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HomeMy WebLinkAbout020-1439-22-000Wisconsin De~,artment of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division ~ INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Rosam'i LLC Hudson, Town of CST BM Elev: ~ Insp. BM Elev: ~ BM Description: ~ aO.-o cU. 0 Z l vc. =CST- $vti TANK INFORMATION v~ TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic > ~O 1 ti ~~ , O f ~~ Dosing Aeration Holding PUMP4SIPHON INFORMATION Manufactur Demand GPM Model Number TDH Lift Fri n Loss System Head TD Ft For ain Length Dia. Dist. to Well ELEVATION DATA county: St. Croix Sanitary Permit No: 479291 0 State Plan ID No: Parcel Tax No: 020-1439-22-000 Section/Town/Range/Map No: 25.29.19.2748 STATION BS HI FS ELEV. Benchmark Z~ ~ r o, ~ ' I ~.to (~'~ . ~ D Alt. BM Bldg. Sewer ~~! q fJ~. ~d SUHt Inlet . l7p OD ' SUHt Outlet 13 ~ y Dt Inlet - Di Bottom HeaderlMan. ~~ ,~ aZ ~ r /7, ~1 Dist. Pipe Bot. System Final Grade ,Q 2.92 I ~`~ b' St Cover ~~ ~,hdh~s~ ~ ~ a~ 63r SOIL ABSORPTION SYSTEM (12_yQ. ~.,..~.bxrt /~{r'awt-1,. " -/$.41) /TRENCH DIMEN Width f 3 Length r s ~. No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR Manufa rer. //~~ i pCl't TypeQfSystem,,' ~~~ Dr 3 3- ~~' UNIT Model Number; I O ~I • 111CTRIRIITICIN ~YSTFM Header/Manifold tt Length~~ Dia Distribution Pipe(s) Leng Dia Spacing x Hole Size ~ x Hole Spacing Vent to Air Intake ~ } ~ / -i' S(~II LAVER v Drncc~~re Svc4omc Anly YY Mnnnrl nr At.Cir9[te SVStemS ~nIV Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil °~ Yes (_] No ~ ~ Yes ~~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~Q1/~~ Inspection #2. Location: 796 Highlander Circlre~ Hudson, WI 54016 (NE 1/4 NE 1/4 25 T29N R19W) Ind' 22 ar :25.29.19.2748 d[oa.a~ s:tl..,. Qe,rc.Q. 1.) Alt BM Description = ~''~ ~ ~. /~~ ' ~_ 2.) Bldg sewer length = ~ (~`~~ _^ ~ - amount of cover = Z~ ~4-. S+~ C~u-~e~ 3.., y~C~ , ~ ~3r S'R 5 i ~ e. -T-~ Plan revision Required? ~ ;-] Yes ( No ,,~, Use other side for additional information. ~~ ' ~~- ~ ~ Date SBD-6710 (R.3/97) ~~~ and C~h i~ ve.,~~~~~L ST. OIXCO. isc~ntsin ~~~_ ~ Nmaber~~>x>~ffi>%~, y , 3151 ~~~ ~ ~~ De rtmeni of commerce r... f Sanitary Permit A~plicati ~" c; ~ r Lo. x m axoai widt Comm 83.21, RSs. Adm. code pessoasl ~ ~ ~°'l °` `'e , ~ L, K 01 x c; OL msy be used far seeaodary purposes Pavacy laa, sI5A4( m) i Csf di#Fereas t6aa maili~ sddrew) ZO N i N G O FF! E ~ n~no.Infar~ttioo - P~eue rrltt An i,derea.tlo. ~ ~9(p ~/C~/fCAn~ Piopaty ownct's Name Parcel K i,a # ~ Alodc ~ S ROSAMJI, LLC AMERICAN CLASSIC HOMES Pivperly Ovnw's Msi~ Add-ess Y 45 NEW ENGLAN P R NE y., NE u scarim 25 CSty, SiMe zip cane Pbooe Numbs , STILLWATER MN 55082 651-35i-0 T 29 N; R 1S ~ ) II 'li e of )1 (eieek sB tr.t aPP1Y) . yp i~1Cl or2Fsmr'IyDw+ell"mig-N~mobaod'Hadraoan 5 BDRM AS PER HOUSE PLANS ~'~"'1°0°~` CSMN~ber by~ {,o+,.ou ^Pablir/Casamecial-i'facaibetlse ~~ ,, acrSu INDIGO P N , .. ^_~.