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HomeMy WebLinkAbout4485DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 84.19 -1 -16 BOX 34 ;, IA 1� A ■' ■ ' � , ■ A - i T V I ` r ■ �' F ;V. `� �'� I PUTNAM COUNTY DEPARTMENT OF HEALTH Division of Environmental Health Services, Carmel, N. Y. 10512 �K=�riiFti;f�E"t7i°iRliDi"fOtii �OiCIi1NtE' �Or' 'SEWE�'b155L"S1fS7EM�7.`18gy —"` m: " MILL PONDS SUBDIVISION - Section 1 Town or. Village Located at Pond View & Mill Pond Roads Se TMn 120 PL 2 Block 05 Owner Aphrodite Construction Co.. Inc. Lot 04 Job Separate Sewerage System built. by owner jg (4- C;. Address R_ P. D• # 3 ma LZ , i"l�ee 1000 l Cr a71ey Consisting of Gal. �e tic Tank 252. lineal Feet, X .2 fOOt width trench Per filed subdivision, inte rated plot plan Plans and Other requirements Water Supply: X Public Supply From E ar 16 C0 TnC. an a e: Private Supply Drilled By Address 1 n if Zi -N-111 1 — si -V06t -; Putnam Valley t�.eiw York 10579 Building Type 1 family residence No, of Bedrooms Three Date Permit Issued 71/1 ��- Has Erosion Control Been Completed? Yes - Fine— grading and seeding completed. 1 certify that the system(s) as listed serving the above premises were constructed esseM-m n on l ans of the complet ork (copies of which are attached), an to accordance with the standards, rules and regulations, plans file it I �bhe utnam ty Department of Health. JU L C� R r Date 26, 1 9?$ Certified by Arthur P. L P.E. X R.A. Address Milltown Road, RD5, Brewster, N.Y. 105091-icense No.434 2 PELS '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 Commissioner of Health, such revocation, modification or change is necessary. h `' Date V % By Title f REVISE T ssiON - Model Nome on PUTNAM COUNTY DEPARTMENT OF HEALTH Division of Er- .vironmental Health Services, Carmel, & -Y -.: 10512x- CONSTRUCTION PERMIT'FOR SEWAGE DISPOSAL SYSTEM (T) Putnam Valley Town or Village Located. at former Seldiri property off Mill treet ction TM 120 Block 1 Map - Parcel A (64ac lob Aphrodite Subdivision _ Owner _ _ , dress 88 Guernsev Street Building Type 1110 del 110MA Lot Number of Bedrooms 'C - e- I-v v U U Separate Sewerage System to consist of 1000 (goo re To be constructed by deyeloxier (a.k.a. owne Water Supply: Public Supply From -X_;- Private Supply 307M drilled by �ljr Address 372 Danbury Road; Other Requirements per Man and health depa f�, I— Total Habitable optic Ta 25105 (2 Address � 7 5 -3v ' 67 ilton - -.Col tic ment reaulAilons i t' lvyy Square Feet 20 f t e width trench ddl e Ri llage NY 1 represent that I am wholly and completely responsible for the design and location of the proposed system(s); 1) that th se crate se ge disposal system above described will be constructed as shown on the approved amendment there to and in accordance with the standards, rule a regu a tons of e Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory.t a Co issioner of Healthwill be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by a bull er, that said builder will place in good operating condition any part of -said sewage disposal system during the period of two (2). years Immediate foil wing thedate of the issu- ance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto; 2) that