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HomeMy WebLinkAbout0758DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 24. -1 -43 BOX 8 Ll . , Ir If I J I . r ' T ' i I 1 ' • r PUTNAM COUNTYz DEPARTMENTOF HEALTH 0 f Division of Enviionmenia/ Hea %th Services Carmel 'N. Y 105.1 CONSTRUCTION PERMIT FOR SEWAGE DISPOSAL SYSTEM'. Town of ,Patterson J wn Corner, of Route 164a or al + FIill 4 _ uage z3 ` Located et r u s'ci3di, TRX �a= loo or8lo k c n], nw 1 `'Subiiivision Lot 16 D W311 am D. & Barb:ara Hamilton :c r. an e 3C --- Owner Address Q+ +- re <' n vv �.vaa ivvcv -- Building TYPe sin l`e °family Res.�ot zAree 51.428 Acre`s = < York 125 z Tg { Number of Bedrooms 'Three tel Habitable Space over 15�� 8 On 8 C= Square Feet I ` Separate- Sewerage System to consist of , ` .r Gal Septic Tank i lineal feet :X 2 �0 width trench '! to be constructed by tO be det!e�mne Addres Vj T J j. i r tf lic Water, Supply . Pub Supply From 'P r ivate Supplylto be drilled by 1 t d III +, 'Address", Other Regwrements ei' 1 "s ecf3cations + ^'ta a CO 0 ,8 V ` 1 'r ,J ;.represent that 1 am wholly and.completely responsible for the design and location 'tie ropo5ed systems) `1) that ,the separateisewege disposal ; system � .�,,above•Cescribed. "will be constructed as shown on'the approveq amend ' k Sa .be submitted to ;the .Department;'. and a`.wntten guarantee: will be fi r f � place in; good operating cond,Uon any. pa t o said sewage disposal ance,of, Ahe approval of the Certificate ,of'Construction;,Compliance' wIII be,located'•as shown on the approved plan and that said well will be l i County ;Department of Health 1 y: � a c Coate. & ril_ 77.6 1977 s�gned�_ t ',' - � Address � • � ?u + APPROVED FOR CONSTRUCTION This`approyal expires one year i r. TM +revocable for'caute o•r may be amended or mods led when,considered;n .requires -a new per it ..Approved for disposal of :dorn' is sani aryl, Date L ied the owner e' n m during the pe.i the original system led in accordance > L :5 v Rrawat the date issued ur sry by the Comm gg and /or'. pn te. 1 y�tn me stanaargs,rrwes ana regulations or .the; Putnam pliance 'satisfactory to,the Commissioner of Healthwiil heirs " °or assigns by the builder,•that.,said builder will. (2) years Immediately following,thedate of the Issu- 1'epairs thereto; 2) •that: the drilied,well described above ' e standards rules and regulations,, t., the :,Putnam i a s P,E. xx R A i I1L.Y dp License N o; 043952 instruction of the ,building has been undertaken and'is i r' of, Health Ariy •change or +alteration of construction .. i AID, k''`�`'O Title'�C "' c N.S R LAM WMV40C3 M V Ap ril 6 + 1977 'Of A .11 -T Tv r..`Eft T it ipq �i ipu n -Count Mealth.Departmehl .Robe UtL = _ .' t T r ,Le sign: ' 77 . of Anvironmental oalth n tary System _rnyAn Sery 6 orated. C NE' . . . . . . . . . . . . com WU6 BuIldi ork •im Y 0.10 2 , 41 .0 a erson "I" d� Ud i4 1YS �4 0 ....... . . . tit 2, scale a tar a Ie.,S stem Design fcil.l the 6 ced p I at ­777, e,ren paggel. 