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HomeMy WebLinkAbout4483DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 84.19 -1 -14 BOX 34 ti I �� I�- i phi., Pit �. TNIN '� r 16 = k IN IN r� a.v aa�t7ua vv -AI. a ✓a.a r sa% a araa..a I a va a1L:"ML L:n1 ':' ^- "- I d V� Ito Division of Environmental Health Services, Carmel, N. Y. 10512 U,S `�� - %�� 'CONSTRUCTION PERMIT FOR SEWAGE DISPOSAL" SYSTEM �/t- ``�C'� (T� Putnam Valley East side of Mill Pond Road on North & Pl• Town or ��llage Located at l Let '2 Tax Map # � %f7 Block F i�e8,r sides Pf . rV2�— �eil�'��V'�„�'� subdivision. MZZL PONDS - Section Z (Filed Map *) Tax Map tit # 2 1628 i Owner'A.=�irb i t UnnGtr ictidrl Co.,- 1nC. - Address dS Subdivision. RFD 3 j ! Building Type 1 family residencgot Area 0.350 acres Mill Street, Putnam Valley NY 10579 Number of BRdroom ;" Design Flow 800 gpd Total Habitable Space over '�50Q Souare Feet Separate Sewerage System to consist of 000 1 20� Gal. Septic Tank and a (3 ) ( $ 1 x 9 1 )leaching pits To be constructed by _.q am0__aB OW11er Address _3anie aS a oye I Water Supply: X Public Supply From Community Water srystem on site (Mill Ponds Water Co.) Private Supply to be drilled by Address - ..._..__ Other Requirements Re.r— per._ specifications, and appropriate regulations and codes .I represent that I am wholly and completely responsible for the design and location of the proposed system(s); 1) that the separate sewage disposal system above described will be constructed as shown on the approved attachments hereto 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 Commission - Dr of Health will be submitted to the Department, and a written guarantee will be furnished the owner, his sucgessors, heirs or assigns by the build- -r, that said builder will place in good operating condition any part of said sewage disposal system during the period of two (2) years immediately 'ollowing the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto;]?b{ its Augupt 23, 1978 Signed r P.E. h R.A. Address Milltown Road. RD ig Brew6eri, License No. 043952 PELS PROVED Fpl; CONSTRUCTION: This approval expires one year from the date i construction of the building has been undertaken and is icable for cause or may be amended or modified when considered necessary by th CommissiorYpr of Health. Any change or alteration of construction Aires a new mit. Ap!oveed�)forr diis osal of domestic ni y wage nd r ate i supply only.. , G U — By V Title F , PUTNAM COUNTY DEPARTMENT OF HEALTH �Divisfdn of Environmental Health Services, Carmel,. N. Y. 10512 CER T IFiCAI E "OF CONS � ".UC71UN_'COMPLIAi *JCE FOR SEWAGE DISPOSAL SY'STEINI (T � PLitnaiCl Va�� e�T Mill Porids Subdivision Section I. Tam!Iap 120 Town or Village Located at Poncl °TiP�r '& " hTill Pond Road " Section Plate lI Block 05 Owner "Anlirnrli'A (Innst.runt- ion Co.. Inc. Lot 2 Job Separate Sewerage System built by .,iron. r n q general t' n11 ra atorAddre,, RFD 4 J Mli11 St.-, Putnam Valle Consisting of 1500 Gal. Septic Tank ` lnree 4? � 'l ntrl .Iine r,KP,1 9," seen�e nits �° WK1ttti�+t n2h�1 Other requirements Eastern Precast octa Tonal of wide top, 6u -7117 at bottom CD Water Supply: h Public Supply From r}Iill Ponds i(Jater Company ® eorwunity water system Private Supply Drilled By Address Building Type 1 family residential No. of Bedrooms f our 4) Date Permit Issued e Has Erosion Control Been Completed? Yes satisfactory stand Of brass already in place. I certify that the system(s) as listed serving the above premises were constructed esse own on th plans of the completed rk (copies of which are attached), and in accordance with the standards, rules and regulations, plans f' it is by e P am C Department of Health. Date November o, 1979 Certified-by I N" r p,E. X R.A. License No. 043952 'Any person .occupying premises served by the above system(s) shall promptly