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HomeMy WebLinkAbout020-1168-40-000 •s 2288 Wisconsin Depart}ent of SOIL EVALUATION R PORT Page _t_ of _3 _ Division of Safetynd Buildings in accord nce with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach compute site plan on paper not less than 8% x 11 Inches in size. Plan must ~o St. Croix include, but not limited to: vertical and horizontal referencd point (BM), direction and percent slope scale or dimensions, north arrow, and look6n and distance to nearest road. Parcel I. 020-1168-40-000 Please print all information. ~y Reviewe ys Date Personal infomlti rryou provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location 17 Marc J. & Leone M BeauClaire Govt. Lot SW 1/4 NW 1/4 S T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 303 Windolff Lane 5,6,7,8 Plat Of Ranchwood City State Zip Code Phone Number City Village ✓ Town Nearest Road Hudson WI 54016 612-868-1876 Hudson Windolff Lane New Construction Use: ✓ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ✓ Replacement Public or commercial - Describe:" Parent material Glacial Outwash Flood plain elevation, if applicable Na General comments a ~f cS i17 ~e V- jj VvLkyY' ~1 f to '~-crViAk ~f-rl~ CIis~G1~Sc ( G~ S• and recommendations: Site suitable for conventional POWTS dispersal cell with 0.4 gpd/sq.ft./day loading rate. Recommended trench elevations to be 80.50', 81.50'& 82.50'. Boring # Boring ✓ Pit Ground Surface elev. 88.95 ft. Depth to limiting factor >1 17" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sil 2fgr mvfr cs 2fm,1c 0.6 0.8 2 10-17 10yr4/4 none sl 2msbk mvfr gs 2fm,1 c 0.6 1.0 3 17-25 7.5yr3/4 none scl 2fsbk mvfr gs 1fm 0.4 0.6 4 25-63 7.5yr3/4 none sl lcsbk mvfr gw 1fm 0.4 0.7 5 63-72 7.5yr4/6 none Its Osg ml gw - 0.5 1.0 6 72-117 10yr4/6 none s Osg ml - - 0.7 1.6 Fil Boring # Boring t ✓ Pit Ground Surface elev. 87.80 Dep h to limiting factor >106" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-32 10yr3/2 none Ifs Osg ml gw 2fm,1c 0.5 1.0 2 32-41 10yr4/4 none sl 1 msbk mvfr cw 2fm,1 c 0.4 0.7 3 41-54 7.5yr4/6 none Ifs Osg ml gs 1fm 0.5 1.0 4 54-68 10yr4/6 none s Osg ml gw 1fm 0.7 1.6 5 68-106 10yr5/4 none s Osg ml - - 0.5 1.0 *Io~~ Horizon #5 contains 1/8" - 1/4" bands of yr4/6 Ifs at approx. 12" - 16" interv . Loadi ra taq a cts re*ced permiabilty of horizon associated K with bandinn Wow * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L lW E#l u nt #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: - CST Number James K. Thompson J s 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 5/10/2012 715-248-7767 Property Owner Marc J. & Leone M BeauClaire Parcel ID # 020-1168-40-000 Page 2 of 3 3] Boring # Boring ✓ Pit Ground Surface elev. 86.35 ft. Depth to limiting factor > 112° in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sil 2fgr mvfr cs 2fmc 0.6 0.8 2 10-17 10yr3/3 none sil 1thinpl mvfr cs 2fm,1c 0.4 0.6 3 17-44 10yr4/6 none sil 2fsbk mvfr cw 1fmc 0.6 0.8 4 44-68 7.5yr4/6 none sil 1m&csbk mvfr cw 1fm 0.4 0.6 5 68-112 7.5yr4/6 none Ivfs Osg ml - - 0.4 0.6 1 I~ 1 2 ❑ Boring # Boring 6.