he filled well described above will be located as shown on the approved plan and that said well will be installed �ccor ante with he standards, rules and r I ions of the Putnam County Department of Health. Date RP,171 sed Al 91 s_� 1976 Signed ? y P.E. X R.A.! _ Address 11toyin Road, RD5 revs ter 26ZVV License N0.43952 PE APPROVED FOR CONSTRUCTION: This approval expires one year from the date issued unless construction of the building has been. undertaken d is revocable for cause or may be amended or modified when considered necessary by the Commissioner of Health. Any change or alteration of constr :Ion requires a new permit. Approved for disposal of domestic 9rtary sewage, andlor private water supply only. Hx a dZI, Low T .Wt r_ ®1 P-Odk °elegy Yt� Cut J= shee�ie� plOneg�'a eg At:t�'NUR P: MC L`AUGHkIN� Y�I9�i 'y PESSFO'I�IAL EN[31'N�ER" -. repr MGT0I�VN ROAD; R DD•:5 ' e F �$� Au ust 1 19'7 kBREWSTER, N. Y. "10509 s � h o �t� Construction Co., Inc. epreq.e a es OTT Foff�ce 'of " x,� a • A`P lcL :" i� - 1 ®s Cit irk. c ce3I111: S� re °et (T ti m V`alleyf f _ pa s. f st ava� fable., Y/� z a ne Ss a 77 -7 a A 19.Yaraa or c®»x 2' nd Taper", oad 7 fiol; , -. • _ Act Hx a dZI, Low T .Wt r_ ®1 P-Odk °elegy Yt� Cut J= shee�ie� plOneg�'a eg ro repr 11 holes _on plateau for 3 °bedr` ©om X250 :" i� - 1 ®s Cit irk. 3 7 t l ti ®n s. f st ava� fable., A _r i -. e ..r. over 50°/= ex a "ns ®y to On Plateau areYa ;� > =- x ho re Numerous lese °F 4 dugfrorn l =2' ,4 ■�yO�® note encounteed� =-" Vjo f � enc °ountered. '. h ruin' .s_ 'axt__ t'e` -e v_.,am rits of raver � - 5 € 3 q 1' Owner 'or Purchaser of Bui ding. Building Constructed by Location - Street Building Type Municipality Section r° Block Lot GUARANTY OF SEPARATE SEWAGE-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 guaranty to the owner, his succes- sors, 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 initial use of the sewage disposal system, or any repairs :Wade by me to such system, except where the failure to operate properly is caused by the willful or negligent act of the occu- pant of the building utilizing the system. The undersigned further agrees to accept as conclusive the de- termination of the Director of the Division of Env- _.ronmen a3 H ltri "der= j vices of, the Putnam. County :Departmre.i <;� cf'- ealtriMa" to' whether or not the azl -u�ro he sjfstem to operate was caused by the willful or negligent act of the.occupant of the building utilizing the system. Dated this ��;; '� day of ��'•� � -� �� 19� 7 Signature `�' ' '� '��'• %� -: 'lf� As � � �iE'?F�i.!�?'a .y: ���- ,} Bop a�.,t.y '5-., .. , � �4-Z tiv' ! . e Title If corporation, give name and address) THREE (3) COPIES ARE REQUIRED WITH THREE (3) COPIES OF FINAL PLANS BEFORE CERTIFICATE OF COMPLETION WILL BE ISSUED. GUARANTOR IS REQUIRED TO FILE NOTICE OF DATE OF FIRST USE OF SYSTEM. Division of Environmental Health Services, Putnam County Department of Health. F �t 5yy. + 4 a ARTHUR P. Mc LAUGHLIN PROFESSIONAL ENGINEER - LAND SURVEYOR r,V '.' �._ w " "ipb:.= ..o-. = a+=ea _,c:' ^v: ;.Ti' . '.R. .a_ <- , :, w . M�LLOW„�,Qi'L.