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HomeMy WebLinkAbout2548DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 51.19 -1 -31 BOX 22 . % tip,' �� ■ Lem 0 JL �� `� 02548 .r yscrr ¢R is �.4va3r s� EA- P�LfTNAM 'COUNTY" DEPARTMENT OF HEALTHY ,Permit « " 4 ` ' On!ision of ' Enwronmental Health; Services, Carmel N. Y 10512` CONSTRUCTION PERMIT ..FORr.SEWAGEv,DISPOSAL SYSTEM �` c)-I ~AWI� A), / .'f a aj f Blocks Lot Located at r _ Tax Map ,r _... "5ubaiv�tioii�wn:?�GP�Itt✓ :�rr�F�°�suba. mt # _...- - xetiai Q" Owner /,Add'ress '�H' - °'�7 -:.• , "' +` <.+ fy d Date -Of Previous Approval Building Type:_ Lot .A►ea Fill section,Only (] Number of Bedrooms 3 Design 'Flow G /P /D _ ' P. C. H. D. Notification Required Separate Sewerage System to consist of /f3' ©R'S Gal. Septic Tank and ✓ � Y%��✓ 03;0 Address ddes AAle - 11 To, be, constructed by t �f"' Water Supply: - Public Supply. From Private Supply "to be drilled by Address /^ Other Requirements 1P,1 /,)-,A/ .t'- J}-sA) . � � .� fJ. >�, � �✓� �b���a/ y�i r- /eui I represent that I ann wholly and completely responsible for.the. design and location of the proposed system(s); 1) _that the separate sewage disposal system atlove described Will be constructed as shown -on the approved amendment there. -to and a with the standards, rules an {egu la ions o e nom 'County Department of ,Health, and that on completion thereof a'!Certificate- of g�9tl4p1�+ liance ?7. satisfactory to the Commissioner. of: Health will be submittetl to the Department, and a written guarantee will be furnished \ heirs or assigns"by the builder, that said builder will place in good operating condition. any .part of said sewage disposal syste �`�I 4 ) years lmmediatel following thedate;of the issu- ance of the approval of the Certificate of Construction Compliance of t 471rn r� s it oror i�yt thereto; 2) that he drilled well described above r will. be located as shown on the approved plan'and that said well wiil'be Ins ".cord ith"'i ` � ards, rules and regu a1ons of the :. Putnam County Department of - Health - Date t Signed P.E.' - R.A. Atldress - r License No. APPROVED FOR CONSTRUCTION This, approval expires `one year from tits tla4e ssyed > nstr ion of 'the building has been undertaken. and is 61. revocable for cause or maybe amended or modified when d necessary':by tlw.:;C7 fi`t's iol( rtio ealth. Any change or alteration of construction j requires a neimi Ap ov for disposal of item stir' t r.y sge;'antl /or':A vats' stet; pl ly: -- l .. :'?ate ^ BY Title •/ t 9 -81 s _ i NAM COUNTY DEPARTMENT OF HEALTH q1 PUT Y. 10512 11 Carmel, N. , .... __........._U.iei &ion �of .Environmental Health Services, Town or Village CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR SEWAGE DISPOSAL SYSTEM Town 3k / Y Bloc ^ Tax Map 44)A J gubd. # Located at Tax Map Lot # -- — Owner Address �--- Separate Sewerage ! System built Eby R" �y 02q Consisting of �= --Oal. Septic Tank and a /tPAR Other requirements ..� Public Supply From e3?,G, CD � ` s- q Water supply: - � 7C Private Supply Drilled BY - Address 3 Date Permit issued No. of Bedrooms Building TYPO — c,tONA1 E&O Has Erosion Control Been Completed? QQ MCNAA4 FF completed work ( copies el?tial s sti �n a plans of the comp remises were construc led plan, and the Permit issued by the the above p act c wi 1 certify that the systsm(s) as listed serving rules and regula \ and in accordance with the standards' p of which are atttiched) . -� - v Putnam County Department Of Health. -3 X R.A. AAA � P.E. 1 Certified by n tltltl r�+� � License 'Data _2f G(i �✓�G F o• i unsllnitarY Address !P ry to secure the correction of any shall promptly take such w- as soon as a public sanitary sower becomes the above systems) becomes available. Such approvals are remises served by stem shall b o. supply ly person occuPyin9 P roval of the separate sewerage system is necessary. Witlons resulting from such usage. App i shall becomU:! when I Pub modification or cha of Health. su table and the approval of the private Water supp Y — act to moodification or c/h�an /g'ee when, in the judgment of th Title f l_ ; r°1 Q i AV a ._ _. K. tjt ��Jv0 �rcvcn �n ��u,�,eni�I�f�e•� Main Office �..�. 