4V W Spec�fications for same s, c �PL Nt 4�t or sa sy f6rrit.' Construction Permit wage Disposal N ~DESIGN DATA SHEET -:7to H for' i Authorization P 7 -4, AY chp. p.4 A tM t a ,Field Ch66k,'- Li 't ;no e s 4, - r. T "ISUtV._e_v-, ad f nr. Will n e -bv ney, VI Alexander xM ad or. our X. Or -X- ov of r. lea s,e notify this office at the review & appr al -d e attached c'he' d infdrma Signods dd�:;�A to v FaiF corner x PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES COUNTY OFFICE BUILDING, CARMEL, N. Y. 10512 DESIGN DATA SHEET - SEPARATE SEWAGE DISPOSAL SYSTEM FILE NO. c/o Mr. Daniel Schutz, State Rte. 164 Owner William D.. & Barbara Address Paterson New York_ 12563 Hamilton Located at (Street. Wdicate ft *. TM 15 Block O1 Lot 16 neares cross street) Cornwall Hill Road. Down sidehill to Municipality. (T) Patterson Watershed Mendel Pond SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS Presoaked Role Number CLOCK TIME PERCOLATION PERCOLATION No. Start Stop apse Time Min. Depth to Water From Ground Start Inches Surface Stop Inches Water Mvel in Inches Drop in Inches Soil Rate Min. /in drop Perc. 111 :22 -11:34 12min. 26111 292" 311 4min. /in. Hole • 211 :35 -11 :45 10min. 26,2.11 252" 2f1 5min. /in. 311;47 -12:01 14min, 262' 2S2" 2" 7min. /in. 412 :05 -12 :16 13Min. 2.62" 25211 2" 6.5min. /in. 5 Perc. 111:30 -11:40 10min. 24 ft 2611 ,211 5min. /in. Bole #2 211. .42 -11.56 14mi n. .2411 261r 2rr 7min. /in. 312 :00 -12 :14 14min. 2411 2611 2" 7min. /in. 412:18-12:.32 14min. 2411 261F 211 7min. /in. 5 12:64 12 : 37 '13min. 24'1 2611 211 ' 6.5min. /in, 1 2 3 4 Conclusion!-Use 6 -7 minute design rate 5 Notes: 1) Tuts to be repeated at same depth until approximatelyy 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 DEPTH HOLE NO. "Aft HOLE NO. "Btt HOLE NO. trCtt Low Standing tr rt it rr G. L. Vagitatinn —7k 6" Topsoil, dark briF n tt n tt 12" 18��.> Bony bankrun 'bonier than hole 2411 II/ Few Boulders rtAH Same description 11 h_1�A 3� fi nm�i Si � t in a a 4 n tt ft 3611 Sand Gravel mix. 42" Minor Amounts 4811 of Clay 5411 hole a!Ite 60'1 in. 66" 72.. 78" rt silted in 84'1 No evidence of or GROI i a . Aug.. , ,a er s orms of INDICATE LEVEL AT WHICH GROUND WATER IS'ENCOUNTERED none encountered Thur & Fri.; ,INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED N A TESTS MADE BY Deep Hole Logs•by A.P. McLaughlin Date Aujust 27. 1, 976 Percolation tests by R.J. Pesik tt » DESIGN Soil Rate Used6 -7 Min/1 "Drop: ­ S. D. Usable Area Provided -_plus (1' 000 Gull o endee No. of Bedrooms Throp, Septic Tank Capacity 900 Gals �. Absorption Area Provided By 300 L.F.x24" XX 36" name bignature TL�,, NOR"9911UR P. MC bNeXHUH Address PROFESSIONA,L^ENGIN99R SE..—TAWN t OAD, -R - 6D. C�V. i 0609 THIS SPACE FOR USE BY HEALTH DEPARTMENT ONLY: Soil Rate Approved Sq. Ft /Gal. Checked by Date sior. rete ¢ •f9 Gentlemen: F IFaT`Ii Si'R�TCFS. :,DTVTSTnN Or f`A % . - Date Aup;us t 25, 1976 Re: Property of `Villiam D.. & Barbara Ranilton Located at TOTE Corner - route 164 &*Cornwall. Dill Load Section TY 15 Block 1 Lot 16 (T) Patterson This letter is to authorize Arthur Po TvIcLaughlin, T'.h.,L.S. i"duly licensed professional engineer X 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 promula;ated by the Commissioner of the Putnam County .Department of Health, and to sign all necessary papers on my behalf in connection with this matter and to supervise the construction.