-�P', o •'xL�o^t';,: -: -`ffi:o _ .'o:.7 T O $ BREWSTER. NEW YORK 10809 + Tf Putnam County Health Dpto (914) 279 -6986 Division of Environmental Health Services County Office Building Carmel, New York 10512 RE: Transmittal of miscellaneous paperwork for the Septic System - As -Built for-.Aphrodite .�, Const ® Cc 9 TM 12OPLI11L .05 � (T) Futnal Valley n`i L �y+ :. Y.. r Gentlemen: Attached herewith please find the appropriate number of copies of the following transmittals necessary to obtain approval.from your department: {a) CERTIFICATE.- OF CONSTRUCTION COMPLIANCE FOR SEWAGE DISPOSAL SYSTEM (original & three copies), as signed and dated by the undersigned on July 26, 1976 g (b) Three copies or e 20 scale "Septic System As- Built ", as dated 7/25Z78 B N /A�K) _Gr_f_gfhaY copy of the WELL COMPLETION REPORT, as dated and as signed by well driller a N /AMj Report on the results of Me E-est on tFie water sample under form entitled 14 " from , as s gne and aateF- (e)%TFr_e�e___cop1;s of"' the signed guaranty form from the septic sys installer .9 Aphrodite Cons 6 Coa ingeas dated Junes 12 1978 g hree copies-of the signed guaranty form from the gene° rte" contractor,Aphrodite Const® Coo,Inco , as dated June 12,2 1978 9 refit vua. ° r ~� 1�r �- �1i 1 Y.ond I a er•,�'C.orbLft' o� a . Your early attention to.the processing of this paperwork will be appreciated, �z s tt4 UR P. fil$'•v LAUGHLIN 3 bedroom dwelling on PROFES.519NAL, ENGINEER 63-.21 acre parcel M LT'04 f� k G*A6 R'. D. 5 IL Mill Street Y. 1 0509 (T) Putnam,Valleiy -rla.nq O.K.. Peres presoaked'? min,. 30" -Perc test depth Cons�t. results for 7) runs _Al A,,,ays D. Hole log O.K. - Corporate Affida:7711-t for —other t"I Authoriz -ation for efirzinie-jr Letter from. Water Suq�,,ply :LTL a--j5�-1. T-P ir + 11 .er 5 min 115ZXX-] vidual Y . c a ra! e d, noted 01! P-UMS ex apps. n/ a DF T-A IT. ,S (if chargr-e is prop9sed, Existing contours sho w. (show nei,, Slopes for driveway cuts etc. shown ldtter service line location Footing- drain, etc. Top slope, bottom sl.r,)p-- of P —TV 1: X, Percolation tests and Cl--ep test . pit locatio.1-1 Septic tank .size an-1 con,formiance to std. 3 B.R. house mirLiiii,,xii House setback shown Intended to be drawn to scale AU -la wr W.6,111il .)Q 1.u� u, X-U 011uwli Plan affmcpaw''M Sl-,.p Al -I ot- ire r we *1 , ---j shown or refere-rice, ri-s-,r, Property boundaries ard bqun--1s-c1eqr1y_�- SEPARATION 3T-YP,C' T -F" -1- -L `P Plan can Pe sc ed offset d star 101 to P.L. specs 201 to 1-001 to Neal rest well 1001 to stream, march, lake., etc. (i n c I . ex,,.-,�ansion). 1.5' to Curtain drain i 0 lFloor plan for a three bedroom dwellin,- furnishes CD 1h. a-Ulie ) n file) L Futi�fre in subdiv. ,LSee s L_p2cifi-cations lRevised grades sho, t8c alternate Also 1 cover ed'in Hi�ie Per - 9'radingy plan n tne area .X 110 scale"measure Plan shown. invert spo t. elevations- -on n'any case*- Requir e listed in 101 15o waterline 15' to storM draln 2.01 to leirge trees 10 from fawidation—f-o —se —pt —ic- -t —ar i k 15' 'to pipe; frozr� leader d.raln & -T-N��,, 1Z, 4, �p -�,-;,LAND 6 0 4 EI paoRES IWAL NGNE gR AO P. t f Or -th& 44 1 �N �at tid (5 t`,;'A 12,40- a` ap OMM or 10' PL d" A M e & Jn _4 p fl -Alin' r a d' Y S j 11YI T Q.X 5 ur dI 'T, ;4 0 1 nrr �r th -andi Yhkd" a ImtsLIb' h4d­'p�0 o �maa, S_ at "'f wilhg ii�flb