31 Merntt Street (�: SSENGER 4port Chester N;Y 10573 354 SERVICE ME /NC 19141;939 7400_ LC:C: 94901 . D O T. 9695 D_0i4S 68.975 -5615 SERVING AlL'48 S `PICKED UP 3 AUTHORIZED BY PHONE UNLESS A GREATER`VALUE.IS DECLARE D.HEREIN THE SHIPPER VALUE - AGREESANDDECLARES THAT THE VALUE OF THE PROPERTY It THE ACTUAL VALUE AR IS THE RELEASED VALUE, TO AN AMOUNT' NOT.. - EX - SHIPMENTOF�200LBS:OR LESS,_ -•..' - PIECES DESCRIRTION SPECIAL,MARKS, , E;XGE X w•3 � PICK UP' P U DRV I COMM I DEL Tf DEL DRIV YI 1 IME I NO NO - SPECI AL. .INSTRUCTIONS•" - n• r q 01 -DOT 06-WAITG TIME CHG 11 DECLARED:VALI - 02 413-6 07 EEST -DE' :CHG 1�- RFTURN 12 C [ - - EXEMPT= 08 -EXTRA LABOR = 13.STOP OFF -CHG ( 04 -P.0 C -CT: 09-A DVANCED MONEY CHG; _ 14 EXCLUSIVE USE 05- EXCESS WGHT CHG 10.- MONbES ADVANCED 15 OVERTIME:SERb + 17 AIRLINE CHAR 4i14 J CUST AfC #. Branch Offices v y Brndgepor-t, CT (203) 334 =9200 Danhary; CT (203) 775 2500 SHIPPERS NO. angston"NY (914) 33.1' 5560 Mahwah;: NJ (201),529 -3737. CONTROL NO. Newburgh NY {9141;564 -7100 t r Stamford_'CT.(2d3i 35Z 1411 — A`TES 24,HO0RS.A -DAY SHIPPED s t 1 }- .. BILL WtIGHT .; - � n r x F TOTAL AMM " SAIESMANS comm. CHARGES NO PREPAID. Q CO_ LLECT C :SHIPPERS SIGNATURE" `6f CONSIGNEE'S SIGNAJfflE E CHG HU• ADDITIONAL SICNATU,R9 ICE TI}e. Above Mentioned Goods 'Reoerved m::Good Ordei AI T, me. StateO 17-ZM� A J13-1 21.:5 -4 J B-Z 25 A5 JB-3 30.5 48-x, JB-i 56-0 5 35-5 42.5 565 45 tz JB-1 53.5 67 jf3-8 bc) -.73-5. BIBBO ASSOCIATES A Conau3ing Enginecrs,= -,Ianners P'. 22 & Hnrdrcrab�le Rd. C Croton Falls. ',-'.Y. J105,e (4 I J000 CAL -?.C. COt4C. 0 "j .50 - . -- — — — — — — — T E! -3 0 S A L 'DEPTH . A— SYSTEM cup--,Af! LOT Q1ZI�IN � 1 30'7 �-- �---- ��,- ••----- -'�z0, \ JJ . -- — — — — — — — — — — -- L IN. WOE TRENC. jt- FI-- LC-i I., -D= 3144 4 F "2H ICJ. WIDE TRENCH — — — — — — — — SYSTO,; EY: I 3O'---- - - - - -- 0, 0o RICHARD E) F- C K I-; 'i Z. -r; , b> S4 DATE: 151, /Bb PU IAAWI VA I. 5o'------- - - -°`. ,pSCALE: 11 201 7677-7 50' Q -PAN 510K i ARE�A, (2P RuiA of 13At4K 54s,'U C7P-AV5-L 17ILL 40 I bmo' 05CA, W Ail A, LAKE ROA -F-YI5TtKG GUt-VG:P--i w NOW OR FORMERLY RAMIK CONSTRUCTION CORP. S.m*26'W-b 242. IM -. 4 no pOSS@SSIOn u+ AREA: 36,593.9 SIF N .9401 2 3 VACANT LOT O c y O� d y y O�� d 0 0 d� o vN ,� ®SEf'H IVNCf-JEAL CONS T UCT'I® C® . BEING LOT no.42 ON A FILED MAP ENTITLED SEC.no.2 I' ,� ®SEf'H IVNCf-JEAL CONS T UCT'I® C® . BEING LOT no.42 ON A FILED MAP ENTITLED SEC.no.2 LAKE OSCAWANA AREA FILED IN THE PUTNAM COUNTY CLERK'S OFFICE AS MAP no.367C. SITUATE' IN TOWN OF PUTNAM VALLEY -, PUTNAM COUNTY, N.Y. SC.ALE:1 " =40' JAN.24,1984 h F j;t CERTIFICATIONS INDICATED HEREON SIGNIFY THIS SURVEY WAS }PREPARED IN ACCORDANCE WITH THE',.`.;. EXISTING CODE OF PRACTICE FOR LAND SURVEYS`,,C' UNAUTHORIZED ALTERATION OR ADDITION TO THIS ,+ ADOPTED BY THE N.Y.S. ASSOC. OF PROFESSIONAL, SURVEY IS A VIOLATION OF N.Y.S. LDUC. LAW LAND SURVEYORS'. SECTION NO. 7209. CERTIFICATIONS SHALL RUN ONLY TO THE PERSON ' UNDERGROUND STRUCTURES, IF ANY, NOT SHOWN. FOR WHOM THIS,SURVEY WAS PREPARED AND ON HIS BEHALF'TO THE TITLE CO. AND LENDING INSTITUTION ALL CERTIFICATIONS ARE VALID FOR THIS MAP LISTED HEREON. ;!� 3 AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE -.,,-, SAI_ D�f, E�, T, I: FIG6TI: ONS. A1iE: rN07IRANSFERACLE- �iO..__.•..,:: �--.'.:__=. �- S; I�, idn' fUR' E°' APPEA' RS '.-:HEI2EON'.'�"-- :':.•'•-'-. �, .'.• ' - ADDITIONAL INSTITUTIONS DR SUBSEQUENT OWNERS. DONALD J. DONNELLY, L.S. 1929 COMMERCE STREET DONALD J. DONNELLY, N.Y.S.`LI'C. NO :. x49000 YORKTOWN HEIGHTS, NEW YORK 10598 (914) 962 -2215 Supervisor SALLIE SYPHER (914) 526 -2121 Town Clerk _. ;-7. - PATRICIA PETTERSEN (914) 526 -3280 SALVATORE SANTAMORENA Councilman HOWARO. D. �ARONOW. Councilman JOSEPH MARRO Town Attorney TOWN OF PUTNAM VALLEY Councilman HERMAN TAUB (914) 526 -3050 R.D. 2, Town Hall HYMAN RICHTER Putnam Valley, New York 10579 Councilman TOWN BOARD MEETING Presented by Councilman Santamorena: RESOLUTION #R =284 NOVEMBER 15, 1984 WHEREAS, the Planning Board has referred to the Town. Board a Compliance Bond covering Ramik Construction Corporation (TM #34 -1 -4)1 said bond given to guarantee. the completion of construction work by'Joseph Michael Construction Corporation , NOW THEREFORE BE IT RESOLVED,. that the_Town.Board accepts Bond #N4532041 of Hartford Accident & Indemnity Company, in the amount of $7,500, covering thet aforesaid. Seconded. by Councilman Aronowl unanimously carried. c.. _ .. __ _ .. .. _ .. _.. .. .. ... ... . y... ... _ � , .. .. Supervisor SALLIE