-of said system or systems in conformity with the provisions-of Article 14S or 47, Education Law -, the Public Health Law, and the Putnam County Sani= tary.Code. Very t Signed Countersigned: P.E. ? ,+ 43952 NY PEES q a /Of Address dT11uR P. 44L A__U MY ` PXgJFEt ZONAL ENGINEER MILITOWN ROAD, R. D : 5 BREWSTER Y•, 1 050 9 . ( 914) 279-6986 Telep}ione Owner of Trope.ty c/o IvLr. Daniel Schutz* x State Route 1640 .Patterson. NY 12563 Address X (914) 873 -6272 Telephone AMIR P. MC f.lMfYUM PRO NAt ENGINEER EW CHECX SHM MILITOWN TOWN, •ROAD , R. D. 5 • 9UWST #R, N. Y. 105;;4 RE; William D. & Barbara Hamilton, ha,.sts Std. FAMarks Route 164 & Cornwal e® o- Hill Roadm;.Jatterscn MT '14-:BL-01 - L16 plans basign data sheet POPUL presoaked? X Wino 30 °° perc test depth Comet. results for 3 rum x D. Role log O.K. i Corporate AM d�,v or o er v Authorization for 6a rieer I X xOtter frail Water Sup iY_ft_1TP_a b1e n a If varimce requested-such noted°" ° =plans apps. n a see note x. DETAIM Wow chafe is proposed, .sting . contours shown new contours) X Slope@ for',drivevey cutsy etc. shown see note o Water service line location X ° Footing draih etc. location Top slope., bottwle slope of n a a Percolation tests and deep test-'pit--To—cation is size ` conformance to std. 3 0Ro house mini House setback shown"- u�. .. 1.. aw a a see e. a. i * t .. - ter wit ft -of s M _.� ^� pun wid, file .. ......... .._ ...... .X. s;: ...... All ®tr wells c 1®aer 2Mr . , ` shown or reference sade 21L X F"PPtY boundaries (metes and bounds-clearly shown X see survey attached - N , SMAMT1011 DISUNCES MCI ON MAN 100 to P.L. X over 10, 209 to FwndMlon iiMs I X 199I to Nearest well x x. 0 Ot a C.. C -ae o%1 . a, '. 15' to l® ° to tester 1 a® 150 to atom re o 3.00 to 2aM t s see no eo in, i f ®� re code ARTHUR P. A�IC QAUUp��AO .. UERS810NAL ENgUja�, ��r e MILLTOWN. ROAC• ► BREWSTFR , FIELD CBECK LIST RE: William & Barbara: April 6. 1977 Hamilton, Route 1 —°� &. COrnrall Hill RcIBsp.by: AP. McLaughlin & Patterson, TIA 15- X. hapis R` .01 - T.1 F. INITIAL SITE INSPECTION Yeal No Comments Property lines or corners found . . . . . . Can set' to house•location e Will driveway. need cut . •': Not trees be rewoved -note these • Is hole representative of entire SM area Addt tonal deep holes needed... • e , e . • • • Sufficient SDB area available considering driveway cut house location, separation . . . f.anoes, e • o • e o e e s • • o • • • • x X n a see note o• X _ X MLI DATA a D�ep�h: Water elevation: Rock elevation: Soils description: - See'DSIGN DATA SHEET FINAL SITE INSPECTION Tha . b . "n . House located where shown -on-approved plan ... SM located where Rpproved . .. . Ibngth of i, vzwh' awuajurvd Width of trench average renc ,acceptable . .- . Slope of the line and trench, ac Feptable- , " - Room allowed for expansion • trenches :. • ' : " Over 50 Et• from swamp, watercourse Natural soil riot stripped or SDB area. uttoecessarily graded _ ' 0. • • • • 10 Ft. maintained from prop.line and r ` 20 ft o from house Separation of trench from house. .�vell etc. follows plan • Number of bedrooms .checks . • . ;.;. . • • • • • • Stones, brush, stumps, rubble, etc. greater than is !'t. loo ararest Unwh . • . . • . 15 Ft- of peripheral soil horizontally from , trench • • • • e • •yam• o • • . 