... Map, Block _A_ Lot 37. Approved plans are to be returned to ..... Applicant Design Professional .NOTE:. All applications_forreview and approval of;a,riew SSTS to be located within the.NYC..Watershed..shall . ... be sent to the Department, and need not be sent in duplicate to the DEP, although the project may require DEP approval of the SSTS prior to final approval by the Department. Projects within the watershed may also require DEP review and approval of other aspects of a project, such as stormwater plans or the creation of s impervious surfaces, and the project applicant should obtain the appropriate forms for such activities from DEP and submit those forms to DEP for review and approval. If the. application is signed by a person other than the applicant shown in Item I .,the application must be accompanied by a Letter of Authorization (Form LA -97). Failure to comply with this provision may bd,grounds for the rejection of any submission. I hereby ?affirm, under penally of perjury, that information provided on this form is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 2.45 of the PenM Law. SIGNATURES & OFFICIAL TITLES. Mailing Address: ................................... C-1` S� MOM PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL please print or type PCHD Permit # /'0—'9' -9— Well Location: Street.Address:� ; , ...::,... ,Town/Vili ; a �Ta Grid '# G' � Map " E Block �. Lot(s) Well Owner: e: Address: "1 •t�l r , Use of Well: Residential Public 9upply Air /Con eat Pump Irrigation 1- primary Business Farm Test/Monitoring - Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought gpm # People Served Est. of Daily Usage gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling New Supply (new dwelling) Deepen Existing Well Detailed Reason for Drilling Well Type Drilled Driven Gravel Other Is well site subject to flooding? .................................................. ............................... Yes No Is well located in a realty subdivision? ...................................... ............................... Yes__ No Name of subdivision Pj m j6 l 'e. --- - � Lot No. Water Well Contractor: TQ pig:� T) Address: Is Public Water Supply available to site? .................................. ............................... Yes No Name of Public Water Supply: Town/Village Distance to property from nearest water main: Proposed well location &sources of contamination to bp.Rrovided on se p at sheet/plan. Date: t2 & 9 Applicant Signature: PERMIT TO ONSTR CT A TE WELL This permit to construct one water well as set o ve, is granted under provisions of Article 10 of the Putnam County Sanitary Code and Subpart 5 -2 of Part 5 of the New York State Sanitary Code and provided that within thirty (30) days of the completion of water well construction, the applicant or their designated representative shall: 1) Pump the well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED. FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Well to be constructed by a water well driller certified by Putnam County. Date of Issue Z—> Permit Issuin g Official �` ----v .......... Date of Expiration 4 1' Title:Q .O.d Permit is Non -Trans rrabl White copy- ID file; Yellow copy -Building Inspector; Pink copy - Owner; Orange copy -Well driller Form WP -97 { U t, M11i 1101M 31116-11 �MOT gvlllwwrmvj�� lb I i M__ Formerly Subdivision Name Pmlo� 9-C_.. " � Subd. Lot #'� Mailing Address 71 r h:��`�� ,.fi i�� zip. } Date Construction Permit Issued by PCHD 2 Separate Sewerage sstem built by .� . �G� Address C> � Consisting of VQW-5Q Gallon Septic Tank and l�= oo Other Requirements: Water Supply: Public Supply From Address or: Private Supply Drilled by Address' Building Type 1? tiEyt��M PC(, Has erosion control been completed? - Number'ofBedrooms Has garbage grinder been installed? i I certify that the system(s), as listed, serving the built plans (copies of which are attached), it ac plans and the standards, rules and regulations Date: �[ ' "i Certified by Address 10`1 Any person occupying premises served by the constructed essentially as shown on the as- d PCHD Construction Permit and approved nartment of Health. P.E. R.A. License # f take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewage treatment system shall become null and void as soon as a public 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 Public Health Director, such White copy - HD Vile Y change is necessary. Title: Date: copy - Building Inspector; Pink.copy - er; an e copy - Design Professional Form CC -97 ' ' YML ENVIRONMENTAL.SERVICES 321 KearStreet Yo�ktown N.Y... Heights, 1059B (]914) 245-2800 '.'CLIENT 8596 NON STA PR PAGE' | LAB #: 93.800761 #: ��� u�� � � � - ~ - ~~ ~~�~~~~~~~�~~r~~~~.