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HomeMy WebLinkAbout4504DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 84.19 -1 -38 BOX 34 04504 Is r r . , ' 11L.., 04504 i.'d, Sub'sry 146 -j� i s. both owner, general 'pa,re sanitary system Anstaller (see name .-v& address.bolow) rutnapi Valley Ucaner or PliraTi ae'r 70f B 77;117 'Z i pal-' cy 0 ;-%7J7 P 1 4 TUTT-31-hok- P onstrac r, f- Uct on K Xoff" r, bf f MILL ROAD in, Mill Ponds HILL L _,5'tibdivislon .(Filed- lZap # 1628) Block 05 X ajhily 'residefitial at (3) bedrooms "d�hg Tyl ) e t�UARANTY F SEVANATIL S ".1 A �3, ::Y S'f r-4 fi represent tr -a t az,whoily and responsible for the location,. workmanship, r -ic t; oi. d If -ainag- of the sewage di- sposal 'system s' e r,vi ng Ji move lescitb�d pi-opa�­ Ey, and that it has been cons . t -eucted as shown or: ti)- anor­�ved plan (-•r appr-::)vidl amandmant therato'`' And in accorda.pce witll�i n ru'"s a,-id lrexulations of the ain County Department of t:o the oi-m-ar, his suc . e­ C 8- 3.0ra, heirs or, !'-o p;"tt-.e in goa,_A opet-Ati—ig conciii . .. % f':_ - tion any part. o�­"­, C tis, f, r u c d i, Y vle fails to jpi)rate 1,C) ,said system, o v :a erjod of !:two. years immediately a f 111 i il* 11 a I i q =3 of flk'a sewage disposal `:; ot, any rea -0 such sirzi except wziere tthe f6ilur p . t 0 operate :3 :a i i,­, 13,-, rha ,lil-Iful or r.-­:.g,1Agertt . act of the occu_:51 11 J: "�z system. pant of the'builcil e, -.3m. e'jvi'j'l -A The undr-� cis c oi-icl'-isive the de- ter-mination of OiLtu, Dj.vo'c'-'or of the o If e al Health 3er- vices of the County Fit3partment of t,-,,, wl�e'thar or not the .­erar-a was at by wj.11fu.1 or negligent fai-1-ure of the jy,9tt_­1 fl, - It, - � gent , act, of the occupant of c.iiq buildirig utilizing tt'lo svvll�m. Datad this th__ aay o f 00tjabAX!__ 19 -1m i gr"k t lu e- �ident Joseph.ma 1 1. As General Contractor, Sanitary T -i t I t-a GAnatructio On., Inc -owner, System Installer, etc.1 gi�re n$jma and. adril,e s s FUM.# 3, Mill Street - - - - - --- - - - - Putnam N wl Is y-,, -W 1-0 W 9 THREE 3 ) CONIES ARE ED W.1 T.fi THREE i 3) C01) I E'S' 0 11F Fi NAL I- L"ANS BEFORE 7 �,, CERTIFICATE OF CIDMI'�:E`FION W L RE I S3 UED GUARANTOR ILS RL4UQ��D h F!Li� NQ�T.�C;4 OF DAITE USE OF SY3TEK. Division of EnviroarianLaf 'Health 'Iervices, Pui,ilaui Courii-,y Depavtrnerit, of Health PUTNAM COUNTY DEPARTMENT OF HEALTH -'�74; �Z RONME-N-TAE�-IMNI;-TiT-'--SE-RVICES-; Date Revised July 279 1979 Re: Property o Aphrodite Construction Compan. f - Y,-Inc. Located at Section I - Mill Ponds Subdivision Section Tax Map jp() Block 015 Lot 1.3 PL. II Gentlemen: (T) Putnam Valley This letter is to authorize Arthur P. McLaughlin a duly licensed professional engineer X (Indicate) to apply for a Construction Permit for a separate sewage system; to serve the above noted property in accordance with the standards, rules or regulations as promulagated by the Commissioner of the PUtnam County C31 Department of Health, and to sign all nece$sary papers on my behalf in VUA1JAt:!CL-tVJJ W-LL11 LILLS 111EILLier anti to. supervise Uie construcciurt of said system or systems in conformity