4� • • • • • 0 Junction boxes properly 'set Could surface run off from driveway, roads, ground surftce, etc. cben I near SM . . .area o s • e • • • o • . • • . • • • • . • • Me lot a O.K. in area of SM OF SITE ACCRIP'1URZ . K fi. r �0 -F C � � r s r+� i ^e ARTHUR P. MC L.AUGHLIN PROFESSIONAL. ENGINEER - LAND SURVEYOR MILL.TOWN ROAD. RD NO. 8 DREWSTER, NEW YORK 10508 SANITARY DISPOSAL SYSTEM! or parse oca eU U Me Rotttas 164 & Cornwall Mill v York, and delineated (914) 879 -6980 April 6D 1977 Prepared for William D0 & Barbara Hamilton northeast corner of the intersection of Stat Road, Town of Patterson, Putnam County, on Tax Dap 15 - Block Ol o Lot 16a .s Ina . hex ew Made a pert of this spec�.gia�a�t� oma �. �s 20 ,lc Ca t ' r ly t�do n , Yoeo, plan and apoc�ifi�sa�tia�. L a l o�� n the V621k V be po0f orme d. be: inastd1lod in adcordance with the rules and regulations, „.t a ounty Doarf:axat of Health, and tho New York Stato_ x "t t a l a th, bivv aign of Sin9:tar ' Engitseringo hot .- .,baba . until SFgpa�.p6� � D4BY eta g k'i0 ®$° T f Q i o F1 1 radi . to bt aor�pleted' before than n ate. a JiCoilitiuotio.n C lime Co ifica to "., . Y y is t e€ a :t" ^o ff; �a gallom septic tank (1 000 ,gallon 00 of 2 0.0 f o t troxach vitli's me-timutl root o Proft le 'of tae as tez to be in accordanoo Cent pD� d th.®_ in #erts delineated hereinafter,, �d & 30 ilt#. Coates .. ; Partma t of. Haw ltP� ORAI t7&t, was aiated 6/ s, as ar Seulatiar Perte►in9 ng.o� tPae Y}esign amt d of lti &. d- l .19. usohold SevAge Systor s o ref ronee the WASTE TREATU RA11TD80{&i gFil MS ass 'p - Xishad by the New Yo State Departments 0 eA ��0iai ®'staa»ering. Att ®&�tior'i ias party a3ula.rly a as and /or tableas which aro f'44P ao details s_ ' r Ytlo Shot No 4b orption Field Separatlon' Raquirements 4 . ].�grat4o?iatane® froraaYaastasaator Sours ®@ b 8 ,f 4 - 1164sa Plt zbi , Dram and Sever Connection to Bapti0 , ank b �. ff. 6 T"I.0al. Coneret® Septic Tank 6 ,.3arkal Distribution Detail 44 ><`fi Cr). 'iol Drop Manholo Detail 7 .11 'A sorption. Trench Detail 0 or gl000ral sp4difteations on sewage disposal systems, reference th .l lb RSG=TI0XS FOR TH DESIGN AND CONSTRUCTION OF SMALL S EW AGE Dlg,068k ' a M Aim R C0 ;WNDkI' 0XS FOR THEIR PROPER MAINTEWCE" 9 as - tUbliidhed b t4 )hmtnaw County Department of Realth, Division of hvlr0n fOnt]�l �r lth 6brvices., and-the aforementioned Handbook of the �tdte H®aalth D�;�a�Pt�x�t o hq C�zta ogoutaa a — oy d ti, and/or other descriptive literature o, R. a; °to b6 submitted for approval before imial . t$69 of ayst'A fc g: 'test iron a, joints, septic tank, tight pipov o� ►t1f�.®a bta tp ; i«o tod pi -pe; hed stains or aaashed gravel, etc. moo', �,�1 laws $ Q away at a hover elevea�tion In the � aitc ,ga D nor, vit aih x000 at a higher elolvation, from ppoisa l oysteta ;L-oaation. and 6r a .eon =cmeormiLng ground -uno fill D oP a curtain cificmtions f'Rr , iilliam D. & Barbara Hamilta Elko Note that the araa reserved for the sewage disposal system Ilaecommodate the tile fields and over 50% expansion to the syste .,still maintaining the required setbacks and separations. All minimums (as can 'be scaled from the 20 swede plan) are just that; in any case 1 more separation is encouraged. 