~ -~~~~~~~~~~~~~~~ p~ ~�~~' �~�` ' ' '���` � '^ R -REC| |ION |� ' `Dv4TF/TIME'TAKEN�. 07/03 98 0 :00A 71 ST ^ ` EINE R DR. DATEVTIME C'D: 7/03/98 09:00A ' MAHOPAC, NY 10541 ` � REPQRT DATE: /07/98 ' PHONE. (914)-628-7228 ^ `� , .SAMPLING SITt: ARTIRDGELN.�� � SAMPLE TYRE,�: ;,O TABLE ' |TN /M V4LLEY PRESERVATI S: 1NONE COL'D BY.-.ROBERT F1ANNy . T E ,.:'`'� ' ,NOTES �.": WATER TAW'.' AND HOSE � ' .COLIFORM METH:.MF ~~~~~~~~~~~~~~~~~~~~~ ~ �~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~-~~~~~~~~~~~~~~~~*~~~~~~~ .DATE. FLAG PROC�DURE RES L�� T NORMAL - RANGE � METHOD ` ' PUTNAM CNTY PROFILE 07/03'98 ' 1�F T. COLIFORM � P� /100 ML ' ABSENT �� . 1008 07/03/98 ��AD (IMS) ` 1.. ppb'' ' - 0-15 ppb� ' 12345 . 7/03/98 ' NITRATE NIT'OG ' O.31 MG/L 0 - 10 � 9139"' 0' -NITRITE 1 NITRO � <0,01 M' /L . . N/A _ 9146 ` 9B IRON (F ) <0 068 MG/L 0 0 3 mg/l 2037 �07/03/ e . � `� - . � 07/03/98 MANGANESE (Mn) 0 10 MG/L 0-0. m'/l ' -J2037 07/03/98 SODIUM (NJa 15.5 MG/L N/A � 87/03/98 H 6 6'UNITS 6.5-B.5 9043 ` p ' � ~ `MG/L N� 07/03/98 HARDNESS, TOTAL 104 ' lA 07/03/98 ALKALINITY (AS 40,0MG/L` N/A ' 07/03./9R TURBIDITY (TUR <1 NTU 0_5 NTU ' 0"//03/98' MF FECAL COLIF ABSENT 100 ML ABSENT 7 /03/�8'�� �E�'lCOL.[��CO| I~` ABSENT 1)0 L-_ ��ABSENT�.�.�._.��_.^ ' - ' COMMENTS1. ` BACT_ ` THESE RESULTS, INDICATE THAT THE W `. ER SATISFACTORY SANITARY QUALITY ACCORDING TO STATE _ i .AND EPA FEnEF�AL DRI�KING WATER STANDARDS, FOR THE PARAMETERS TESTED, AT THE TIME OF COLLECTION. � ` ` Pb /CU LEAD limits for public schools are set at 15 ppb. ' EPA Lead & Copper Rule for Public Systems, requires that no more thein 10% of 'heir distribution points have a LEAD value of more than 15 ppb and a COPPERvalue of 1.3mg/L, else water treatment mUst be uhdertaken to `reduce the waters corrosive ` ' potential. ` Fe/Mn If both' iron and manganese are resent, their total value' ' combined shall not exceed 0.5m /L, Na No' limits for Sodi'umare proscribed. Su`ested guidelines state thatfor �eople on a sodium restri��t diet,the water thould contain no more than''2Y0 mg/L of Sodium" For those. on a ' ' ` YI"IL. ENVIRONMENTAL SERVICES . 321 .�' -.ear S,tree'_: Yox.::tt7wn Heights, _tq.Y;n 10598 . (914) 2452600' Albs t: H. F'aovt ?rt s. ��.�t`e,= i_.�zt- LAB # a . 9S o S� 07c"')1 CL I ENT _ 4 n EgER ; NON STAT PROC . F AGE-' 2 R PRECISION HOMES.. Da "TE lT I ME TAk::EN o' ca 7 fi )5198 c.i0 w 00A ? 9 -STE I NEFt DR.— DATE /TIME REC ' La a . 07'0_8/98. 0 4 Cac )A MA; or-,: fiC g • NY 10541 REPORT DATE a 07/07/98 F'HCIi E: ( 914 ) - -628:_ 722b SAMPL.I NG SITE: .20 .'FART I RDGE LN SAMPLE TYPE.. a a..POTABLE. o F'ETNAM VALLaF''f PR E'3ERViiTI.VE6:, NONE COL `La DY R08EFiT FANNY TE MPERATURE o o e '�iI�TE ' e n 4 e . (�lA 'ER TANK AND HOSE, COL I FORM METH: MF .DATE FLAB PROCEDURE RESULT NORMAL RANGE METHOD mo.derately restricted dietq a maximum of 27c:a .mg4L o* Sodium is suggested. SUBMITTED BY. AIbe- Hu F'adovar�i q M.Te (A Directo 'ELAP# 10323 PUTNAM COUNTY DEPARTMENT OF HEALTH IL DIVISION OF ENVIRONMENTAL HEALTH SERVICES WELL COMPLETION REPORT Well Location Str et Address wn illage: Tax Grid # Well Owner: N Address: Use of Well: 1- primary 2- secondary e_ Re ' en tal Public Supply Air cond /heat pump Irrigation —r-Business Farm Test/monitoring Other(specify) Industrial Institutional Standby Drilling Equipment Rotary Cable percussion Compressed air percussion Other (specify) Well Type Screened Open end casing _ Open hole in bedrock Other Casing Details Total length �D ft. Length below grade 8 Diameter 40'- m. Weight per foot /6 . lb /ft. Materials: �? Steel _Plastic _Other Joints: _ Welded Threaded _Other Seal: Cement grout _ Bentonite Other. Drive shoe: Yes No Liner _ Yes , No Screen Details Diameter (in) Slot Size Length(ft) Depth to Screen (ft) Developed? First Yes No Hours Second Well Yield Test Bailed Pumped 2CCompressed Air Hours Yield �a gpm IMOM Depth Data Measure m land surface- static Tspecify ft) During yield test(ft) Depth of completed well in feet Well Log If more detailed information descriptions or sieve analyses are available, please attach.