I �L b i4_ rt ta 12:11 go V Ell 1:11%n- 19 Parx, t f i, oil� 6,!,o -1 A t 6AV T t h,g am rr -�u o J y a r pz P 0 pi 'r t I "ra ut o fr 61 V1, a T {an 6f -,d i aw a r lh nit t 64P. s h -a 11.1 nod bel. ID A'C%k:. il I e a: -u it 11 inspacted b ­8 xNe, p Zy adl.g8 to -be cowqrAlbted be' and, _Rejp�lt i P;,ewIppw rao;f L OJIS t. t 3u P_ C er, 0 f pt U on, '3_ompli'aftce CQrViticatall oo.nzlst, of poi b,-epr t i 6- tank 100-0 lon nde 4n,6 2 11., *5 Iliiaal . feet cam` 2 eta f-oot 'trench a 4aaxlmu:,,-., PI t.al OT VIII VI por foot Prof Ile olP tire. he qycjter; to be i n - 1:,acccrdances with the hoaltia code and t1he invarts <a cleil% on N.4r, S a e, Put ham c dunt y T MJU�w �S dat,ad `6/1/176 ptl I't r6o'll't Of -7 0 - t 1, o -n., o `C i nd. i v i 6vaa 1 E'(*Xa s e h. o 1 d Se w ap, e 8 y 3 t, gair s j-'r 'ROOK P - j P I," or t ypi aa 1 d e ta 11, 1 a e f "P, r e,- 0, G I ;)j, 11 A', I ii INUIS�t O'LD SYSIf � 121TV1181; a a pub 11 sh e�.). by yor Stlate De� , - . I w Nev . * I p " '17! 9 a 1 t TN' VI ng- .. Att e, n artmenu of F Divis.l.on of .5a.nII-ta-:ry Enginiac-) tI.6n i.s part-itaildr1y _�..nv,,Ited Q the follo-wing I app`ic able) figures and tables wl-4-ah &x e inc. -ud-od I.iareiiiafter as de t, i1s: P f3"' :0.t. Title (t T f Abson ep 1) or{ Field- 5 ara---I o, Pequiramentt 5 (t I Sppaiiatl-pn 41:)istai,­mes fi,Gj.-ii wVastemratex S-otirue, Houipis. P.hzzlz.)Ing, D.-, aln anclk Savver Connection to 12 fo) 6 Typical -Gohc.ret-II%':Se- ptic- Tan% (f 9 Serial stribu'-Ion De`­il , I "Ole .D -tail 1 (Ip I)p kop 11W S M T-Le-f:tc'�)- DetAa.11. e t_kl, r a I s pe o, I f . i C; a, orL s or i s o vv a 7,:, e Cat s p o -�,a 1 s y t e m s re:f A.YD 'U- TIONIS ^`103'! LIN" FV--fl-DATIOIN'S FOR DiSPOW-0 A6 N C74, a p i I �Ifahied' 1 i th6- OR DiviZion o. !IV iblLf6r, rn e ftA RT)A,0001-, of the 9tatp. Eaalth "catSLIC4, c-,UvS aho!zv.J 1-�wwtng;�, Pndl/or othe-1, deb-C.-rip ive 4 b, w MU J A AIIII s' Conti �! insta ]ate ori" Qf s� Neva foi `Y g ts:ast x�on :end joints gept3 0 .�ighf: ip®� oveflor $ perf'ar ,td pipes .ax�hed 5tans 'fir waahad. ®1 eta r.a ® 1} ap ��et re�zces m a, 2opographioa� dap •of property ,prepa.r, fv : ro4ibe eons- trsiQn CFY�Y Ix�c�, ^. 4�a1 1?a �- 1{)�B I. ai r, ccrl_�4 S: - b: 80,r°tg prepares or p ix'oi�i�e N4ve 0,6 : a7 '19`7 `0 a � e� Three lot subdivi:i¢n {filedp 14b2�} mom.. W r: p®tg kncirzi as 1tL. P Q1�I3;1_ .ni ©st ,r:eeon'3�g .catot3 t ,tab82vaa�n of Pro Paaey 7� 1976 a .. Inta.ga� techl:�t Ply { grading & dx�i xig$ plan } soale I gaQ:a ; the '1nt�.a of- thusiib sa'on tq ottea a Cons�cuci on , it from the trmmtg °Ae -al:th partsn to _erEt a ,one anii r 44 b_e oo�ls ?fA,xZ� } a s a fib gory ;tie rera irider of x tithe 33 lct sulAi'�r siiittir 9' }hi .ia be9. dcin t °`the :derto:lop ri k untl l but,h, . 