~ Pit Ground Surface~ev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ z in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS 7S_30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) A.C.E. Soil & Site Evaluations . i j ♦ Er~'s~~g ride e lei l e~'nd0 / 'awn ~ ~ ~oCn~eF1~ r S~a~e r e- f Qc~ X168 , one .6etuc ~'Jre of dot 7 ~.c.oLsN7 [i-7/. ss/0/b ~ wts S, 6, 7, 1-,3 r04~6 cod, S cwf'~! rJ ~1 ' ~e 2y /I., le &CIA, i C i Cr o~ PJ ~1ev .;av.C4. r i toe ' ~ ~dg7s• 67 EKrsfir,~ ti~ ? r - ~ YiSfa~,J GLAD ~ap. 7 ~~i~t%n ol,sfu/.sa/C'e// ice 6 N erC"-' Syo~'c.frn,r'to ~ 4~i.2;Y 3u.si~q q~4vt,(' be re,e..su./. ~ D¢c1~ o .r'4'y.e 06.5 017. 1.~ /&-a.6 veSurIca ~ EXis~'V l cu ..95 20. W'E/r I I I II oats AS 32 ° f . Form - STC - 104 BUILT SANITARY SYSTEM REPORT OWNER OM S7~j,~E jO fa!/ ~y TOWNSHIP (T7 SEC. 7 T ` W ADDRESS/'~~Gff L^/ _ ST. CROIR COUNTY, WISCONSIN d~4VGL. CUOOp _y 3 s /2t Z , HvpSo✓ SUBDIVISION ~~Nl/rtf{~ppv LOTS # S 7 LOT SIZE 3 4,e r , PLAN VIEW Distances and dimensions to meet requirements of ILHR 83 SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM '4 s~.¢ 30 ~ /NDOL Lit/ , c.o t O~.aT:.PEF E/EV.fTPovs ~o ~Y»~-r Pr d /3/y Lf O #7 of /35 To 9a .o cer,ta, i $ I S3 ~ , b T .p r°P 1 \ F/EV. gip' I It .4 JoIrp 9a . ~'Co e ~ y,}wy-&/ae Fr ./o3Y /vim 1''~ (,~O 73.06 r 0 " C.1. wE// /iES 6/ 3- f4- 'Pr Fwny 6.t ~oRuER INDICATE NORTH ARROW V BENCHMARK; Describe the vertical reference 7oP of a ~ P~F 197- N 'E point used C01?4*11k- of Lor' # G Elevation of vertical reference point: /00. 0 fr. 1RaK ' Proposed slope at site: P-/0 9 fog tG SEPTIC TANK: Manufacturer: 5 CvE-Z./t s Liquid Capacity: ~i OVV 6;tl. pOp j Number of rings used: I Tank manhole cover elevation: p / . P6 fT. WE~(r Tank Inlet Elevation: • /(n SI Tank Outlet Elevation: ~(p_ ~ LA f~ Number of feet from nearest Road: CCIO-0 0 / Front,OSideo 0 Rear,O 9s From nearest property line Front feet ,OSide,ORear,© Cp0 Number of feet f feet ~m : well (,g / Fr• building: Seo~ /3 Pr r (Include this information of t _ he above plot plan)(2 ref a~ensions to septic tank) SEE REVERSE SIDE vd!sconsir Deparrmeni of Commerce PRIVATE SEWAGE SYSTEM ounp. S Cmix Safer), and Buiiding Division Sanitary Permi No: INSPECTION REPORT (ATTACH T0 PERMi) X1731 GENERAL INFORMATION State Ptan ID Ne Personal intormatior you provide may be used for secondary pumoses (Privacy Law, s.