SYPHER (914) 526 -2121 Torun Clerk PATRICIA PETTERSEN (914) 526 -3280 Torun Attor4ey HERMAN TAUB (914) 526 7-3050 TOWN'BOARD'MEETING. SALVATORE SANTAMORENA Councilman HOWARD D. ARONOW Councilman JOSEPH MARRO TOWN OF PUTNAM VALLEY councilman R.D. 2, < Town Hall HYMAN RICHTER Putnam Valley; .: New York 10579 councilman NOVEMBER 151 1984 Presented by Councilman Aronow: RESOLIJTION #R -283 WHEREAS, Ramik Construction Corporation is the owner of a parcel of land (TM #34 - 1 -4) fronting on Oscawana Lake.Road and part of a: "subdivision approved in 1951, and WHEREAS, the applicant has filed an application ( #34/984/237) under Section 66/79 ,of the Code of the,Town of Putnam Valley in order to build a one- family house,.and WHEREAS, in.order to do so, an existing drainage.course, which runs through the property will have to be diverted and three ,(3) feet of fill will have to be added in order.to accommodate a sewage disposal system, and 0 WHEREAS.,. a final map has.been.submitted showing all the various details required by the Planning Board including but not limited to.detailed cross section showing the cutting and filling to be accomplished and erosion control and restoration plan and the engineering fee in the.amount of $235.00 has been received,.and WHEREAS, the Planning Board made a negative declaration pursuant to the SEQR Act as this action will minimize the negative impact on the environment, NOW _THEREFORE -BE ;IT;.RESOLVED, that, the Town Board of the Town. of Putnam..Va11ey4 pursuant to Section 66/79 of the.Code of the Town of.Putnam Valley, approves the application for the construction work as noted above subject.to approval by.the Putnam County Planning Boards submission of a Compliance Bond in the amount of $7,,,400 from Joseph Michael Construction Corporation and application must be made by the Corporation for a Building Permit. Seconded by .Councilman Marrol unanimously carried. FA 0 11rcPf VVIl1VY't LL'1ti.I1i1•rt Vl` 1L.taLrt1 DIVTSIODI OF. ENVIRONMENTAL HEALTH SERVICES .: y COITNITY OFFICE ?''TIIDTTiC, CAR ln, ---I,. N. Y. 10512 J:r:SIG`� DATA SITE ET- SEPARATE SL:VAGi DISPOSAL SYSTEM. FILE NO Ow I le 6 ...... A d d r 6 s s .�iT�r c . �r2/�_ 3 .....lJUj"#v 14!�� . at (Street `J'Q Z*�4 Sec. Oil Block ! Lot n: ica to nearest oross street) i.y A,1rV4 Watershed ,'17i., jt TTY'; 'PEST DATA F�EqTJIRFD TO BE SUBMITTED WITH APPLIC! ?TIO ""? '" CL��CF� TIi "; . P PERCOIATION P PERCOLA"'TC: "'� p e e Water W Water Levei Time F From Ground S Surface i in- Inches S Soil Rate Start -°stop N;.in. S Start S Stop D Drop in M Mein. /in drop Inches I Inches I Inches Clio 3a 47 3 ao a3 3 3 `=' f e6 a! C93 332 ' 333.'= - a ay :� • .. 7.7 1} PJj NA .4 1) '1',03ts to `be repeated at same depth until approximately equo.7. soi r r.t �,s are obtained at each percolation test hole. All data to be subir;ittec for review. 2) D.:pth mcasurements to be made from top of hole. 1} PJj NA .4 1) '1',03ts to `be repeated at same depth until approximately equo.7. soi r r.t �,s are obtained at each percolation test hole. All data to be subir;ittec for review. 2) D.:pth mcasurements to be made from top of hole. 42" 48++ 5411 601+ s Address zV 1 THIS SPACE. FOR USE BY HEALTH DEPARTMENT ONLY: �ryeF �►+� ti,Yt� Soil Rate Approved Sq. Ft /Cal. Checked by Date �UTNAM COUNTY..;DEPARTMENT OF HEALTH DIVISION`OF ENVIRONMENTAL HEALTH `SERVICES K,..- CUN OTY OFFICE BUILDING= CARMEL, TT. , r:. :1051,2... ± _ 1T x >, , 1 m D SIGN DATA SHEET-SEPARATE SEWAGE. DISPOSAL SYSTEM FILE'NQ' IMOND � o M, I Owner S EP'F� �'A' Address IA1ff rN,►ct #3, Py�tw�►n� 1/A� ,-,- OfQAWAN� /Qd Located. at ( Street See, 3f' Block. Lot .. " '¢ '6dicdte nearer cross s ree i9 Municirality �/T h� �%Al -L� Watershed SOIL PERCOLATION TEST DATA REgUIRED TO BE SUBMITTED.WITH APRLICATIONS Tlumber CLOCK TTME PERCOLATION PERCOLATION Elapse No. Time p o a pr 'Water From.Gru=d Surface ve in Inches Soil Rate Start -Stop Mina Start` Stgp Drop in Min. /in drop` Inches Inches Inches 1 m Notes: 1) Tests to be repeated at same depth until a proximately equal sofa rates are obtained at each percolation, te4,t. hoYq_,- - .A7.1,. "data to e submitted for review. 2) . Depth measurements to be made from .top .;of hole. l Notes: 1) Tests to be repeated at same depth until a proximately equal sofa rates are obtained at each percolation, te4,t. hoYq_,- - .A7.1,. "data to e submitted for review. 