with the provisions of Article 145 or "4 - 4rr = en ----ha­W'- 4h6.1 N 1 Rt7vi1ea1t1r -navy --mod-- e�° smi tary Code. Countersigned:, Very truly yours *.For Aphrodite Construction Company,, Inc. Signed Presi ent 9Wner of'. Property 2 L zQ A Ai- Address P.E.S Telephone Addre- RMTEM F o WIC LLMONBUR FROMStRIONAL ENGINEER MajWWN p OAD. R. D. 5 1 0&09 (91h) 229-698A Telephone See, IIAU-Idavit' - Corporate Owner A-pplic-at-i'dia,11'.. on.. file' with the Putnam County. Depa'r�m0nt of Health") 0 DEPA T PUTNAM C UN'IY R MENT OF HEALTH - , ^ I)TVISI.ON� OF ENVIRONMENTAL HEAUH SERVICES -COUNTY. OFFICE BUIIDING, CARMEL, N. Y. 10512 . DESIGN DATA SHEET- SEPARATE SEWAGE DISPOSAL SYSTEM FILE NO. Aphrodite-Construction RFD. # 39 Mill Street Owner Address Pond oad Located at:. {Street ' n w;. Kn 1 - 12 Block _Q5 Lot n 1ca e_neares 13 _ cross: Filed # f 6z8 SECTION. ONE. - Milw1 tPoncs overland (si,deh.l� } evsntualiy Municipa y 1T Y Puttu .-.Ya l v .. a ers ed „bj.xj :..n � . :...SOIL .PERCOLATION TEST. DATA ..REQUIRED TO BE SUBMITTED. WITH :APPLICATIONS hole Number... CLOCK....TIME _ PERCOLATION PERCOLATION Run Elapse MptH to Water. Vater Level. No.. ....':_..........:..._.;.;:..'. Time From. Ground Surface .in.Inches • - -Soil Rate Start =Stop Min. Start Stop 'oP in Min. /in drop Inches Inches ..........::............ .. Inches 2..... - I,Y;:... n .f �. a ng 3. Notes. 1) Te`ts to.be repeated at same depth until approximately equal soil rates are_ obtained at each percolation test hole. All data to be, submitted for:rs iewe: 2) =.. Ipth measurements to be made from top of hole. TEST.PIT DATA REQUIRED TO-BE SUBMITTED WITH APPLICATION DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES DEPTH HOLE NO. HOLE N0. IIC � NO,. :.r;. pn- .:..a� . . " f . r o-,. - c � .,,`r: v:.n .+ .w � ,. y � V: -. �T- a•►%i2T?.= '+�':- r..+s -.- -- � o � «... rc ti..+. c.: zu , 1:• ' 'u G.L. Deep hole logs..on file with.Department,o' 6" 1t should be noted that plan calls for cut in the area of sed.s. :� This:is because it: was found that when the over ur en.; ;a a oe of 12 n t � h11l -J cle i g removed, the material - encountered is much more _ 18" absorbent.,.. similar to the bank -run found throughout the site. Under e circumstances, even thougli n new de tests 'were performed,_ t..is opined that. the system is overdesigned, and that any'percolation tests would yield rates aster. an. 5 36" Further with 'the ins allation of 'the Swale above the top.. of cut i o i i _ 4211 lot, naiaM nenesss even during the wet times of the year.* There is no 48„ evident "e of mottling in the. en -sitiu materialm 60" 66" 721 781► . ". . 84" INDICATE: LEVEL AT'WHICH GROUND WATER IS ENCOUNTERED. n/a INDICATE-IZM-•TO-:WHICH WATER LEVEL RISES AFTER BEING` ENCOUNTERED "n /a TESTS MADE BY ra..�op,d..