3mes ' .p tat.e OpOtraent.rof' Environmej4A Cons i r tion Thy dsvelopers °'i ll zig to accept t4dae 4 —i- ,ctlovis: iinpos:gcl. bg tb .Ho &1th" D6pa tra,pnt' to use ; limed _t.o a mode. hose erica, not full t�.tre c%eaupnd 9 untiluh "rn;s as the 'rate° sY`sttm t appro°ed, and':ef`eri€d map (cb'6v� fled at :the d tg Cl6i s ffice. Sid dwelling" is td be° n ._ l'ot'. ;� . of, ` e ;itzb &� "vi al6 but :.f'or the --pr©eent ��rpose� -At Is t� .be tkz® nlg d ell�:.r�g erected on :the "entir*6 land balding® HQ s to at3vn is' meet: the rargr<i: of :ths "'a.ppr.ops�ite tram ,utk es and zonrr; ;ordfnane;os: tnfQrosd Sri this r�atficer . � Sub 16-0 d r�.l i:zag Baas oc63a. dff ax c`c�untg read bg. an ��ist�.r�g paver {isc�ag` and' fr66 there reached by moans of tYs aignnt rd ® be x3 talla d ° a x d I cae r . as �?;�orn , � .e raa « .. In the c tie `that; ha-; hou mov tae �earth � spartrr�ent "reserves. tho ^`.jAght t_a �requ# re t"Y at a ,new dea n be i px'eprad, --for i,he "sgstt, °,together Frithzer test. irifrtic�ri be= submt da f � ®re egg cha nge ie eonternplated- ehenk ^with engineer end f ox health . , bedr dsp4rtger Sh'OUd . b, , t l o nas' be ceased to .Z ss thin three, here a 1 3 ha -]. b® nc dor�nali ng of ,th. sgste`m perms t t ®d. it urae �tr'- !w�. vo:3#xr�oa bg surveyor in a.ceord nee with- Survey of F'ropqr°tg, Sole 1 ffi 3;0a ;eivpered :bg?ana7.dy, ;Dorbnlg.y.: Lo-S, .and' dtad,uneiR # ui V yore ta. 'izr ski �n ap rog ate bench k `ar :usa in tho" recess o n ?natrx i ear';_stab3h�ng 4i` .grades a� delr ®atad an plan .hereon is�in c4nt��urer and alignment, eta s -tran f °errs d� b graphical mith g ods$ fry a„ the map r�favo is " pr44.iousl ` menti -d . I erou� peraflla 'Gan° a in ;s r as a pe :. t they surface t o a,aP do n "have been dug on th© eparc� sx d .n effort :k a s ' <i "'e:ri made` -to - 8fi_d* tho'e ®, e.%* �t :x . on or =.near thi`s"" lot , I t -3 s o i ned.'t a 'the< hol In �ha v c3riity are .,representAtiv6 and ".t -ie _,oil: char�acte stcsforrd optism Nu of, & d". deslgni ,ta the iiizts ` hcivn on;the ..elan �. Tki ®fie' ` acre " no vie 1l`s_ ` Ie s °s thazyt?0 � a Haag a t enatio yin the :direct ne. of. c1 a na : no _W th n 1Qb . `at a higha �l evati aria7zere hsrer°eported3 "nos ex stiff sevage-. dibposal. egsters; ztnnCa "a'' the weds .forks nc�Zd n nod aitha a apprvrat�� o d3.s1 oe "..irom�" the= praposed.:salt6P'nato re2 =. locat axro o ,t nantiei ted I .c ge..rook or u- n�an$icl" 6t d git6h �� ���..inte��e�°.e, wl €� e ns a ,9 vxa ::of t`he seat " ®m9 use a s p'prapri te; '�c}(�y ain a yn$Ma�te t G�x�daJ�rd6a bit er (�2 33p',s:�f � y�y i `{. <;" a r°$ser' ac..� J� a •Oi% OLx �7 diW$� bposYr�.4 63 fields acid `ova x° exp nalon `to the s st m� stll m lr� a nine the L _ v c e u3 red setb,�oks and saparati -ons$' X111 ralYarmums (Sg carp be scaled fro p. ptjh[ey/_.':1y4p ale °�.;a1..anr:} ar? dust hat 9,..in a ore: sepp�:F �n �.e`- at i r - .•...�� X44- .rv•'b.+►.M• .. .. - - � i _ STRUT DRY -7 11 Ag A Ov ffm, ri Fort Al York 119 72) FIGURE 9 I r. Avp ry P. STRUT DRY -7 11 Ag A Ov ffm, ri Fort Al York 119 72) FIGURE 9 I r. ::SPECIFICATIONS SHEETbrOFj --% SPECIFICATIONS SHEET6 0' vu K T.. PM4 � AL .. M7 L r-, r i rwv n 73 F- oil ()tq-t Ilk' 4 ...... VW1AA'h' TO,: A , !ialo I A -- , i- - 4H x' LC 9 ot4 V), BY %1, v ' L*4,4 nn Fy . U r�,,VV4 �k�z 7 "RAN 111BIV TYPICAL CONCRETE. SEPTtr, TANK. SPECIFICATIONS SHEET?OF9' crimt, too A" A 4gmin P d . I w., Tmsx), 4*06? SPECIFICATIONS SHEET?OF9' crimt, too A" A 4gmin P d . I w., w., ,Tll- iltiv wmf m. um- M-iEF®R .mill, 240 v4q, 41 FW.-FO OWNS 101. Mi with Tmsx), ,Tll- iltiv wmf m. um- M-iEF®R .mill, 240 v4q, 41 FW.