take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of. the separate sewerage system shall become null and void as soon as a 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 Co issioner of Health, such rev cats nn, modification or change is necessary. Date �/ �' By - " I-' Title PU TNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES Date August 23, 1978 Re: Property of Aphrodite Construction Company, Inc. Located at Section t Mill Ponds.Subdivision Section Tax 'Man 12013lock 5 Lot 2 � o Gentlemen: This letter is to authorize Arthur Po McLaughlin a duly licensed professional engineer X (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 L:w1uCt2 LJ.wJ will Uuti Ma L Lel' EMU tU. SUpeI -VISe LnP C0I1ST:VUC ClU11 01 Baia system or systems. in conformity with the provisions of Article 145 or 147, Education Law, the Public Health Law, and the Putnam County Sani- tary Code. Very truly yours, ° For Aphrodite Construction company, Inc Signed ��,, _ - ne Pro er Countersigned: T a Address P. E. AWM X 04395? Telephone Address o'MC GNLBW pprj BBICNAL ENE30HEER ADLyGWN ROAD# R. D. g (� See "Affidavit ®Corporate Owner y, 10309 Application ", on file with the Putnam County Department of Health ") Telephone . Sheet 1✓ of AtAP`REFEREMCE: TM 120 * BL �„ LOT 2 * P1 # II .r ARTHUR P. Mc LAUGHLIN i� PROFESSIONAL ENGINEER - LAND SURVEYOR ** As Contract Vendi Ies M o fll,fo?Rompany, 0r Gene..C_v Inc. c or = a`eTlfi;ic S"vsT BREWSTER. NEW YORK 10809 J -- Installer {1SPECTFIa �f CATIONS FOR: (914) 279 -6990 DATE: ,August 23„ 12Z$ r �ISANITARY DISPOSAL SYSTEM PREPARED FOR: jig. & Mrs. Joseph Marinelli For Parcel @ jjTTd L..PQ11 -... g As Described On Eiled M§D (T) - putnaM .ValleX (C) Putnam (S) New York a. System to consist of a .__j_ o0Q gallon (min.) septic tank, with 10200 _ gallons recommemTeT, and seepage pits as described: I 0 The profile of the system is to ne in accoraance wz.zn zne and inverts can be scaled, or are as labelled on the plan. 0 b. Included herewith and made a part of this specification, is a 10 scale plan concurrently dtd. Each part, i.e., plan and specification, equally govern the work to be performed. c. System to be installed in accordance with the rules and regulations of the Putnam County Department of .Health, Division of Environmental Health Services, and the. New York State Department of Health, Division of Sanitary Engineering. d. System shall not be backfilled until inspected by the design enginee and the Health Department. Final grading to be occompliskitd before the issuance of a 1,Construction Compliance Certificate ". - e. See Putnam County Department of Health MM40RANDUN as dated 6/1/76, concerning "New Rules and Regulations Pertaining to the Design and �$•41.a•4.b�,nv -o.>'m - uG7i�. lb4i6t. eaP1. LLJ. 11.,-. w�.`' j. c�D_ 1: s ,.:-- w- .:;� ".._�.�w..'_.- ';`ie' f. For typical details, reference the WASTE TREATHM HANDBOOK - INDIVIDUAL HOUSEHOLD SYSTEMS, as published by the New York State Department of Health, Division of Sanitary Engineering, Second Printing of July 1977 or later revision therefor. Attention is particularly invited to the following applicable figures which are included herein- after as details (reduced size copies from the first printing of the publication) :« jae Fi,&ure Title ....._,,.. .r 2 SEEPAGE PIT SEPARATION REQU IREoMMS 4 HOUSE PLUMBING,. DRAIN AND SEWER CONNECTION TO SEPTIC TANK 12 6 TYPICAL CONCRETE SEPTIC WANK 17 8 DISTRIBUTION BOX DETAIL 23 13 CONCRETE BLOCK SEEPAGE PIT DETAIL, 26 14 PRECAST SEEPAGE .PIT DETAIL ;See Latest printing of the publication for revisions on some details. g. For general specifications. on sewage disposal systems, reference the "RULES AND REGULATIONS FOR THE DESIGN AND GONSTRUCTION OF SMALL SEWAGE DISPOSAL SYST04S AND RECOMMENDATIONS FOR THEIR PROPER MAINTENANCE119 as published by the Putnam County Department of Health, Division of Environmental Health Services, and.the aforementioned handbook of the State health Dpt. Also see same for appropriate separation distances. SPECIFI miLL iUiND6 m ,section I S FOR: Subdivision Lot ;� 2 Sheet 2 of 1h. Catalog cuts, shop drawings, and /or other descriptive literature, or 1 samples, as applicable, are to be submitted for approval befor install. ration of the system for: cast iron &--;,joints, septic tank, tight pipe, distribut ion -bo_, ( ) ` _ ;-rushe..d..sto.ne,, :waehed 'snd".coars€..'