`. i -.tVa.. e - Date.. s miycell npous off_, np _PV_ > -1 t ��alUl� checked by Soil Rate Used 'F t- 5 Min/1 "Drpp a 40 500 sf. S • D. Usable Area .Provided ' � 1�ri;;�eter :900. ,:11Ana;.. No of., Bedxooms hree Septic'Tank Capacity 1000 recGals. Type, 'Eastern Precast Absorption Area Prov ed By�_L.F.x24 g361, width trench. Rame Signature Addre83 :PR•QFE8s10NAL' ENGINEER. SEA n THIS SPACE 'FOR' USE' BY- HEALTH DEPARTMENT ONLY: NFa ro Soil Rate''Approved ' " °°- _. . Sq. Ft /Cal . Checked by ,oRoF c a 7 Afft-HUR P. Mrw "UGHLIN jt. MILLTOWN ROAD. RD NO. 9 104wayaL NUW YORK toso (914) 8"-608 Do t$ R 0, vi se d -AJU 47 U04 `�GLO I .Skn- VARY DISPOSAL SYSTRif tUPAIWD FOR: AphrodLte. Cons, trug For Part a 1 4 Lpt 3_ =,Z11 �d4:,Sj�2.M N -on m! .1 Zond. Road t Knob As Described On PoNDS L&hjjdA.MaP 1628Y rm 1 x) - I IAL !Qq_ LQt, 1, (T) kUna,% VLF (C) Putnam U .94W TOM AU, Wit W :System to equaist off a (join'. goo gallon Ion gwrt-sx. ta-s t_nnh giollove reco L Mon qVIR -_Ah .375 Lineal f _V&t0h --of ­xj /16" per _f —0 0 t The j .0 la J the Health Code, -444 t,, 001"k to be -.6ecord iw�ce with Table Inverts. r.9 tek on and attac hed part of this spsc.i 0#4 116, k► .� Ina 1u.4ed h6re*ith, and awk4o fjcati dai-4& * Uch - part,, i...9 pliim 44"40411td- 6quaV1$-_gof6rA, the work to be perforited. a. -n sce c ordahoe with the rule SO tvil to be installed i Of tiie, -'Poutnam CountY Department of' H641tb, Division X, ZIX s �x Health 4erviae4, and the Now T-ork State Diepartmq�nt of iTh of Sanitary ring*, 4; 4 d. System shall not be backfilled until inspected by U40 rt. ftgi"Mmiok� apdtie Health Deps meat. Final grading'to be, 00 a of .a -0 before the iseuaac* ustruction Cdaplisoce Cdrigi6 9. See Putnam County Deppr# i te- pest of Health MMRANMM *P:­P� jt� 1 e #u Pe .AcernJA _p_..aAd,.Ro lations- r_ 911 aid 6f--jVdiV'iduaI 'Htusiaho Id ­$eva go, f For typical details, reference the WASTE TREATMT KANPSM-' XKDIVI,DUAL HON S'EHOLD SYSTEks as published by the New- YOrk 4 jo!artment of Health* Division of Sanitary PoSizoerija& - seeiQ int f Ju1Y 1977 or later revision therefor•, Attention it irl$., Avited to the: f olloving applicable figures which. pirvo ftd.,Iudod, fter aB details (reduced size copies from the first printing Of blicotion): 1 A-boorptio'n Pield, Separation Requi"ments 8 44 House 'Plupbiug, braia and Sewer Connection to. ptic .12 Typical doacr6te Septic Tank 15 8 Distft-bution a" Detail 16 9 sok-itattribution Detail 17 ' Dro KaWwle Detail Ption trench Detail .0.1ications for revisions on sous a oeirld6-tio'ns 64 .sewage disposal system;, ko F M -I 1G* !WCT (W ol M 10N S-0`01-0-M P-D. FOR TlMft, PRO U�� yr M SZOX N t � t �c V!Y'.V YG!�Q 'A• / ®dr : ®tl�b!6"+t� *'d �V ® - ��!?YM'W11. .s fix° a1.csbg9 Gyre eabaittd fog' Saab b ®fore1 .j��d ^,cos $$b$ p.,�_ „r o°d02' o �. lIn�%ff8' f' �t$1 lBA on bQ6J � �te�' Piers hG E3L�9 ®Q" shy ve 19 Etc o Also, if a curtain drama $ to he in®$sllod9 its docent Aso iaeo o Pipso. et9be, etc are 'to have' appropriate ;E information supplied for approval. o There are no wells lass than 200 foot sway at a► looser olevatiog An the direct lino .of draimapo nor within 100 foot at a kWhor elevstid fro© the pDoposed sanitary dii;spooal . system, location. je 34ould Maaticipmted 'Ledge reek, snd /or a non — conforming ground ,water table occur during construction, use.fills and/or a curtain draain, to maintain state standak4s o h.o Note that the area roserved for the.sewage disposal system can accommodate the the fields and over 50% ex�►nsion'to the