-FO OWNS 101. Mi with a, SPEC I FI.CA'Fl()IyS SHEETOP OF G a4' .71 ViT RI�AT'0) Rull 'W PAPfF CT., ?Ft A* '! _A* 10 0 ty • Ic c, APILIfIfto_li.tdt "ril"'IrO 'ZIt- LONIITUDiziMl 1i 4 zo C2 63.21 acre parcel as shown as Parcel "All on filed map PUTNAM COUNTY DEPARTMENT OF HEALTH # 1452A (to be in future known as lot # 4 in N�ILL DIVISION OF ENVIRONMENTAL HEALTH., SERVICES., PONDS subdivision).,- NTY OFFICE BUILDING, CAMEL, N. Y. 1 DESIGN DATA SHEET- SEPARATE SEWAGE DISPOSAL SYSTEM FILE NO. Aphrodite Construction 88 Guernsey Street Owner Company. Inc. Address Brooklyn, New York 11222, East side of Located at ( Street ,r,• Sec. 120 Block 1 Lot miscellaneous �Indicateearest cross street) Overland to Shrub Oak Brook, Municipality. (T) Putnam Valley Watershed then into Peeks%;11 hollow Brook SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS X11 holes were presoaked before _=o testing e Number CLOCK TIME PERCOLATION PERCOLATION RIM Elapse Mpth to Water Water Lev e No. Time From Ground Surface in Inches Soil Rate Start -Stop Min. Start .Stop Drop in Min. /in drop Inches Inches Inches 1 Numerous deep holes and percolation tests were conducted in the vicinity of the lot, both at 3011 doirin from original ground, and also at mid - 2 derpt-h anr9 f „l l r9a= t-h for the r9r'�= 11 n1 Ps 3 ' 4 In ALL cases on the plateau area (as differentiated from the steeper ,. puruulst"iull stent- 5 ly at less than 5.minutes per inch. 2 Hence, the. 0 -5 -riihiutO­rate is applicable. 4 5 Notes: 1) Teyts 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. DEPTH 6" 12" 1811 2`t" 30" 36" 42" 48" 54 60" 66" 7211 78" TEST PIT DATA REQUIRED TO BE SUBMITTED WITH APPLICATION q DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES HOLE NO. HOLE NO. HOLE NO. Al'l''dee�p holes in the plateau area "r'anged from 10' to­ 12 feet' -in' depth, and demonstrated the presence of an excellent grave sand condition dQwn to the full depth of the holes; which indicate that the area is suitable for either conventional tile, fields or deep Seepage pits. orig' page pits '?& s -b for a conventional the field. In no case was either ledge rock or a water table encountered, nor was there any evidence of mottling in soil examined. It is opined that the depth to ledge rock, in the vicinity of the f Sz e -194 # 4, -is well 2yA-:-p 201 n 8411 INDICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED - not encountered INDICATE LEVEL TO WHICH WATER LEVEL, RISES AFTER BEING ENCOUNTERED - not encountered TESTS MADE BY _ FEELS Date 3 /�/7 5 :. e° �cL-a by ova b oe ° percolation oles and .tests by. engin.eer..._._... p_uP�?_ - — _ -- SIGN Soil Rate Used 0 -5 bt n/l "Drop : S D. Usabl c� Area Provid d ve r 4. 000 s , f o ('r, 000 gal ° recommene� No. of BedroomsThree (3leptic Tank Capacity 900 Cals. Type Concrete Absorption Area Prodded By 250 L.F.x24" width trench. r_ (R- 5Y41 Pxnansion as detailed on the plan) �s - �E of NEW 0_ V name ARTHUR I!w 1we LAUGHLeDS PROFESSIONAL ENGINEER Address MILLTOWN ROAD, R. D. 5 BREWSTER, N. Y. 10509 SEAL I/ /i r THIS SPACE FOR USE BY HEALTH DEPARTMENT ONLY: \�:�, �� F2 N0. XV �.: NG. 43952 Soil Rate Approved Sq. R /Gal. Checked by sF 43' o in z :u c' :r. r r; NOW 02 . F -Q! 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