.gra�r9*l', ;c.loan sand or pea gravel, seepage pits, and cover with manhole, etc. lii. There are no wells less than 200 feet away at's lower elevation in ',the direct line of drainage, nor within 150 feet at a highur elevation, from the/ proposed aanitary disposal system location. j. ShoulJ unanticipated ledge rock occur during construction, and if there exists a non- conforming ,ground water table, an alternate 'design.must be considered, e.g. shallower pits but. more thereof. f k. Note that the area reserved 0Pox• the sewage disposal system can accommodate the pits and over expansion to the system still meain- Itaming the required setback: and separations. All minimums (as can be scaled from the plan) are just that in any case more separation is. lencouraged. I. Roof and footing drains are not to be'discharged in the vicinity of the sewage disposal systems and are to b4� discharged to grade. m. House is to be positioned high enough such that waste can flow by gravity from the lowest hou::;u receptacle to the septic tank and thence ! to the distribution box snd seepage pits, in accordance witt they grades Iin the .node, and in conformance with the :invert elevations shown or ,scaled from the plan and profile. in. Driveway access; to the dwelling is not to encroach upon, or inter- j fere with. the area reserved 'or the system. The sewage disposal area is to be th•orou� hly cleared zind grubbed to remove all tree roots and ,large boulders as might interfere with the installation of the system. However, no topsoil is to be unnecesaa.rily removed (stripped), nor is the area to receive any more r egrs j�nF than as necessary, P Qv,de mho for its under the d4vewa�; (i.e. 2 & 3) as necessary to inishedgra o. Warantees requirFo b she Healf Department are to be signed, thee© copies each, by (1}y. the general. contractor, and (2) the septic syet- em -�irs- tai- a:1��r.- - I-t•�is- '::�:�. :•espai�.s�;.:2; t:y� �f'Ft`iie`�gener�`t -coiitra•ct'or to secure the necessary papervf'ork from the septic installar, and see that same is furnished to the engineer for transmittal to the Health Department with the engineerlo requires; "as-built" information. Note that the owner can, and sometimes vices, act as general contractor in his own behalf. p. The flow scheme is as o' Lows: All flows, including laundary wastes, are to pass through the septic yank where the solids settle out. From there, the settled sewage Iflow pasoes into the distribution box, where the flour is equally split an.? directed into the various pits. tqX . Provision for expansion future in the form of additionahhl pits, is as shown on the plan,, with r °rs any i hpaz ox s L inces steam by dnn eknowne or cant be scaled from the plan, consult the doaign engineer or the health Department. r. Diligence is to be taken in setting all components of the system to f see that flows are balanced, invertr7 appropriate, etc. Hydraulic testel are to be utilized by the contractor to verify same. Attention is to be paid in setting the septic tank to verify that the pl-Mg, in the bottom of the tank remains in place, anti it should be grouted in before the house connection is made. Care is to be taken in forming the joint of the cast iron, and in connecting the other tight pipe, to maintain watertight integrity, especially in view of the proximity to foundation (footing) drains. The tight pipe under the driveway is to be cast iron.i, es e. .7YLitilr Lli lL "1V a rvk(: 4U- MU1V161V14, becr.1012 i baeet j or s. The. footing of all boxes are to be set below the frost line.. t. A.t1 components of the septic .system are to be accurately located (staked) to preclude occupying space intended for other uses - and to -ox- �",R� -F ti G 1.' 