1110 Roof and footing drains are not to be .discharged .in the vicinity .0- Ei sewage disposal system, and are to be discharged to grade. If a eurmi drain is utilised, said drains can be routed into the curtain drain, 1'however maintaining the required offsets from the sewage system. iim.o House is to be positioned high enough such waste can flow by graeit ``rom the lowest house receptaele-to the septic tank, and thane® to the ,eoverflov boxes and laterals, in accordance with the grades in the Code and in conformance with th© invert elevations shown on the plan. �h Well is to be drilled in accordance with the applicable rules of t :i Fov; and County. Bacteria test, pumping data, log, etc. are to be i;furniahed to the epgineer for submission to the Health Department. loo Driveway access to the dwelling isnot to encroach upong or interfe ;'with the area reserved for the system. The sewage disposal area is t he thoroughly cleared and grubbed to remove all tree roots and large ,:boulders that might interfere with the inttallatiota of the s stem. Aowev ®r, no topsoil is to be unnecessarily removed (stripped, nor ie ',the.area to receive any more regrading than is necessary. ,�� Guarantees required by the Eealth Department are to be signed by froth the general contractor and the septic system installer. It is th responsibility of the general contractor to secure the necessary paper work from the septic installer, well driller, water lab et.o, and see - that same is furnished to the engineer for transmittal to Health Department with required "As- Built" Informations. Note that the owner ;can, and sometimes does, act as general contractor in his own behalf, The flow scheme is as follows: All flows, including laundary wastes ;are to pass through the septic tams where the solids settle out. Fro s- there, the settled sewage flow passes into the first of the overflow . boxes, where the lateral (s) are dosed, and any overflow permitted to ! flow into the neat box, etc. Provision for expansion (future) in the 4( form of additional laterals, is as shown on the plan. �fra For any separation distances that arenot listed on the table, or Mat canvt be sealed from the -20 scale plan, consult the engineer or i1health department. 11 s o Diligence is to be taken in setting all components of the system, iT-o see that flows are balanced, inverts appropriate, etc. Use jihydraulic tests to verify same. Attention is to be paid in setting ;?the septic tank to verify that the plug in the bottom of the tank I;remaina in place, and it should be grouted in before the house connect !ion is made. Care is to be paid in foraging the joints of the cast ;iron to maintain watertight integrity, especially in view of proximity to foundation (footing) drains, and possible curtain drain. The foot - ';ings for all overflow boxes are to be set below the frost lane. !It, All components of the septic system are to be accurately locates, i,retaked) to preclude occupying space intended for other uses - and to m4intAin required offset distances from foundation, property lines, �i space between laterals,. etc. 4 u, In the event that the house and /or well is moved significantly, the i'Te -alth Department reserves the right to require a new sanitary die - �'posal design, together with now test informations, be submitted ®. ��Before any change is contemplated, check with engineer and/or health departmento Should the number of bedrooms be decreased to less than !three (3), there will be no downsizing of the system permitted, v, Topographic informations, deep and pore hole locations, etc by ��J