^ 5.D4 (1)(m) . Permit Holders Name: Ciry Vlboe X T wnship Parcel Tax No j ~taJ ,ti. D~ - lllo - `lD - p JD o BM Eiev: insp. BM Elev. BM Description: Seciionrown/Range/Map No: /60 1 07. V? I.011Z, TANK INFORMATION ELEVATION DATA Gev.e~ TYPE MANUFACTURER CAPA3f7Y STATION BS Hi FS ELE\/. septic Benchmark a I' lbl.g ~5x Li 11 /OcX& (~astn :,-'t~ At. BM ~blR Q Bldg. Sewer IV ~'Hoiding St/Ht Inlet I t TANK SETBACK INFORMATION St/Ht Outle I—, ftlAJ -ANK TO P/L WELL BLDG. ve Air intake ROAD - /6.9 S7 - 107 /4'I s 3Zb _r, S~pSc 1 m J 7-6 zs,,kl -I Header/Man. d z. a~ 3Za 75 / 65 /11 (Aeration p gel 1 Dist. Pipe oJi Holding Bot. System if.s3 79•t,8 11 6P6 Final Grade n nX~ 19.71 7$' g`~S PUMP;SIPHON INFORMATION AA, dC IManutacture Demand St 77- er GPM Model Number D Lift -nCtion Loss System He TD Ft Vale. J~" q.Z 57.7 orcemain Length MDia. Dist to wei, SOIL ABSORPTION SYSTEM ,p S S '.6l 1 .7 6 94,-5 BEDITRENCH Width 1 Length Ne. Of Trenches A PfT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 42 (e 2- 1 { fQ„~`~y„U SETBACK SYSTEM TO P/L BLDG WELL LAKElSTREAM LEACHING Manutact~er INFORMATION CHAMBER OR Type Of System: UNIT Model Numb Q u: y S a ~dJa! I ~'L" Cau\Jt n. n to 0.Y 54 ~1i0 l $ G AJ A- DISTRIBUTION SYSTEM d~yJ ZQ Zo I S CIl., Header/Mal oid-7 D!stribution \ x Hoie Size x Hole Spading Vent to Ai,, e tF,~ I- ~rioe(s!~ ~Lengtt: Dia Length Dia Spacln, _ J SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Deptr Over Depth Over xx Depth of xx Seeded/Sodoed Mulched Bed-Trench Center d' ZG4 Bed ranch Edges Topsg r- jj s F7, No Yes 77No COMMENTS: (Inciude code discrepancies, persons present., etc.?, inspection #1:~t Inspection 92: Location: Parcel No: I.) Alt BM Description 2.) Bidg sewer length - amount of cover = 'X ~ tJ ~ ~ q ?lar revision Required % Yes `I No 6 0 7'' Lse othe, side for additionai intormatian. Date Inseooi . s Signaiur Cer.. No S3G-6710 (R.3/971 RECEIVED AUG 0 9 lQ ; SOIL EVALUATION REPORT 2288 Wisconsin Department of Page 1 of 2 Commerce ST. CROIX CQ{,N ~'tl r,:..:_:__ 30M~W~ DEVE ~ an~crerwith Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper no TeCPA%I92 x 11 inches in size. Pla County include, but not limited to: vertical and horizontal reference point (BM), directio St. Croix percent slope, scale or dimemsions, north arrow, and location and distance tc Parcel I. Please print all information. Revie d By 020-1168-40-000 Dat Personal information you provide may be used for secondary purposes (Privacy Law, s ' Property Owner Property Location Marc J. & Leone M BeauClaire Govt. Lot SW 1 4 NW S T 29 N R 19 W 15 Property Owner's Mailing Address Lot # Block # Subd. Nam or CSM# 303 Windolff Lane 5 6 7 8 Plat Of Ranchwood City State Zip Code Phone Number City Village Town Nearest Road Hudson WI 54016 612-868-1876 Hudson Windolff Lane New Constructior Use: yr Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material Glacial Outwash Flood plain elevation, if applicable Na General comments and recommendations: Soil