system still maintaining the required setbacks and separations. All w1nimums CM8 can be scaled from the plan) are just that; in any case more sepa►ra.tiom is encouraged. to Roof and footing drains are not to be discharged in the vicinity of the-sewage disposal system, and are to be discharged to grade. If a curtain drain is shown on the plan9 said drains can be routed into the. curtain drain, however maintaining the required offsets from the Sewage system. M. House is to be positioned high enough such that waste can flow by gravity from the lowest house receptacle to the septic tank, and-thence to. the box(es) mnd ' laterals, in accordance with the grades in the Gode9 and in conformance with the invert elevations shoran or scaled from the _;plan and profile. t f u 1t Via r S stem rev' us a oved we 1.1 is � x X x x MAC xx�xxx�cx - - - xx��xxxxxx oa Drt.vava,y access to the duelling is not to oncroach upone or inter- fer® with the area reserved for the system. The sewage deposal fires is,,to be thoroughly cleared and grubbed to remove all tree roots and , ? boulders as might interfere with the installation of the system,, Hov.��er, no topsoil is to be unnecessarily removed (stripped), not is area to r ®c ®iee any more receding than is necessary. a C a arantoes required by the Health Department are to be signed, copies each, by (1) the general contractor, and (2) the septic y6 tom uWaller, it is the responsibility of the general contractor _'4 , :,.sscure' the necessary paparvork from the septic .intaller, well drill®, %titer labs etc, and see that satso is furnished to the engineer for tr,bAemitt6v1 to the Health Depextwent with his required "as--:ibuilt4° o ti o Note that the ovaor can, and sometimes does, acct &a F, I contractor in his own bekabf o f l schow is as f ollowa s All f loos, including laus"ry vice-too, t® was throuffA the septic tam where the solids otl® outs From "O'l _? t settl ` sera flow pZ880® into the first s where it is 'Qd into. latera , and any ov®rflov permitted to flow into bseq n$ laterai°ls otco prov iaion for e$ on Unturo) in tho 1 . 'O` additiotol laterals, is as shown on the PUU. = ' ®r gwration distancea that aro not ka 9 or cvmPt. be sCaa d thg p1 m, o cult tine desigm engineer or the Ngelth 6 rtmltato e is to � ti n setting all components of the Sy et, . r, _s _ 1 9 e -A , 4-00 Yvan^ u,,,Avmwr111111 ..� �V , SA 1 t tee tip 4 y 'At 46. V _4 .10,00 Unt.,t-i-dt #8 to be A. *orlfr.-tUt. 'the. plug _13a the bottom of teak `r grou. -o in 'bof,6re the house 6 b6 AW nit, "Ou Al -Aj*,AQ,11%j4 V. dtlhb�r t ►Ve'i t16 -mallit In "tort r -gh � In View of Vr tncimity to found"J,66. (footing) draipat and carte d. the The footings o to'bei —4- bel 6-P the &V & c a b10 T boxes are XW,9 of all laterals are to be'-plugged.. us" mtic Systes'are to be .