~~ ^('ity i7VuLge,'~lTow~of HUDSON III, Tyke of 1Pernait: (Clerk Qtly oae ~ oe tlne A. CsRiete life B d appl[aibie) QZO - - ZZ- ov0 Z~ A' X~Prew Syesem D iteplsce~t sy>tem ©7ladne Tonic Beplacameas only ~ tlNba m Sda~6 SysEem B. ^ Permit RwaseNail O Pernut Rtvisim ^ Choose of fl Pemur Try so xea '~ ~'°"'°"~ Paail Nmnberaad Ds~ Isocd 9efore Expitatiao Plumber Owner . .irowl~ rv c~eek,m tlgtt v t~Nan -Presauiaed la.Ca+o~n0 EJ Moued> 24 ~ atsuitawa sal D Moa~d 4 za ~. ersrin~e soil ^ At.[iade D sia~te Pass ssod Flloa D Coaapucsed Wedrod ^ Paonoimd lis{iramd ~ l3oidog Tsiak ^ Pset FeGa ^ Aerobic Treetoseat Uoit ^ R Sand Fier O ® o _ ire ^~ Do~rr[~bin) LEVEL ALARM LVL1 lsdi il b .P aa Y. ratseot Arai HAM S BE INSTALLED E Dear Fbw (mod) Aesip Soil AppGcsbae D~paesal Area Ragimed (st) > Area Proposed (st) Spetam Skweioo 750 .7 1071' 1120 93.85 93.03 YI. Tark Info Capecicy is Tool • Numbs Maeufaaaoer Adab Site Sseel Fiber Plastic Gel6oos Os~oos of Unies Caaaeoe Cooswaed Olsss flaw b 'rssb Yasta septiaHokvsgTs~ 1 1565 WIESER X aerehie'Itarmetuok na.~c~+.~a. VII. as~llty 3tateasart- I, t>,e oiersiped, tar er 11,a Pf)\r'I'3 slaws a ibs stlacLed ww PMI's Name (!lint) 1Mt'4tS Number B~®ass Pitooe Number TODD FEATHERSTONE 242514 715-381-1704 Plaslbor's Addtnsa (Scott. City, ) P.O. BOX 467 HUDSON WI 54016 VIII. Uae ~ a ;3vwivty Permit ms 3 nsse Leoed ~ s~~ ~~ ~r ~,, e ) ~- S ©~ 7.~ . Ix. corm.. SYSTEM OWNER: ~~ ~~~~ S~ ~~ 1 Septic tank, effluent filter and ~~_ 2 or~S- dispersal cell must all be serviced /maintained as per management plan provided by plumber. 2. All setback requirements must be mainrtained as per applicable code/ordinances. Atlati awe plea tN tie Caaay ~ <r tas cfgN ae ?apK' aM lrra eisr asr~ s it sstaes a ase ~2. SBD-6398 (R. 01/03) r y~. j,. _ __ i-_ ~.i ~~J.i 'f~ f - ~ ~-~ - ~ - -- - - -- - -- - -- - - --° - --~- . - d _. _. .. ... __ _. -___. _. _... __... -.. _ _ _ _ . _ _.. _ -- ,// a :- j/ ~ • f~f F !, i .j ~ . .f ~ ~`f 1 f J ~ .. ~~S ~ 1f ,i >~ . ~ `~r r~ -~ - f X88°47'07": /) ~ ti~ ! ~ ~ V~~ ~~ tf r1 z E r J ~ ~ e f ~~ ) f' t. ; f t 1 ~~ w y~ ~ ~ ` S f ~ ~~ ~ f ~ !f j 44 t c ! ` t ? i t ~ r~ ~ Af (f i jf (~ `' ~ f P ~ 4 ~ r - ~ j l _ P e ` i ~ ~ ~ ~ ~ ~ ~ ~ f ~/ - v - / e~./rte it I :' f' F, ! 1 t Q7 ~ . { ~ ~ I^ _ _ ~ /~ `~f _ ~ D. i j. t. ~ - . ~ - ~ ~`?- ~ ~ ~ ~ ~2- g x.80 . v~ _ B.3 - g°2. . rr~ ~... ~' ~ ~/ ,,: AM.CL.ROS..max P C f t -'`;~ S89 ~3 ~5 ~ 7~ ~ ~" ~ ~` i' f J 1 r , r ~ ~E is R~ ~.c;'~A S SlG i ~~ ~ -~ ~-- . ` ~- -~ i r~ i~~ ~ iir } i f 4 r 1 f~ ,~ j jt ~ {f E f ' ~ ,~/1 t .ff '~~ ~ ~ 1 f 1111717 l i ~ / ~t , ~ i t• F 1 - ~ =~% r~='~.