evaluation completed to verify deeper installation of distribution trenches than allowed by original soil evaluaiton report. ❑ Boring # Boring ✓Pit Ground Surface elev 87.11 ft. Depth to limiting factor >147" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 1 0-10 1Oyr312 none sil 2fgr mvfr cs 2fm,1c 0.6 0.8 2 10-17 10yr4/4 none sl 2msbk mvfr gs 2fm,1c 0.6 1.0 3 17-25 7.5yr3/4 none scl 2fsbk mvfr gs 1fm 0.4 0.6 4 25-63 7.5yr3/4 none sl lcsbk mvfr gw 1fm 0.4 0.7 5 63-72 7.5yr4/6 none ifs Osg ml gw - 0.5 1.0 6 72-147 1Oyr4/6 none s Osg ml - - 0.7 1.6 Effluent #1 = BOD 5 30 < 220 mg/L a d TSS >30 150 mg * Effluent #2 = BOD5< 30 mg/L and TSS < 30 mg, CST Name (Please Print) Sign ure: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 7/14/2016 715-248-7767 i n ♦EXis~~~ ~~~de eJev' - 1 5e )Lzvr~e- 6ecuc'J4.r(f mot 1-oe- 7 I 303 cc~, ~o jf{/~ 1 I .Lr~t~s S, lam, 7, ~8 ~O~lr~of i SeC. 5T2y/1.,,(~ /9cc~, 77.. alscA~ i) \ ~ h i ~~,o' ~ (PS' g p, p' IY(c.+. lld/e C~e.~ u w.tc.d -5 lab .70~ /1es~danoe.. ~ c ri, ~X,isu'n C,/- -,1(2e / wee 6 er~`u Q~/1,Y3 u5jn 9ravCP brc~a~ ~ l7ec/< L--~,;ot d, fi, b b/9. - - - - - cv- C' /~✓i t -C,onnty /0 v Safety and Buildings Division I" ~ s "x J~l RECEIVE 201 V1/. Washington A P.O. Box 7162 Kq v P a 7_ G2 Sanitary Permit Numb Madison, J er (to be d in by CoJ ~ incrnti~~~ g g ~Gp~ s 'Mit Applicatio rV~~~L' State'TransactitnNAr In accordance withQQMMUNV '7 6 e, Sub mission of this form to the appropriate ,~overnmenta, rs required prior to obtaining a sanitary perptr"ilication tbrms ii>r state-owned POW"TS are submi TI, the DePartment of Safety and Professional Servies. Personal inVormation you provide may be nse(i tied to Prplect Address (if fer~:iit the a mailin<addre u poses m accordancc with tile, Privacy L rw; s. 1 for secondary .5.04(I)(m)- Scats. ss) licatiora fnforrraation - ilea e pt int All I forrrxation ~ Property Owner's Naute Property Owner's Mailing Address--~~~-= _ ~e ul tJ 3 W ,,t NAOf Lw\~ Property location 0_7 11 City, State - r Govt. Lot ip Code ]'hone. Nrunber '/n, ~ W- 1/~. SCCL10i7 cl ` (CiiCle one) 11. 'T-,Ipe o Building (check all that T ~ a p - _ -----I-. _ot - ~ or W pp s) L - Subdi~ N; E t or 2 F'arnily Dwelling Number of Bedrooms ~ - ~ ision Name J Puhl'C/Commercial - Describe Use Block # o ~ t~ L) ~ 4 ~ --~'a-- ❑ City of State Owned - Describe Use CSivl blunrlrcr - village of `~J -CGJ I Town of - L" u ~f 1 11 1 _ - - i 11• hype of Permit: (Check only oei hog era line omplete line B if applicable) T6 New' ystem Se eplacement System TI re ^imen l icildinb Tank R: ilacemeni Only Other Modification to Existing System (explain) B. Permit T2enewal 1 Permit, Revision---- - - L_ Change of Piumosr Pcrnlit Transfer to New list i.evious e lit Number an Dat° ssue Tiefore Expiration _ _ Owrter _ 1' e of PO~L"bS ears/Corra~n~nt/fAevace: ~~r Tom` ~rte<~l; [5 41'0n Pressurized In-Ground ❑ pre, Li-tiraund - ~ At-Grids Mound _ 24 in of Suitable soil ❑ Moond < 24 in. of suitable soil ! Holden Tank Other Dispersal Component (ex fain - P _ U Pretreatment Device (explain) )CDispersaU7t teat n! A rea lnfoa Desinn blow ( g p o l D c s i ❑ Soi1 ~pphcation R" e(gPdst Dispersal ~rca Re utrad st-- - - ) - G O 9 } i Dispersal A ra Proposed (y - - System LlevalA VI_ dank info - - L ~ ~ C 0 O q Caparit} in 6 L~o~ • S Gallons alsons U# ofnits Manufacturer CiaUo New tanks g Tank; ng I3n1 Dosing Cber W I--- - - - 4~ VIL Resporasibility Statement Y, tile unders,ia Plti r anc7allat on o9 ehe Plumber s Name Prrntj d ssunoe res onsrhalil.y for Pfp~VTS shown on the attached plans. J(:lA ~n Siena Mp/MP12S Number - `e NuNu III sines", l hone m//bi~er Plumbers Address (Street, City. State, zip Codc;) ~ ~ ~ ~ __-I CJ ~ ~ t Y ~ ► I j 7 f~ w \ 4---b{ i ~ S l~.a u ~s r-1~ W' Vl.fl. untv/De arteneer Llse Only - - ~ t Approved i Permit bee - isapprove , Date "slued Issuing n - 5 nt Sigttahire _ Owne en Reason for Denialg~. Lea. C ondal~Ktd~tt?easons fnr f9isappro•val - - 1 teptio tank, erflL&nt filter drtd /f],, r - - - - `disper:.s i cell must all be services ! r ~.int ir. 'C C as Der na rem, , f gement plan pro ided by plumber. o 2 regyifetrrent s must ;be rir 31m'e: is ed / GG t'~ PAeA, f ri,I~.. J.I ve- saw r A.4A'acri an complete plans Per die svstnm and Guhznit to the ~onnt} only nn paper not eels khan & IIv x P A pnc6es in sirs SBD-6398 (R 1 1!l l ) A'4-t4d MAIZQ e&4-4 V I I s ~ i ' ~ a I I i t ~ } V c k t ~tLs Ji,O 1 ~ } r' , INF)FX AND ITTLE PACE •ro~~^.i .ni~me: ) `fir✓".F 'S f~~C!f9~ ~1) ~(4_~ ~~.'„I' ~ 9~n i1 S ~!>>;i-', division Nawnn- FIIA 1A, 4NAWoub Lc~i RilliYlbpr: lc! P'n'll-cal iFD Nurnhor: ou b j6q~) f'd ;,y ct, i irk Can s tsmr tion Page -5 Mpr itenan_c F;a'y~r ;r a rt'ti t t pisan _ n ;t t rNy 2,r~~~r[ir. ~c r'Y f='racer-~ e11,we~ N raMtnr: Phone Niimbc~~- ?it~r~ai,.~re ~1^Frr,% 1 UYSua~,r .he 'n(`ro , r 'T ;~!~',crr.~,ion C:<~il;pnnnnt ~R it i:e' ~11R/?' t/ersion ;?_U F3[). 10-fit) a~-h (N.Cr;/~;). i I Pct &Aq Ai f1 t B kl1 ~~N i~ jr~tJl„L k aF 1 t i E E I _ Final nralit,. fF-`RA t- r~r i CA1i 1Arpli ~ ,rip l 1. r I h VVV"' tt _Absor Lon p~,S- 'm f 4' i ti F d"c6~.~'r TF luJAI - RN l 'r`an ;1 7 G T "y 1t n~ ~ ~ + I i Ie adeF f ~13,..ys1~: tILBt1 FIn - I LT i~ R f ~l C R al ! I'P - _-i flN" r1 /air(., Vt{?deq - 11.P fi L ryn b a~,. ash rn e f Appikaflon R~~M, y b ft vY iA~M1~I~ ~-4Sf~ j Soil Technical Specifications L-525 E'FF'LUENT FILTER (CO y~M. HUAL) n ZSkLTBELY --1 1 - EXCEPTS6'S4D40 1~ FOR INLET EXTENTION 1 57 d ~.J 0U1.E-3aHINGeRCEPT3 SCh 40 A>,' SO, 4 ~9 e 6 68 [T 523 I~ I -71 YL ii III -r r ? 