2) . Depth measurements to be made from .top .;of hole. BIBBO ASSOCIATES CONSULTING ENGINEERS • PLANNERS ROUTE 228, HARDSCRASOLE ROAD CROTON FALLS, NEW YORK 10579 LEONARD J. 818130, P.E. JOHN P. McNAMARA, P.E. JOSEPH J. BUSCHYNSKI, P.E. November 8,, 1984 Putnam County . Department of Health Main Street Carmel, New York 10512 ATTN: Mr. Robert Tutoni RE: Raimondi SDS Town of Putnam Valley PLANNING SITE DESIGN SANITARY (914)277.5805 Reference is made to our correspondence dated April 24, 1984 regarding the above application. On November 5, 1984, the Planning Board of Putnam Valley granted approval to the applicants' proposal to relocate a portion of the drainage course that flows through his property. Attached are four (4) copies of the approved :..._Z.. , 0 rawi_ n. q .S.....For.ma.1...app.rov-aI _b.y_ t.h.e...T.own..Bo.a.rd .s ex:p.ec -ted .o.n.........__ November 14. Regarding the application for permit,,-to construct the sewage disposal system for this property. The intention is to install the curtain drain and R.O.B. fill where shown on the plans. After a suitable period, percolation tests will be made in the SDA and final construction plans will be pre- pared and submitted for your approval at that time. As Mr. Raimondi is anxious to begin construction of his home prior to winter, your expeditious approval of these plans will be greatly appreciated. If I can be of further assistance please call. Very truly yours, Robert Howe for John P. McNamara, P. E. /sb Enc. cc. Mr. Joseph Raimondi w /enc. PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES Da to Re . Property of J0S6P1V A/ -6A, 1 <�57{ ..Located at. GZSC�4Gr�irrc► �.� %lam'., �7ai')�t� -> �5/ Section Block Lot Gentlemen: This letter is. to authorize JC)Aej a duly licensed professional engineer or registered architect (Indicate) to apply, for a Construction Permit for a. separate sewage system; to serve 'the above noted property in accordance with the standards, rules or regulations as promulagated by the Commissioner of the Putnam County Department of Health, and to sign all necessary papers on my behalf in %%.LLll Llu.S iiIaLi_I_1` iUlLI tU. JUpervise 'LnP constcucllun o1: said ;system or systems in conformity with the provisions of Art. e 145 or .147, .Education. Law,.the Public Health Law, and the Putnam -lty Sani- •,tairy Cbde... Countersigned: P.E ., R.A ., bi bo As�odates Address:Consulting tnglneers- ruall -roaw Rte. 22 & Hardscrabble R& Croton Falls, 10519 Telephone i Very truly yours,. Signed l Goner of Property .Address Telephone BIBBO ASSOCIATES CONSULTING ENGINEERS • PLANNERS �ROUTE22 & HARDSCRABBLE ROAD CROTON FALLS, NEW YORK 10519 LEONARD J. 81880, P.E. JOHN P. McNAMARA, P.E. JOSEPH J. BUSCHYNSKI, P.E. JAMES M. MACAU LAY, C.E., B.S. April 24, 1984 Putnam County Department of Health Main Street Carmel, New York 10512 ATTN: Mr. Robert Tutoni RE: Raimondi SDS Town of Putnam Valley Dear Mr. Tutoni: PLANNING SITE DESIGN SANITARY (914) 277.5805 Enclosed please find sewage disposal proposal for lot #42 (Section No. 2, "Lake Oscawana Area ", Filed Map 367C, Putnam County Clerk's Office, April 14, 1966). Although deep tests have been.made on this lot, we have been unable to-obtain satisfactory percolation tests due to ground water interference. We are proposing a 7' deep curtain drain which will lower the water table and create a base of well drained soil and 3' of run -of -bank sand and gravel to resolve this problem. The size of the proposed sewage disposal system has been determined using an assumed soil rate of 8 to 10 min. The soil is quite granular and appears to drain well. We feel that the tore recently adopted restrictive standard that a SDA be 100' minimum from a stream or water course be waived, in view of the fact that this lot is a part of an already approved subdivision. As the owner is determined to undertake any modifications to the existing site that are required by your office, we sincerely request your considered attention'to.this matter at your earliest convenience. Very truly yours, RH /db Robert Howe for John P. McNamara, P. E. Enc. t ��c -�t,JA -ASS- ��� • P T,n CIII.C;K IJST. Date: IN-I.TTAL SITE Yes Yo Comments ,Proporty lines or corners found . Can cstirrr to house location . . . . . . . . _ Will drivcway need cut .. -- Ylust trees be r -moved -note these -- Is deep hole representative of entire SDS area Additional deep, holes needed. ._ Sufficitant SDS area availeble considering driveway cut, house location, separation distances, etc. DEEP l OU3 DATA DBp 1h Water elevation: Rock elevation: Soils description Date: FINAL SITE TitP,�CTT(j-A: Irsp, by: House located wher-a shovn on approved plan •. SDS located whICIre approved . . . . . . . . I.enSth of tr cnc_►1 Width of trench aver:ae Slope of the line and trench. acceptable . . . Room allow e* d for expansion_ trenches .,:.._.