- ': s' ` y .~. + f //yy~~' Tom o~ 3jy 'i . _ _ -. .. - - _ yoQ _ ~3 ~, e~ , _r~ ~..~~ ~. ,ate -~ - ..,~- \ nn . P o ~ ..._ :. .. ~ .. ~ ~~`3 ,:s AM.CL.ROS..max ~/lsconsln Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code #,706 Page 1 of 3 Steel's Soil Service, Inc. Attach complete site plan on paper not less than 8%z x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and scale or dimensions, north arrow, and location and distance to nearest road. percent slope Parcel I.D. , pendi P/ea~~l~(nt rn ~~~~: ~ ~ ( j ~~ ) Reviewed By Date ' for n arj r~o§es (Privacy Personal information you provide u g_ __ _} , s. 15.04 (1) (m)). Property Owner r,~ ~ ~ ~U~ ~ 200 ' operty Location R19W 9N ` American Classic Homes I ~ , vt. Lot na NE1/4, NE1/ , S2 , T2 Properly Owner's Mailing Add ST. Ct~OIX COU Nl _., L t # Blodc # Subd. Name or CSM# 45 New England Place Su' OFFICE 22 na Indigo Ponds City to Zi um er ~ City ^ Village ~ Town Nearest Road Stillwater 55082 651-248-3871 Hudson Hi hlandr Tr New Construction l1se: ~ Residential / Number of bedrooms 5 Code derived design flow rate 750 GPD ^ Replacement ^ Public or commercial -Describe: na Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable na ft. General comments Conventional system, system elevation 93.85ft. Trenches spaced and depth to code 4.25ft below grade. and recommendations: n L Q ~ ~ ^l,C ~ .)2._ ~ ~c.~-.r__ I~ i~ [~ o~-~`7Q"v 1 ~ ~ t.r 6 vim-- Cl~r i, V ~ Boring # ~ ® Ground surface elev. 98.10 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/itz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EffIE2 1 0-3 10yr3/1 none sil 2msbk mfr is lc .6 .8 2 3-28 10yr4/4 none sicl 2msbk mfr gw lc .4 .6 3 28-42 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 42-110 7.Syr5/6 none cos osg ml na na .7 1.6 Boring # ~ Ground surface elev. 98.10 ft. De th to limitin factor 110 in. ® P 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 *Etf#2 1 0-6 10yr3/1 none sil 2msbk mfr cs lc .6 .8 2 6-36 10yr4/4 none sicl 2msbk mfr gw 1c .4 .6 3 36-42 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 42-110 7.5yr5/6 none cos osg ml na na .7 1.6 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) ignature: ~ CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/21/2005 715-760-0347 StlU-irS3U {ICUl7W1 Property' Owner American Classic Homes Parcel ID # pend~n~_ Page 2 of 3 Boring # ® Ground surface elev. 92.80 ft. Depth to limiting factor 110 ~ in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/itz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EtT#1 *Etf#2 1 0-6 10yr3/1 none sil 2msbk mfr cs 2c .6 .8 2 6-28 10yr4/4 none sicl 2msbk mfr cs lc .4 .6 3 28-110 7.5yr4/4 none cos osg ml na na .7 1.6 ^ Boring # ~ Ground surface elev. ft. Depth to limiting factor 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 ^ Boring # ^ Ground surface elev. 