13.01 183 PL-525 FILTER HOUSING PART NO-30142-525 MATERIAL HOUSING - POLYPROPYLENE OUTlT BUSHING - PVC 0.5 BALL - HDPE ~ - m p - - SOCJ(E'EXCEP`i f,OAT SNi TCH ~1- I - 1 EXCEPTS 1' SCH 1C',~~-y-~ .96 I a6a FOR HANDLE EX-EN T ON WOF Ir6'SLOTS J _.L.. e47 9.5E - SOD(ETEXCE°TS 6,04 I: ~ R BALL PUSI4 ROO OPENING 70 _ OPEIVO 2^ j r i ' f - 1961 22.,1 a h POLY-OK PL-525 FILTER CARTRIDGE PART NO - 30141-525 iI MATERIAL-POLYPROPYLENE i 9 ..1 I 0 dv a SEPTTC AND Muiling Addrrs5 C. F Amp 5 O Wti .S 17 ~ Pa.r& (dantiBr_.si: m ignb y. i ~ St 0 C-p-rup -um PA c,,p `T' y Location _V. 1/4 W, Tmvt.t cif' page ~f 511cc i;bla9e ED }yes f Ii0 of 1i.Iaes ido alBabi D ps 0 Tao Im),roiaer ss~ and ma,i.nt.e?ta.ncc of ~ tx ~znt.e,natlce 5 olar srpc,c system cou9d resub. in its premaia.are failure lp laa.t rj e rt l ~ ~S1,eS of jalt, apirig olat. tale sclat;ic. tE,ai cvc; awce yra-s , or .ao~tinrr, if tacednd, by as tlac Systeri ca a a:ffert ~ftr, fnnctiata of Me ,optic tank as a. tr t'?, r icat eta r Pa apr..r~ a . 13' 1X1?.EiP rlS'S1'>p,4a.l ;5~y,y4.C;y7Y. ~1Xri1C1' ilaa.hatCiar~,laC~ res7onsibclnt,_s are s 1,., 11(.,l>cc;tle,cl i.7 §Cosa m. 83120) and in Claa.pt,er 12 t., (:roi% Couni:q ~a.I~i~:~t y C)rdinaa celanala~r 1A7laat. )q)la l~z.n. izaro The ia, o acTiz, o:,X,ne. OCa>nr Ma5te I r 3.fiiF Cg i:0 Sa.7l mh W SL CmN Cpll.iay pyAllilmg It Zoning Depa,rtiY1mt a G'E7a"I:I:i:}Wwon Rmm, MOW l~ i )iLT, ei' Oll 7e 1 rI y nan pIuniber re~rlictWd i~lun1) er oa a I C4ta4rd pull'ipar me, v t'IfyTI~ . i:hai (1) 1S in proper taacon S19.e CX1't.4tC'(Kra.te Qt5jJ7S~d proper 011 ia,%1I1 CU.ilntl401a And/or rl.'(~;ea 71Sjlt'Ct1a1r; 3 1]d L)t]Y79 J1,1~' 1fS. CtCG Iess ~.laan T./3 ;fall ofs,ttde. l ( 7 ssa.Iy), is a/~a,~., the u7de;•si,;n,~;,ci have I ar, Vic alcove aeclL .r ff(:d A?i CIS so a0 "~h lacl ( 7, ITaeaai:3 and ah?I'CC %0 iaaliiir^,l l Me O~° jJI'IV11,C 4! ~7~nC da~J~sal ,Sj1fi5. ll, a~ 9G. i M DMaY1me111 of ['Ol]i7Li'CC a,nd il]C. ~l1)8S11] E t: C)"[,tfiCl2.i:IC1i1 SIRLtt1 , `,~3 j+O % a]r 5P, 11,t1' S 1gtC a1 ~ rn with thte 1 ) p 1)OCi1 iY 71Tat3iled Illi_L f: i)E C.on 11i.'.%E a3ad I'C Ut~ti'El ,C'SfSLCf'C4 S, S$~.iC C f IhTPS00t]S7Yl. %,O7a Depal ~I1aEnr 1NI$bb 30 days of i:1,lE l:),~1"! f }~L r Ek111i1i.70I1 Ci?.,i.F.., y 71 ttYecl i:o ;:1,e St, ~'roai;k Cnr.It7Y~; T'.ia.ianiT~r ,~S: Y/VvIC ';A jry LAaaT all ^ i.t.j Cate on Pr OPOITY desm1bed Nov., J i> r t~' n by yi,aa a.i E1',ila( LQ Me best of 1I"f1tE. Qf a 1 l} /our lmm1[,gn, jyLZ r rarity deed ; ~~cordn.d in R.e.9i,ster of Deeds G7f~re. ~/a" e 1:1.ae o~h~tltar(S) cl'";:1ar S.j 31NTA ."T T Ong, infol~a~al:iala t:1aa.T .is mtsrciap'cgeaatcd t1aa.31 T~.A . reS1.111: in Me salit'.,l Z7ergait b ^iu~ rc11(>hed tclt.rd[ With tkziS y tT )P Planning & Zo,- n Pl a lon a rce<~r3c~1 ~xat~a, tea 1?Cnat lx^nt. wv fe.rcnce is IT ca.de h nc~ t fare to dcori 'f' i X171 rice i@.e _ acct b docd i~~' fl~~:cds O;:t5cc a. MEN 09M7) ad a r.,oi of the rcr2iEaerl sl;t~,~, ry7ap if