__ .:. :...._.. Over 50 f °t. from s: a.mp.va ,ercourso Natural soil not . stril?ped or SDS area �. "- iuuiecFSsarily graded 10 Ft.. maintained • from prop . line and 20 ft. from house Separation of trench from house, well - -etc. - follows plan - -- ATimiber o a f bedror�s chccks Stones, brush, • stur,:ps, rubble, etc. greater than 15 ft. from nee-rest trench . . . . . . 15 FL-. of peripheral soil horizontally from - - - - -- ------ • - -.. —. trench. ... . . . . . . . . . . . . . ' . . Junci -ion boxes properly set Could surface rim off from driveway, roads, ground surface, etc. channel near SIDS area. . . . . . . . . . Docs lot draii- �l;e at�ro;�r 0.1�. �i.n area of: SDS FINAL GRADIPdG OF SITE ACCEPTABLE o5C 1c,�AA�A Lf1K� �PU� RM,' FM CJR -"CK SIR,tT IMcets Std . R�:ma rlcs _ -... -_._ __ ._ es........ _.. o . �:... _..:_._. - -- DOUMENTS Eouse plans O.K. 1Y _-sign data sheet P-res presoaked? Kiln., 30" pert test depth Const. results for 3 runs D. Hole log O.K. Corporate Affidavit for oth v than indiv] Authorization for engineer Letter from Water Supply if applicable If variance requested -such noted on plans ■■nee DETAILS if change -is proposed,) Exist�ng contours shown show new-contours) Slopes for driveway cuts, etc. shown 1aier service line location Footing drain_, etc. location Top slope, bottom slope of fill Percolation tests and deep test pit location Septic tank size and conformance to std. 3 B.R. house minimum House setback shown Distribution box ftg. below frost All MU MM water within 50 ft. of PL shown L N Plan grid �- prof-ileD5 All other wells and SDS closer 2001 �2�� shown* or reference made I Property boundaries (metes and bounds - clearly sh qn i ARATION DISTANCES SPECIFIED ON PLAN 10' to P. L. )-0' * to Fouuidat i on walls )0' to Nearest well 50' to stream, march,. lake, etc. incl.expansion � L5' to Curtain drain VZr 1.0' to water lino (pits-201) .5' to storm drain .0' ' to larce trees .0' frolll 1'01111dation to sepTt c tank i 1)' to pip o from lesdcr ctrnin , i'oo �riU drain Loe :SKV(.) r-1(_L 5?_CTZ0oU w0 T-(u' e3 yris VF FILL" A) 0 PEfr'G'S /^ r v -rat t7� ,r;p:c /2 nA) r'lL/ F.G 1'tf)nJ n / rl T Q i./nr, In 7 l f l d0 /CO R 7A- i S !o/ BIBBO ASSOCIATES CONSULTING ENGINEERS • PLAI(fNERS ROUTE 22 3 HARDSCRABBLE ROAD CROTON FALLS, NEW YORK 10519 LEONARD J. BIBBO, P.E. PLANNING JOHN P. NICNAMARA, P.E. SITE DESIGN JOSEPH J. BUSCHYNSKI, P.E. JAMES M. MACAULAY, C.E., B.S. April 24; 1984 Putnam County Department of Health Main Street Carmel, New York 10512 ATTN: Mr. Robert Tutoni RE: tRaaimondi SDS ToWn— -Put ;am Valley SANITARY (914) 277.5905 Dear Mr. Tutoni: Enclosed please find sewage disposal proposal for lot ,#42' (Section No. 2, "Lake Oscawana Area ", Filed Map 367C, Putnam County Clerk's office, April 14, 1966). Although. deep_ tests have been made on this. lot,,_ we have .been to- obtain - satisfactory- perco3atron to +sts Rciue to ground' _........._ __ water interference. We are proposing a 7' deep curtain drain which will lower the water table and create a base of well drained soil and 3' of .run -of -bank sand and gravel to resolve this problem. The size of the proposed sewage disposal system has been determined using an assumed soil rate of 8 to 10 min. The soil is quite granular and appears to drain well. We feel that the more recently adopted restrictive standard that a SDA be 100' minimum from .a stream or water course be waived, in view of ,the .fact that this lot is a part of an already approved subdivision. As the owner is determined to undertake any modifications to the existing site that are required by your office, we sincerely request your considered attention to this matter at your earliest convenience. Very truly yours, t /db Robert Howe for John P. McNamara, P. E. __.. ...... _ _ . TOWN OF_. PUTNAM VALLEY ,_: _:.,,:.:.,:,:.....