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 *Eft#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <_150 mg/L "Effluent #2 = BODS < 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.07l001 SDEd's Soil Serve. L1C. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 994 200th St CST-POWYS American Classic Homes Baldwin, WI 54002 Lic. #248956 NE1/4,NE1/4,525,T29N,R19W Direct (715) 760-0347 Town of Hudson, St. Croix Co. Fax (715) 684-3449 Indigo Ponds, Lot 22 Legend 1" = 40' • = Benchmazk Ele. 100.00ft Top of 3/4" PVC Pipe ,~ • =Alt Benclunazk Ele. 100.1 Oft ~~ ~, Top of 3/4" PVCPipe '~ ' ~ =Borings Boring Elevations ~ ~ ~ B1=98.1Oft ~ ~ / j B2=98.10ft i' B3 = 92.80 ft ~~ V,i ~~'1 ~ B4 = OO.OOft ,~5~ ~ ~ 1 ~~ 4~ ~.~ ~ ~ ~ ~ N ~~ . ~ ~ ~ ..~ N/ rr..~' W ~ I~~ ~ N / ~~' ~ ~ 1 ~ l I ~~5~~ ~~ ~~ ~~ /~~ o ,o ~, ~~ i ~ - I-~ ~~ ;, i ~ J t..w T• v/ tlJ ~ + ~ v -,, .. ` 1` 589°53'05"E760.7 ' ' ~ ~ .' ~ ` ^J ~ ~ ?3'~ i- ~ 344 ~ , • , . :~~ .~_.~;- - '~'. l t ~ ; t - 34.27 ' w~~,,` •` t ~ `, ~"".T'.~ f ! f ~ i~ f- ~ 1 ~ ! :~~(t ~I+V+~x~v < ~ ~ ti' - L . f+ ~ M r r s ti "'~ 1 ~ '~ irk /~ ' j ~ ! ~ t .s • ,'~~f~~r ° ` •~ ~ j j >. 87125 S.F.~ ~ ~ ~' ~ ~~ ~;,~ c ~' ~ '' ~.~;~jz~` ' f- (2.000 AC.~ ~ ~ ~ i t " ;~! '`-. ~-~'; ~,~ ~ ~ (1.649 AC. N.B.P.A.) ~ " "' ~-- ~~y - .., , - - ,- - - ~ , ~ . ,. ~, 23-~ .-- ~.. .~, ~~~ `. t ~ f j r c. N.e.P.a.) \ .~ ,,. ,x(2.245 AC.) P ~' f ~ t ; J i j ; ~ r ', ~~ v --1~ - ,~~ --.} ~ ! '94.62 Y ~p ~ v~ ~ i ~ /~' ~ ~, O: iJ ~ `' ~` ~ ,{1.508 AG N.6.P.A. (8194.3 S.F. ter' !. r.~,,, f~ '.• ~ f, _ h N 1' // i / ,~ _• ~ , . (2019 AC.) r ~ -~` g~,/ - '~i ^~ ~ l ` ~~ t 36 AC. N.B.P.A.) r ~ ~ ~~ i~/ ~` ~~ ~ / % ~(~ ~ t r' - ~! ~ ~ ~ % ~ 1 j " r= Z9- yp'1 =' I / ~` ~ , f / j f ' J 7129 5.~. 1 f .' . ~' ~'' ~ - ~ •~ j ~ ; ~ / , ~ t ;' 12.000 AC.) • f . ~ .- - -'~/.-% = ~ '~o ._~ /^~' :' ~ ;/ ~ `. (1.539 AC. N.B.P.A.~ !~; - ~ 11k9ii ~ I f ~8a. ~3.` ..'~ '.rr^ ~~ / /frl // ~ Ej ' ~ i ~~1 n - ~! - ,- ~~ _- ~ ~• 10 ~''' '- • = \ 10259' ' f ; /. ~'`v: 1 f ~ ~ 355 AC.) f- ~ `FO - ~,~ ~ ;' ---... _ ,O ~ ca` - (1.023 AC. N.B.P.A. / ~ / /. ~ / (2.266 AC.)' f`~/ ` `' f ._ - ----- ~ i ~' ~i '• ~ ; . ; ,~ _.~-- . - _- = ' ~ (1.635 AC. N.B.P.A. ~ `" ~' - ~" _ ~•- ,, ~ ~~ i ~ ~ ~ ~ % it •i~/ !! ~ ., ---87x81, s.F: f ~ ~ -- ~.s ,,~ . ` ~ ;~ ;.~ J ~ t _.{2.004 ac.) ,~ ~ ~, ° _ `~ ~~ k, '~~~ . ~ ! - • ' ~ X1.561 AC. N.B.P.A.) , - - : t '\ ~ '~ ..• ( t ~ `•; ~ . _ _.._ - ~ ~ ..r _.:_ _ - 1 _. ~ , i' _ ~ ~J - ,. ` r- ~ :~ , .