�ac located A 'bccul'.. &.space,intended for o be.,r to.,pr'ec u o jatain required offset di tones fro6 foundation,—property li jpat*. ft, 'betwe 1atera -19, etc U. In tho, event that the h9uset AWIM or septic systeM is moved elvdNIV -at 96diervas the right to k-eq, ow :_tue. Nes-Ith Do' tim .,a 11 PoIr 6�" idi. ;dj I design: t4gether with new test infoillitifts- be o DO= any c6 -j s contemplated check with 9r, h4olt,4, department. Shoul-A_ the. number of bedrooms be deoreo#ed to a'. tisiee (3)i there will be no further downsizing of the 876t V4, -apes pal, T ;raphic informations., deep and percolatoon hble IOMU9.1.2 by consult engineer for Ue-t /stadia m0tliodi- w RmAtimso The w3d�, 'length of any lateral is 60 I-f,.UUleGW0th$,r.*Li6 d, Ha *ikftancos of the Health Code are requested or -r- eqn;L.-roid Locat�ip ' m. ir best septic taak earl be alte-red to take advantage the plulzi. ton to the ftelling; however, the proper offs0t distaLneed b4 maintained. ywt installer is to telephone both the deb $h 4ngl, e '1144.1th.-De part oent when the total ( Aepbse I _Syetp AY for tt, 6nt. and after 04 wall is drilled (if app 00).,* Befor, id inspection is called for both -its as O f w6rk should. secomp Al ro a A 4r in the plan, including the cstron horse r watortliw to:. .the 4044� 8hpul : have been rQ dindn's u a to A r gkt wit], 0 0*4 heel; i6ncr6achm* tj h t6 mutual itt h Depakttout-and tho, do's- -,#a iu 4�t�, t6 �e&lt Z, 't the sy om A to ins e nod-W Ific 48 hours of 'tiWoho ` _At he.,.t: #ent. that a. t e le phone call is not possible,* t UbtificA tie _tjon be f Jt3hod to the addre" of theo4gi �t� oil urn o U[n fidicr sheet 1 of this specificatiQu) .-apA to. the :He* Ith eF'ry it', O construction permit fo r m for addre$14 -:v Se o additional appropriate -notes on the following two documents f i ep ;wit] h - - thq !County: V. at th e fClerkls Office - Filed Map # 1628 - "Section One-Mill -Pond 511; mi J at : .the - a two page Integrated Plot Plan*' 02.,. tfie i Health Depa chasers of lots are to be furnished with a copy of the above two P 40dument a* X6 Ca The prredi ted on the house p OM Ian fg"r bedro -,'ling,,, per' ��,plan 5351 by Herman Prepared A mzl, ,:, '15' ',' k Architect; 66.-modified by 7 47 , r a s.goheral- & d Uzi :i (NOTE: -!Add `400rr to put elevations in plan datum) PROFILE OF SEWAGE DISPOSAL SYSTEM Lot C6 = Mill Ponds (aeka_ao TABLE OF INVERTS) _ See Plan /Section F- ITEM DESCRIPTION I RTS Per datum _ - -- -- R S „? Inl,,6.t Lateral Outlet First floor to be set @ .40.6+ House Connection /� ffiin76. 4mino I1 ! Septic Tank 380 9,9 _ 38� 74 900+ ale OOOrr g min./ 1,000 galm rec. 411 PVC Tight Line @ 1/811 /9''amino j. Distribution Box 3806'9 — 38053 All.outlets M@ same elevation 4" PVC Tight Lines @ 1 /8rr %; ft o to remainder of system (ioeo to 2 sub - systems, and expansion in { ` SUB - SYSTEM I: future, if necessary) 9 ' li Overflow Box A ` 38044 38°11 38°28 4" PVC Tight Line 1 /811/ftro mine Overflow Box B 3802 30 6$ 38005 .@ rr n Overf low Box C 37 .- ',8 37.'65 (rj1 Subsystem II. :I.f Overflow Box D 37 m 79 37-46 37-63 t'. Orr PVC Tight Line @ 1/811/f t min. Overflow Box E 37 546 37-22 37040 +' Overflow Box F f 3.7.3 37-00 i c • _r t yl EXPANSION (Future) Ample area is available to the south of t.he; driveway and dwelling to install additional fields n C keeping with the Health Code, however it is:`opined that same will be _unnecessary in view of sub;` r., �+ surface soil conditions. 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