- .,....... WELL DRILLERS LOG AND REPORT WELL COMPLETION REPORT This report is to be completed by well driller and submitted to Bldg. department, together with laboratory report of analysis of water sample indicating water is of satisfactory bacterial qualllity. 'a ='.:; Location Lake Oscawana Dr. Tax Map Street Sec. B1. Lot .Well Owner Michael Raimondi White Hill Rd Putnam Valley Name Mailing Address City or Town Tel. # Well Driller Boyd Artesian Well Co Inc RT. 52 Carmel, NY Name Mailing Address City or Tgwn CASING DETAILS YIELD TEST WATER LEVEL SCREEN DETAILS Bailed Measure from land surface Length 32 Ft. or X Pumped Hrs.IStatic's Ft. Make: } �tN Slot Diameter. 6 Inches Yield: GPM orrNummpe' Ft Length Ft.Size _Kind: 19 lb steel ,� I. Diameter In. TOTAL DEPTH OF WELL 405 Feet WELL LOG Depth from _ Giye.,. descr .ption: Pf - 1nrmations penetrated ;, =- :such-=• .. T Vround Surface as: peat, silt, sand, gravel, clay, hardpan, shale, sandstone, granite, etc. Include size of gravel (diameter) and sand (fine, medium, coarse), color of material, structure, (Lrose, packed, cemented, soft, hard). For example: 0 ft. to 27 ft. fine, packed, yellow sand; 27 ft. to 134 ft. gray granite _� `et_ to Feet Formation Description 0 8 clay overburden 8 405 granitic gneiss Date Well Completed 4-9-85 Date of Report 5 -23 -85 BZS 1 -77 Well Driller a Slfjnatu e #ELL COMPLETION REPORT 3)71 J PUTNAM COUNTY DEPARTMENT OF HEALT6 Division of Environmental Health Services COUNTY OFFICE BUILDING - CARMEL, NEW YORK This report is to be completed by well driller and submitted to County Health Department together with laboratory report of analysis of water sample indicating water is of satisfactory bacterial quality.before cartificate of,eonstruction. compliance.is .issued: - REPORT MUST BE SUBMITTED WITHIN 30 DAYS OF WELL COMPLETION OWNER NAME Michael Raimondi ADDRESS White Hill Road, Putnam Valley LOCATION OF WILL (No. a Street) (Town) (lot Number) Lake Oscawana Dr Putnam Valley PROPOSED USE OF WELL DOMESTIC ❑ ESTABI SNMENT ❑ FARM ❑ TEST WELL ❑ SUPPLY ❑ INDUSTRIAL ❑ CONDITIONING ❑ (specify) DRILLING EQUIPMENT ❑ COMPRESSED THR ROTARY lXii All PERCUSSION ❑ PERCLUSSION ❑ Specify) CASING DETAILS LENGTH (loot) 32 DIAMETER (inches) 6 WEIGHT PER FOOT 19 ® THREADED ❑WELDED YES NO CASING r YES 7- NO YIELD TEST [��j]. HOURS G.P.M. 1:1 BAILED El PUMPED Ea COMPRESSED AIR YIELD (O.P.Af.) 21 WATER LEVEL MEASURE FROM LAND SURFACE - STATIC(Specify feet) 25 DURING YIELD TEST i left) Total Drawdown Depth of Completed Well In feet below Land surfoce: 405 SCREEN DETAILS MAKE ° y LENGTH OPEN TO AQUIFER (Net) SLOT SIZE DIAMETER (Inches) IF GRAVEL PACKED: Diameter of well includiq -) gravel pack (Inches): -� GRAVEL SIZE (Inches) FROM (Peet) TO (PNt) E►TH FROM LAND flllFAl:E FORMATION DESCRIPTION Sketch i�i!g�ct location of well with distant@*, to of least two per dfient landmarks. FEET to FEET 0 8 clay overburden ? «P .. y - -• - - - -- -- - -- 8 405 granitic gneiss If yield was tested of different depths during drilling, list below FEET GALLONS PER MINUTE ATE WELL COMPLETED 4 -9 -85 DATE OF REPORT 4 -23 -85 WELL DRILLER (Signature) rte' i WELL COMPLETION REPORT PUTNAM COUNTY DEPARTMENT OF HEALTH 3/71 Division of Environfnentel Health Services COUNTY OFFICE BUILDING - CARMEL, NEW YORK This report is to be completed by well driller and submitted to County Health Department together with laboratory report of " a€talysi� flf;a,!stet.,garDple.:in .ti�g;warer.is:of. satisfactory bacterial quality before certificat_e:of r- onstcuction..compliance.;.is issued.. REPORT MUST BE SUBMITTED WITHIN 30 DAYS OF WELL COMPLETION OWNER NAME ADDRESS Michael Raimondi White Hill Road, Putnam Valley LOCATION ,(No. S Street) (Town) (Lot Number) OF WELL Core Lk Oscawana Dr & Morrisey Dr Putnam Valley 471 BUSINESS PROPOSED DOMESTIC ❑ ESTABLISHMENT ❑ FARM ❑ TEST WELL USE OF WELL ❑ SUPPLY ❑ INDUSTRIAL F1 CONDITIONING OPMER) DRILLING COMPRESSED EQUIPMENT ❑ Ri AIR PERCUSSION ❑ PERCUSSION M OTHER ROTARY (Specify) CASING LENGTH (feet) DIAMETER(lnchea) WEIGHT PER FOOT t�3 DETAILS 21 6 1] 9 ® THREADED ❑ WELDED YES NO YES NO YIEL 11 BAILED E] PUMPED Ri COMPRESSED AIR HOURS G.P.M. YIELD (G.P.M.) Depth of Completed d MEASURE FROM LAND SURFACE —STATIC (SpeclfyfeetJ DURING YIELD TEST fleet) Well 485 LEVEL 25 Total Drawdown in feet below land surface: MAKE Yir LENGTH OPEN TO AQUIFER (feet) SCREEN DETAILS SLOT SIZE DIAMETER (Inches) GRAVEL SIZE (Inches) ROM (leaf) TO (feet) IF GRAVEL Diameter of well includim PACKED: gravel pack (inches): . DEPTH FROM LAND SURFACE FORMATION DESCRIPTION Skstctbe ?act location of well with dletencee, to at least FEET to FEET two permanent landmarks. 