~- '- ~ _ 1 •, SYSTEM CROSS SECTION ROSAMJI, LLC (AMERICAN CLASSIC HOMES LOT 22 INDIGO PONDS ~qN }{O~ INSPECTION PIPE `~ GRADE ~ ~ 7 ZABEL FILTER 1565/GAL TANK ~ 75' SYSTEM ELEV. , 93.85 ' 9.4"~ J ~z B ° 01 X65/C~ ~~,~ rf'~ " TANK o 12 BIO DEFUSER CHAMBERS 0 plD,tlt N ING - __ - tt)TZZ. 8L~ SUB1~.Fni~~ pnr~n~ C D Y Q T~7 HUDSON WI 21.2514 Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in ncr•nrri~nro wi4h (`nmm R5 Wic Arfm Coda 1293 Page 1 of 3 Steel Soil Service County Attach complete site plan on paper not less than 8'/: x 11 inches in s¢e. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I D percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . pending Please prin a -n ev' By Date Personal information you prove may be u for secondary purposes PTIPaC~Law, s. 1 .04 (1) (m)). ~ 2 Properly Owner r~ AY 1 3 2 ~ Q ~ roperty Location ROSAMJI, L.L.C ovt. Lot na NE 1/4 NE 1k1 S 25 T 29 N R 19 W Property Owner's Mailing Address of # Block # Subd. Name or CSM# 2141 Cty Rd. C ST. CROIX COUNTY 22 na Indigo Ponds City State lp o ~ City J Village ~ Town Nearest Road New Richmond ~ WI 54017 715-248-7071 Hudson Highlander Trail il/ New Construction Use: y~ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD _J Replacement _j Public orcommercial - Describena Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable na General comments ~ 3 ~~ liYr~ "-a ~" and recommendations: system elevation 95.50 tt, tren ches spaced and depth t o code 4.50 tt below grade / ~~~ e l -k~ I . D . (o " d ° s -~~vj- ~ Boring # ~ Boring 120 ~°~C 1/ Pit Ground Surface elev. 100.00 ft . pepth to in limiting factor . Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-6 10yr2/1 none I 2msbk mfr cs 2f .5 .8 2 6-13 10yr4/4 none sicl 2msbk mfr cs 1f .4 .6 3 13-22 7.5yr4/4 none sl 2msbk mfr cs na .5 .9 4 22-120 7.5yr4/6 none cos osg ml na na .7 1.6 2~~ ~ `~ 3.85 (Ooh/ X3.8' ~o9.Y Boring # J Boring Pit Ground Surface elev. 100.00 ff. Depth to limiting factor 120 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structun: Consistence Boundary Roots GP D/it' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr2/1 none I 2msbk mfr cs 1 c .5 .8 2 6-12 10yr4/4 none scl 2msbk mfr gw 1c .4 .6 3 12-30 7.5yr4/4 none scl/sl 2msbk mfr gw na .4 .6 4 30-120 7.5yr4/6 none cos osg ml na na .7 1.6 ~ 2'' ~3.$ * Effluent #1 = BODS> 30 <_ 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 =GODS < 30 mg/L and TSS < 30 mgn_ CST Name (Please Print) 'nature: / CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 5/2/2003 715-246-5085 ~~ b/ ~r< Property Owner ROSAMJI, L.L.C Parcel ID # Pending Page 2 of 3 Boring # J Boring 1/ Pit Ground Surface elev. 96.10 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu. Sz. CoM. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10yr3/2 none I 2msbk mfr cs 2c .5 .8 2 5-29 10yr4/4 none sicl 2msbk mfr gw 1 c .4 .6 3 29-40 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 4 40-72 7.5yr4/4 none cos osg mvfr cs na .7 1.6 5 72-96 7.5yr4/6 none ms osg ml na na .7 1.2 ^ Boring # J Boring _J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # --~ Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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. Page 3 of 3 STEEL'S SUIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM ROSAMJI, L.L.C. New Richmond,WI 54017 Lic. #248956 NE1/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200 Town of Hudson, St. Croix Co. Fax.(715) 246-9372 Indigo Ponds Lot 22 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1"=40' • =Benchmark Ele. 100.00Ft Top of 1/2" pvc pipe • =Alt Benchmark Ele. 99.35Ft Top of 1/2" pvc pipe ^ =Borings Boring Elevations B 1 = 100.00Ft B2 = 100.00Ft N ,__ ° ~.7 vi w~ • ~f '' ~~ S89 5` '05 E760.75' ~ ~ ~~ h ~ t3, ~ 344 ~ :: 2 'sEC.~ '` `,~~^'~~' ~ _,-r:•r--~ _ _ ~.` ! G~ . .~ ~ J J~ _! / r I j. i. ~3~2.75~h r~:%' -~/ t i i • t % / ,~ '~ ;,~~, r '-'='* / 87125 S.F. ~ ~ ~" a i ;~,~ .~ t (2.000 AC.~ ~~ a'```t': ~ `{ `'_ °,`~ .649 AC. N.B.P.A.) ~ i ~t 23 i ~ , :~ ~< '``- ;, _ " ~ (t~4 ~ o" ! ' :8 130 s.F., ~. ~ . - ` ~ `~ ~ ~ .v°', ~ •~ (2.000 AC.). ~;~ ~ +_ ~~y~ ti,~~9~78 S.F. ; ~ ~ j ` , ~ 1.115 AC. N.B.P,A.) _ ~ ~~ r= ((1, 000 AC. N.B P.A.) ~ v ~ ~ ' ~ ~ " ~ ; ', •?. ~ ` _ . .l ~ t k ~ ;~ %' .: f ,; 1194.62 •.l ~ t ~s "1'~y' ' ' ~ ~ r ~ t j ~ .~- f = - ,,i ~~ ~ ~ t s -.~; F'y- ~ ,. - ~ 24 .. ••f ., , :- ~:~-~ }•-~-`.,_-~.. X \ 1 ! i ~ :/ ~ ! r t i 87226 S.F., ~ { DLO' p 1 ~% '> / ' SBL ~ ~, o" ~i ~• ~. ,,/ ~' r / ,(1.508 AC. N.B.P.A. ~ 1 ;87943 S.F..-- ~' • -~".~-` r ~~~ ~ h e~i ~' / r ,! / _ ' ~ t. ~ ~o, j , . 2.01 ~ ~ ~ '~ 9 ~i l ~ ': •, 8$-0 ..._ l~ _ . ~~ ./ ` 1®35 i ~ f • 25 ~' ~- ~ % ~• ~ . ,(2000 AC. ~ ~~, ~ ~ .-~~" ~ ~- _, ~ • ~~ ~` j /~ •t, ~~ (1.539 AC. N.B.P.A.)I %.. j%~ r ~~- ~ ~, _. . ~ ~ - - j 9~ . _ ~~, _. " - ~ t /~ , -'°' °-- A~9' f '188.13' ~ ...--• ..` %~~ / `~ •~ ~ ---~~,1~. ; 503 02' .t~~~ ~ 41 ~~ \• _ l o . o ' ~~~ r1~•~ '' r may- ~'~`~_: 102593 3.F. . ~ '' _ ~6• / ~ ~' ~ ~ ~ ~ (2.355 AC.) i r `~ , `rp ~ !~ ~- O ~f cP ~ (1.023 AC. N.B.P.A. ' ` ' `J f ~.~ ' L~\ ~ 1 r- ~ . % ; } , .. ~ ~f j ifs ~~~ t ~~ { ~ - ~_- _ ~' ~ ~, , . _--- f 1 (2.266 AC •. ~ : 1 i ~~ :, ~ , ~:- , ~.. _- .` 3.06;` / %75.10'/ --5781, S.F' ~ _ ~ '~=j ~ ~ !' { - (2.004 AC.) . ~ '~ t. ~ 33• `~. ~~~ ~~ ~` '~ I 1 ' ~ ~~ ,1.581 AC. N.B.P.A.) r ~ - ' ~ ~ ~ ' ~ ~ '~ ~. ._ .... ,, --~• ,~' r . t _ ~ ~. ; ~~~ ~, it ~ ~ ~~ ' .' ,, ._ ,`. ~l, f:. ~ - f ; ~ .. .._.~ -._... - /IC // ~ i ~~~~~: .~'7 ~~ ` ..ri^737 ifa+ .. ~` ~ ``~__I~~ _ `jfdS! J ~ ~ ^ ~~~'• ...