E odol t$o//taape /stadia methods. Consult engineer for benchmark i ormaioha . M tb -SpecifleatIons for William Do it- Barbara Hamilton Shoot 0:� of 08 No variances of the Health Co4e are requested or required, Location of the septic tank can be altered to take advantage of the boot plumbing connection to the building] however, the proper offset di.otances are to be maintained. Witional reftrenoea s 70 OSurey of Property prepared for William D. & Barbara Hamilton. Ste o a . map prepared April 30 1976, by Alexander Sunney, band Surveyor D P ,C o , ' .20 woodsbridge Ad, a h atonaho New York 10536 20 Pefore any construction is bogun, the N ®lath Department is to'be urnished with a set of complete house plans. delineating thereon tB a number of bedrooms. s Prepared by �-O�/Z- Arthur Po McLaughlin, P.E. DL,S, ®u N*d Sheet 06 of 08 U. ea ionS D. Ic Blarbars 11 h. 5TREET U R! E I Ffoal I-Ark tank A --Gram tvAdl, balwin hVW aNrM 'j w-, ,.Too Prom: Sal%go,.ol A, jr, EagIneering and Selnllltlon, Wil,ev-1incersde-,xv, New Yak (1972) FIGURE 9 SERIAL DISTRIBUTION DETAIL . I.. I .44 1 Specifications for William Do & Arbara,glyilton Meet 05 6f fz�' riN, All t.ft YOgI A M 1 ROVE Moon w"wN, QW.Sph out of 1%; Ew- ri sheet' Ufa .9f oa c j Spefjc4t ions for 111111 .am De 9, Barbars Rudltcn LOCATION 41-AWOLE COVER 12,11, AT IiA $NVERT OF INLET 2y'AZr,0VF 11MVE1,11 ut-GUTLET A IMLE-r em LIMID LEVEL fit Ll &AFACEISMAV ORE 44M INSTC-tD OF SANITARY 7 6 LIQUID DEM -7— I., C.: SECTION - VIEW --u -I �V- AWFHALTM '"A L M HO j -t fly, PLAN VIEW FIGURF 6 TYPICAL CONCRETE SUM TANKh, t MOUND E�MACE MANNOCE COVER 'CAULktFD MINT mmn*ARV TEE MALL MCMESS.FOR POURED IN PLACE CONICA ME , c speamoations for wIlliam Do me Barbara Ramd1ton Sheet `07 of 03 IM W Wei QD DPW dft: Awftw =0 180 "tea. s' I �L+ crime go ° '3iM3 e�? 'ate >aa%S ® m M1s) yw .M• 4sa e Pa�n� c' e� bsb? V,',^n�53� pia �® a.4� .�pn• ' '7° 'f�lt.��'1,� �'(•�1 "�,Jyo � �"L ��p� 3"�y8g s (i�.a G° m ® P }p© ••r 1 v �� °,�Qu S� . i ,/ .rCmsrrau • i � iYr.+s� ` b� ° i•' + � • k � #����� ° i it ° � „�t £ - y. �� .�� �. °• .. ut- .i� !� ' • .j9!i.{�,r3ir'Cr,: *.e y,ts .y� '•F Y�... a. kgg r4 Wm mumq, 60 or So comm-tb cement asbes as pipe e€#, "t •: « ' ':Y ^i on A 2`" veirdwred connote is flan °Wi • e�ic4a �i4�gn ` prouif; szlvins%J., ljrn and Sanitatkri, NewY1:tiit (1972), FIGURE 10 DROP MANHOLE DETAIL } Specifications fog William Do & Barbara Hamilton er min, V" MA t AA'Ybi S1At•YFti i UNTRirVID SUILDING VAKR u? SmAr' •8 l�ij R'°a,�.M a j y t• A A g .. 29" a�{ ? Milo i I �_��_ • ia�CLmI: PMY�ATEOi ,EifDtiO�X,QR!�FFFY!QI;�IA'Ycft E CRiM$13 *r.CiY•0NAL VIEW � � A Al. Sh�et 08 of 06 f� C 9 O a Q 4 47 12 } r o da a 4 .ty 1 ti P ;g _? PT:R FY. �Y L 5PA6Nr OF CNUSHFa.: —ST 0!!E .��,,• 1"p9?. ABSbftPnoN uiENi;H VVASHEUCRAVEL 4 s• U.c LONQMMRI,AL VIM Ir WAX �UNTREAT f.' BUILDING PA':R OR STRAW � /'r / •'� MIM 0 a a�m Vi d� r+ pig --b- _.,.e'*1+2'=w +. ,,,.�o,,,'�:r? ..�.7.....�.� �._..�,�.......�..�.,,�.,•. `� t^1 t7 ' A. �. �:.. ..��..,�.,.... %'.....��.,...�i� ��..�.•.�..4rw�.� ;7 8 KI dT s3 '7 :"� .ate Q w l� ID 0M TOW, ','p ��.� .gin.,.,.,.. ��- .,�.,,,�,.�,�..�.,_.... ,.,...a. ..�.._ .. �..... �. m„ �..., �,. �.... y,.,....,. .e:.��...•..,...�.�.•...,.�..,' Yi�fP4S >o'°�r OFit,�'. .. •.. ..... . _ , .�.+�_ ....::.:...`�''�»:c>id•.�.aS�a B