7•` rs aca- - e.[ t. C1: -, i.r;a. .caa= -•tc C... �.S'(`- -,°^+ r. space between =pits, "etc. u. In the event that the house, waterline, or septic system is moved sighificantly,' the Health Department reserves the right td require a new sanitary disposal deli . together with new test informations, be submitted. Befor,0 any c- is contemplated, check with engineer and 1 or "health department. Sh the number of bedrooms be decreased to less ,than. `three (3), there eha1l be no further downsizing of the syste permitted. v.' Topographic informations per filed integrated plot .plan, as had been prepared photogrammetrical.ly. See said plan also for deep hole and percolation test information. Consult engineer or surveyor for benchmark in-formations. W. Igo. variances-., of the Health Code .are requested or required. Location *tank of the septic +tan, be altered to take advantage of the best plumbing connection to the dwelling; however, the proper offset distances are to be maintained. 1C. Septic system installer id to telephone both the design engineer (.see sheet 1-for phone number), and the Health•Department (@ 225-W?) when the total disposal system is ready for inspection, specifically, the cast rR on'"louse connection should have been made, as well as the waterline etc such that it.can be demonstrated that .there is no mutual ]E �terference between the water and sever, etc. Both the Health Department and the design engineer will attempt to inspect the system Within '48 .hours of telephoned notification. In the event that a te.l - phone connection cannot be made, it is suggested that written noti.fi- cation"be furnished to the address of the, engineer.(see plan and/or sheet 1 of ttie specification), -and to the Health Department (see Construction Permit form for address). �_....a �..__ _. y...- - �0mm:�i�y= �a- t�= syst��a -��- _•ems �s - =-en• -ed -� red-- �t-h�`�.��1 �•s -. = �..-�, 'Water Company. z. See additional appropriate notes on the following two documents filed with the Countys 1.c at the Clark's Office - Filed Map # 1628 - "Section One - Mill. P dal 2. at the, Health. Department • a two page Integrated Plot Plan. Purchasers of lots are to be furnished with a copy of the above two documents. aa_. The design ie predicated on the house plans for a L91 ur 4))edroom dwell MEging HOFr �RS INC. Design No garage 2254 - note that family room & . f loor are on. a slab on grade, Q higher elevation . than pits (& tank),- & in that there are to be ne footing drains closeby, an offset of 10' vice 20' usually required, is permissable. Prepared bys Arthur P. La , E. L.$. New York State license # Y43952 V, � ' �'� +r �-,°�� �'�' �,f# A..e �< '� s - rn '� ._r., � t: �•,t �" �- h"'�`a`}�.+ 'd''"',,`� �Kt' .s� .g �? •�,.. ° � 'y�� �''•. s °...� S� c - .o,�ry... "; �{ , §a k� 3 "rx• �'; -,� 4�,w✓ .' �h' xr �•9 - €' �" - a`s t 3`°x7` ,.: g. '.s.���- �,,,� - t; ,r r � „.p.� a z `~t, a .'� �' v � . ,� °,• Y ct� c `'+5 „}''s �. *'t v..r t }'r a4k 3' b ,� s .- P<"':..%.�.,� §a�-r- # 9 a P^ iaL"f'' a3 • -`,#'- ha .a r 9k+. 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IVA mill 2 'rry, wt �7 _ c .� #S`i yr ' s •� c r u � � ,� t t•a °� b , t t n Pon SVBDIVts' ON 3601 3�r� ot e � 1 C ,a ..0 s,. )i"' �+nkrutat tevea f �. - M'^� #- 4�` d t t tG`t` •�r � t 9 s �'' r g. r � Aii vY. °.'Y"`rw, x° r. �.r- "Kert,� �v'' Y da .. - '°�ca5' �t =',d' p° v sbK '�mr s.N.- • e.. r �..5 �..., t,�. ' e r y n • Y f f , ,w.k�� i• i..`.,. +jy^, .. q.w 4rt-.