~ _ ... t . ~ , .._ / POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 1 of 2 FlEE INFORMATION Owr>4r ROSAMKI LLC : ~qz 9/ DESICsN PARAMETIE'FtS Number of Bedrooms DNA Number of Public Facility (!nits Jl~' NA Estimated flow leverage! al/da Qesign flow {peak!, (Estimated x 1.5} ~ alld Soli Application Rate aUd /ft2 ~ NufiuentlEfflrterrt Qualhy Monthly average' Fats, Od dr Grease {FOGI 530 mgll 8'iocirem'rcal Oxygen Demand (BODE) 5224 mgiL DNA Total Suspended 5ofrds {TSS1 5150 mg/l Prevented Effluent Quality Monthly average ' mica! Oxygen Demand i130D61 530 mglL Total Suspended Solids (TSSI 530 mg/L DNA Fecal CoCrlorm {geometric mean! 510` cfu110pm1 Maxrmum Effluent Particle Size Ye in dia. DNA Other: ~ ~Nq 'vakres typ~ca for doms:sic wastawatsr and septic tank ettkwnt. SYSTEM SPECIFlCATIONS Septic Tank Capacity 1565 O NA Septic Turk Manufacturer O NA Effluent Fitter Manufactru DNA Effluent lifter Model O NA Pump tank Capacity ~ NA Pump Tank Manufacturor ~NA Pump Manufacturer ~ NA Pump Model NA Pretreatment tJrrit D Sand/Gravel Fik~ D Mechanical Aeration D Disinfection D Peat Filter D Wetland D Other: ~'.~~- D'rapsrsal CeN(sl ~ ~I In-Grouztd 19r~hY) D At-Grade D Rrip-Line O NA D In-Ground lpresatrizedi D Mound ^ Other: ~ilA ~~ 4~ NA ~= ~NA ~swwvrsuwuwe enucAwe ~tlAMt ~ f.~\/'Y~Yr V V ~ ~~.v V iiv Sstvke EreM a Frequency inspect condition of tank{sl At least once every: 3 Q saris) s1 DNA Ptsmp out contents of tank{s} When combined sludge and scum equals ~e-third i3y) of tasrk volume O NA inspect dispersal ceulsl At least once every: ©monthls) 3 yeadsl DNA Clean effluent filter At least once every: D monthls) 4 - 2 earls! o NA controls & alarm Inspcet Pump, Pump At least once every: ^ ear( list ~ NA Flush laterals and pressure fast At least once every: D monthlsl D sl ~A Oe,er: D rruorrthlsl t~NA At (east once every: ^ ear(s1 Other: - ULNA MAINTENANCE INSTEItfCTION$ Inspectior>s of tanks and dispersal cells shah be made by an individual carrying one of the fogowing licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer: Septage Servk:ing Operator. Tank arspections must include a visual inspection of the tankisi to identify-any missing or broken hardware, identify any cracks or bake, measure the volume of combined sludge and stxim and to check for any back up or ponding of effluent on the ground surface. The dispersal cellist shalt be visually inspst•Oed to check the eff~etut bvels Wt the observation Pipes and to check for anY pondin9 of effluent on the ground surface. The ponding of affluent on the ground surface may indicate a fatbrg condition arrd requires the immediate notification of the local regulatory authority(. When the combined accrrrttulafion of alttdge and scum in any tank equals