- Depth F m Surface Water Bearing Well Diameter(in) Formation Description ft. ft. Land Surface If yield was tested at different depths during drilling, list: Feet Gallons Per Minute Pump /Storage Tank Information Pump Type SI)1=3tA pacity far Depth l Model1,+p b Voltages HP Tank Type - Volume Date Well Completed f Putnam County Certification No. Date of Report t/ Well Driller (signature) r4uwt: pxact location of well witn distances to at least two permanenyianarWKs to De provtaea on a separate s tan, Well Drillees Namee /,/-1-U� -Address: w y Signature: _ Date: White copy: HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WC -97 P. K v I111'I l X-Mull I I Lr.,rP -AIMEIN 1 Vt' H ALlft DIVISION OF ENVIRONMENTAL HEALTIJ SERVICES FINAL SITE INSPECTION Street Location A7rr M iPCrk C-A+4C Town ._ TM # _ -7x,17 Date: Inspected by: Owner f-tcU - Permit Subdivision Lot # G�-1 1. Sewage System Area a. STS area located as per approved plans.... ...... * .................... b. Fill section date of placement 3:1 barrier Lgth.' Width Avg.Dpth c. Natural soil not stripped ................... ............................... d. Stone, brush, etc., greater than 15' from STS area.......... e. 100' from water course/ wetlands ...... ............................... II. Sewage System a. Septic tank size - 1,000 ..... ...1,25 other ................ b. Septic tank installed level ...:.:.......... ............................... c. 10' minimum from foundation .......... ............................... d. Distribtuion Box 1.All out— etl s at same elevation -water tested ................. 2. Protected below frost .................. ............................... 3. Minimum 2 ft.Original soil between box & trenches Junction Box - properly set ....................... ............................... ength required Length installed 2. Distance to watercourse measured Ft.......... 3. Installed according to plan ......... .............................:. 4. Slope of trench acceptable 1/16 - 1/32"/foot ............. 5. 10 ft. from property line - 20 ft.- foundations.......... 6. Depth of trench <30 inches from surface .................. 7. Room allowed for expansion, 100 % ......................... 8. Size of gravel 3/4 - 1 %2" diameter clean .................... 9. Depth of gravel in trench 12" minimum ................... 10. Pipe ends capped ........................ ............................... g. Pump or Dosed Systems Size o- pump c am er ........:.::::.::::... _... 2. Overflow tank ....................... ...... ............................... 3. Alarm, visual / audio .................... ............................... 4. Pump easily accessible, manhole to grade ................. 5. First box baffled .......................... ............................... 6. Cycle witnessed by H.D.estimated flow /cycle........... III. House/Buildin a. House located per approved plans ... ............................... b. Number of bedrooms ....................... ............................... IV. Well a. Well located as per approved plans . ............................... b. Distance from STS area measured ft........... c. Casing. 18" above grade .................. ............................... d. Surface drainage around well acceptable ....................... V. Overall Workmanship a. Boxes properly grouted ................... ............................... b. All pipes partially backfilled ........... ............................... c. All pipes flush with inside of box ... ............................... d. Backfill material contains stones <4" diameter .............. e. Curtain drain & standpipes installed according to plan.. f. Curtain drain outfall protected & dinto exist watercourse g. Footing drains discharge away from STS area ............... h. Surface water protection adequate ... ............................... i. Erosion control provided ................. ............................... Rev. 1/97 orm 70'Grand Avenue Peckar & Abramson River Edge, NJ 07661-1934 A Professional Corporation (201) 343-3434 Attorneys & Counselors at Law Fax (201) 343-6306 1185 Avenue of the Americas New York, NY 10036 (212) 382-0909 Fax(212)382 -3456 235 Pine Street Thirteenth Floor San Francisco, CA 94104 (415) 837.1968 Fax (415) 989-3561 VIA OVERNIGHT MAIL June 2, 1999 Mr. Bill Hedges Putnam County Department of Health Division of Environmental Health Services 4 Geneva Road Brewster, New York 10509 RE: Pankin Builders, Inc., et al. to Hernandez 20 Partridge Lane, Putnam Valley, New York Dear Mr. Hedges: Enclosed please find a copy of the septic system repair plan which was prepared by Keane Coppelman Engineers, P.C. If you have anv - auestions.'.t- Dlease call me at any -time: Very truly-Yours, ST EN D. SLADKUS Enclosure cc: Manny Hernandez CORRESPONDING INTERNATIONAL OFFICES Beijing ■ Tokyo ■ Hong Kong ■ Singapore ■ Jerusalem ■ Zurich ■ London