+ ` 4 f +q�qr �� y'i k 1{ ` � yr�,, � !'i YyN. q1 Y rely alro-c F. t• �I >F -�� r s r •' o- .�+N1v� kF �1� - wtcar,d z,. �,. s r# 311 �,�.�'- ^,_.- �. -..ii t' e +�� �' tW a dNr'�'s� 4l+, .J � � "ter 1� a � "r >e j�k � ,_ r d....•� rt. 'n v °,�`� ��ik$' �,{ x L � • J x } a ,jc'""'�- y,.�." n .nN - .. -.,,.a �- •�...s' ..'rte .a' �'. ,. - ... ,- .- .�..„k,,,�r •, ',r3' �. !}OLSi ��.ti!^�3t'ic,+'�N�i1�V AND 4�:>'iER1:4KiiiS.i K3%d tG ItUG TA ^Ji, a v .,.r?%'fn"`3`�� %"`.y�'�'4,� 's-._. ''� �"�r:t'r�c `,", �'la`���"m� ^+� `.�; .GL,I�.. ,G �• '��• t •�+� r ,.2 ,`'ou ;t T- _'�s''L`.uP -°"�j �.y, -+. -s ;.a �,%� d>r'Z `�' .- _= ae=r.'..... "-' ._ `� .r S 1 K 4" Xv x � �C r t r � r � � : �• 4J a `� < k '"' :�l�t 'D�ks � •,n Y:I �:� � E �r e" a I � r ,� � r & r 1 o I ..ARTfiti7!'trP.�Ma1 iiGf{ � At�t sh t, r tfti Sa+evt 5�'gT�` pM �,,. s . • S ti � �3 � 4i> � +� � o M1 � ,talik� �vt�+�..� eYi �Rh ��35� +'�3 M �„�%"i ,,I�g�p+:' !�•, !may `#+• A i 644M+i+ "1? 4 a o wER' ApAvot . ` 14 M A "VA LC ?F 1.1 z s °lie '®r It h' r " r r,t r M` M i `^. � w "•� k' � r., '- ." a -fit P � �d,� 1 1 11 n�'y � '",... a PUTNAM COUNTY DEPARTMENT OF HEALTH i DIVISION OF ENVIRONMENTAL HEALTH SERVICES . - -. - • �0 FFICE-:3�U � ��:� 4 r: =�.� � �:�;:: ;�`:�s =.._ n a: �°•w�.a .. DESIGN DATA SHEET- SEPARATE SEWAGE DISPOSAL SYSTEM _ -FILE NO. Mill Ponds Subdivision' ; MILL Stef Owner Aphrodite Construction Address Putnam Valley, NY 10579 Locatedoat' (' reet East side of Rill Pond Road Block r; & West of Pond VI ow ica•e neares cross s ree pl. II Municipality, (T) Putnam Valley Watershed Sidehill drainage sloping towar Ponds tributary to Shrub Oak Brook SOIL PERCOLATION'TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS Hole Number CLOCK TIME PERCOLATION PERCOLATION - apse Depth to Water a er ve No. Time From Ground Surface in Inches Soil Rate Start -Stop Min. Start Stop , Drop in Min. /in drop Inches Inches Inches 1 See "Integrated Plot Plan - sheet 2 of 2 ",- SCHEDULE OF SEWAGE DISPOSAL 2 SYSTEMS: For Lot # 2-- Krea = 1 5,20 se . 3 . - , 000, 8. P- eT1'nlati nTj Rata 0.5i mi 5 Seepage Pits - Required Absorption Area per Bedroom = 167 s.f. 2 _ mh.nr�f.nr. •.- a ° f.niIr "h4tirrt6l ..,- - 3 Provide Three - Pits, then each pit must have an area of 222-66 s-9 resign Check:-U6e M &�M Pits -.81 diameter x 9 feet deep. 5. The circumference, of same is. Pi. x. D. = 25.1327 l.f. /ft. of depth 1..' The to u red de' th i s 'then' = -222: 66 = $.8586 feet . ('8' -1011) 2 3 This calculation is to the face of the pit, and no credit has beea. taken gov t-he botto-m area. i4buch is also usable, as well ass UP .stone circumference outside ring. It is opined, by the design engineer, that three the design flow. Notes: 1) Tests to be repeated at same depth until approximately equal soil rates are obtained at each percolation test hole. All data to be submitted for review. 2) Depth measurements to be made from top of hole. TEST PIT. DATA REQUIRED TO BE SUBMITTED WITH APPLICATION DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES e :. edy . a—' ljll lai V'.� . � p. ..'.� by --..� -- 'iD:yo �... �' ^r .q� � ;:y ..•;Y -� I.; • ^Ltn_ •,�R -^ 12u 18" 7 it 84", ... INDICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED isn't INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED v n/a E - -- P.•-$Y� _ - Rayne Soil Rate Used qZ Mii 1 "Drop: 3, 000 sf S.D. Usable Area Provided as required 1 min.. # Recommended Ro --f—o- ,000 ndo or No.. of Bedrooms f our Septic Tank Capacity 200 Gals Type M &.M Precast Conc Absorption Area Frov ded'By XX . Ot r Three pits Each, 8' diameter9 9'. deep, - space*-- w... .512C ear t e IaAI� a Artls�ISaa s'taat lgna ure NF. Address' PROFESSIONAL ENGINEER V S��VP' C ti9� MII1TQW14 Rh4b, R. D. 5 -SEAL P .., • gRE'�LTFR.,. THIS -SPACE FOR USE,BY HEALTH DEPARTMENT ONLY: N Soil Rate Approved Sq. Ft /Gal. Checked b Fa no ,' e