0 6 clay overburden 6 48 5 granitic gneiss If yield was tested at different depths during drilling, list below FEET GALLONS PER MINUTE DATE WELL COMPLETED DATE OF REPORT WELL ORiLLER (Signature) 4 -4 -85 5 -23 -85 Yorktown Medical Laboratory, Inc. LOCATIONS: 11321 KEAR ST., YORKTOWN HEIGHTS, N.Y. 10598 245.3203 321 KCar S[fCC( O 201 BUTTONWOOD AVE.. PEEKSKILL. N.Y. 10566 737 -8777 Yorktown Heights, N. Y. 10598 4X495 MAIN ST., MT. KISCO, N.Y. 10549 666.3335 (914) 245 -3203. O STONELEIGH AVE. (NEAR HOSPITAL), CARMEL, N. Y. 10512 278.9330 PM Director: Albert H. PWOVarli 114. T. (ASCP) - KEN:. - - - �.� �. ...t�ATE7A-. r.T DATE RECEIVED: B 3� DATE REPORTED: Ck! A— ST SAMPLE SO RCE: �y Lab i Ry, tr)S+I� REFERRED 8Y: �JO� - � 1) i L J Collector= LABORATORY REPORT mg /L ❑ ACIDITY E) ALUMINUM ................................ ............................... ❑ ALKALINITY i y- A= ❑ ANTIA40NY'— .. ......................:...:.... ❑ARSENIC XBACTERIA, TOTAL /m• •4 ❑ BOD. 5 D. AY ............................ ............................... ❑ BARIUM OBROMIDE . ............................ ............................... O BERYLLIUM ................................ .....................:......... ❑ CARBON DIOXIDE, FREE ........ ........... ..................... ❑ BISMUTH .................................... ............................... ❑ CHLORIDE ............................ ............................... ❑ BORON ........................................ ............................... ❑ CHLORINE ............................ ............................... ❑ CADMIUM .................... . ❑ COD .................. .................. ............................... ❑ CALCIUM .................................... ............................... ❑ COLOR ( units ) ................. ............................... ❑ CHROMIUM Elm.) ............................ ............................... ❑ CYANIDE: ............................ ............................... ❑ CHROMIUM lhexavalent) . ..................... ............................... ❑ DETERGENT, ANIONIC ............ ........................ ........ ❑ COBALT ..................... ❑ FLUORIDE ............................ ............................... ❑ COPPER .................................. ............................... ❑ HARDNESS ................... . ......... ..... :................. ❑ COLD .... .......................... .... ............................... ❑ MPN COLIFORM COUNT/ 100 ml ❑ IRON ....... ............................... .. .........................:..... )(r 1'COLIFORMCOUNT /100ml ..0 :.................... ❑ LEAD ............................•........... ............................... ❑ CONFIRMATORY TEST ............ ............................... ❑ LITHIUM .................................... ............................... ❑ NITROGEN. AMMONIA ............ ...............:............... ❑ MAGNESIUM ................................ ............................... O NITROGEN, KJELDAHL ............ ............................... ❑ MANGANESE ................................ ............................... ❑ NITROGEN, NITRATE ............ ❑ MERCURY :......................... Q_ N,ITROGEN,.ORGANIC . ............ ............................... ❑ NI.CKEL ... ............................... ................. . ................ - ❑ ODOR ( U n'1 t S ) .................................................. ❑ PALLADIUM .. ............................ ............................... ❑ OIL & GREASE ...........:. ......... ❑ POTASSIUM .. ............................... ....:........................... ............................... ❑ PH ( 111.11 t S) ...................... ............................... ❑ RHODIUM ❑ PHENOL ................................ ............................... ❑ SELENIUM ........................:........... ............................... ❑ PHOSPHATE lortho) ................ ............................... ❑ SILICON .................................... ............................... ❑ PHOSPHATE (condensed) ............ ............................... ❑ SILVER ........................................ ............................... ❑ PHOSPHATE (total) ................ ..................4............ ❑ SODIUM ........................................ ............................... ❑ SOLIDS, SETTLEABLE, ml /L ... ❑ TIN ............................................ ............................... ❑ SOLIDS, SUSPENDED .............. ............................... ❑ ZINC ............................................ ............................... ❑ SOLIDS, DISSOLVED ............. ............................... ❑ .............................:...................... ............................... ❑ SO LIDS, TOTAL ..................... ............................... ❑ ............ /,i �` q c ............... 11 SOLIDS, VOLATILE .......................... ................ xREMARK . .1J -.I:Y .•. . \.l�.G. ............... ❑ SPECIFIC CONDUCTANCE (uhmo s / cm) ............... ❑ ..... ..... ........................... ................ ............................... ❑ SULFATE ............................ ............................... ❑ SULFIDE ............................. ............................... ❑ .................................................... ............................... ❑ SULFITE ............................. ............................... ❑ .................................................... ............................... ❑ SURFACTANTS ........, ............ ............................... ❑ ......:............................................. ............................... ❑ TURBIDITY ( NTU)............................................... O ................. : �................................................................. -THESE RESULTS IN THAT THE WATER WAS g1_5OF A SATISFACTORY SANITARY QUALITY WHEN THE SAMPLE WAS COLLECTED. THESE RESULTS INDICATE THAT THE WATER DID MEET THE SATISFACTORY CHEM- ICAL QUALITY OF THE.NEW YORK STATE ADMINISTRATIVE RULES & REGULATIONS, DRINKING WATER STANDARDS (PART 72) FOR THE PARAMETERS TESTED 0/y, 2T AMPLE WAS COLLECTED. N/A = not applicable Albert H. Padovani M.T. ASCP). Director / 3 Location - Street Block Building Type Lot GUARANTY OF SEPARATE SEA; /AGE SYSTEM I represent that I am wholly and completely responsible for the location, !%rorlaaanship, material, construction and drainage of the sewage disposal system serving the above described property, and that it has been constructed as shoim. on the approved plan or approved amendment thereto, and in accordance with the standards, rules and regulations of the Putnam County Depart.m nt of Health, and hereby guaranty to the owner, his succes- sors, heirs or assigns, to place in good operating condition any past of said system constructed by :Tie inich fails to operate for a period of two years irrL'lediately follo'Jing the date of initial use of the sewage .disposal system, or any rapairs trade: by -rne to such system, except where the failure to operate properly is ca, itsed by the willful or negligent act•of the occu- pant of the building utilizing the system. The undersigned "furthar agrees to accept as conclusive the de- . _termination 'of .the TJ. rector of the-Division, of �v;.•r��a ..menial_ "deal -th -= `Sze -• -" -- •i.ers` oz' "L�i- �atnain �ourity" Departmar�t 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 44xelSr 19&5-1- Signature Title JQSr4� If corporation, give name and address) s�aX aw Lam- . (IvJ5 - - - - - - - - - - - - - - 6-' PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES Date Re: Property of _Qmexay Located at 4QtC4eA24A.40 A4le4T'& Section Jl Block / Lot Gentlemen: This letter is to authorizaZi,J a duly licensed professional engineer or registered architect (Indicate) to apply. for a Construction Permit for a separate sewage system;. to serve the above noted property in accordance with the standards, rules.. or regulations as promulagated by the Commissioner of the Putnam County Department of Health, and to sign all nece$sary papers on my behalf in UU1II LAUdt K1Lit U n IJ.ti IctLL('1• ii)W tU. SUpe2•ViSe Lne construct -iun 01: Sc11A system or systems in confor•inity with the provisions of Art* '_e 14S cr 147, Education Law, the' Public Health Law, and the Putnam -try Sani- - terry Code . _ - -- (U P,Countersigned: P.E.., R.A ., n F'9S, Address Telephone. Very truly yours, :5$10 NAL ;�N Signed Owner of Property 3 NO. . o OF Ti I Address Telephone 7 7 P� y f� q 6� rY J