one-third iY31 or mots of the tank vohurre, the entire contents of the tank shah be reurroved by a Septage Servicing Operator and disposed of in acuoordance with droplet NR 113, Wrsccxrsin Adminisvative Code. All other services, includ'mg but not limited to the servicing of effluent fillers, mechanical or pressurized components, preveatment units, and any servicing at irrtervals of 512 months, shall be performed by a certified POWTS Maintainer. } A service report shall be provided to the local regulatory authority within 10 days of carrpbtiorr of arty service event. tiMW (410(1 Paps 2 of 2 START UP AND OPERATbN For new corestcuction, prior to use of the t'OWTS check treatment tanklsl for the prasereoe of painting products or other ctremicels that may impede the treatment process and/or damage the dispersal cetl(s!. tf high concentrations are detected have the ooreterets of the tankts! removed by a septage servicing operator prwr to use. System start up shall not occur when soil conditions ere frozen at ttis infiltrative surface. poring power outages pump tanks may TiIE above normal highwater levels. When power is restored the excess wastewater wiN be discharged to the dispersal ceills) in one large dose, ovark>ading the oe1Ns! and may resuk in ties backup or surface disrdear~gs of effkr~t. To avoid this situation have the contents of the pump tank removed by a Septags Servicing Operator prior m res~oorireg power to the efflu~'et pump or contact a Pkrmber or POWTS Maireta~ to assist in manually operating the pump controls to restore normal levels within the pump Lank. Do not drive or park vehicles over tanks and dispersal Dells. Do not drive or park ova, or otherwise disturb or rt~mmpact, the area within 15 feet awn skspe of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the Gfe of the POWTS: antibiotics; baby wipes; cigarette butts; caedorrea; cotton swabs; degreasers; dental floss; diapers; disrcefeetants: fat; foundation drain {sump pump! water; fruit and vegatabb peelhegs; gasoline: grease: herbicides; meat scraps; medications: og; painting products; pesticides: sanitary napkins; tampons: and water softener brine. ABANDONM911T When the POWTS fans andlor is permanently taken out of service the followrreg steps ahali bs taken to insure that the system is property and safely abandoned in compliance with chaplet Gorton 83.33, Wisconsin Admfreistrative Code: • All piping to tanks and pits shah be disconnected and the abandoned pipe operaregs sealed. • The contents of all tanks and pits shag be removed and properly disposed of ny a Saptage Servicing Opara~mr. • After pumping, aH tanks and pits shall be excavated and removed ~ their covers removed and the void space filed with soli, gravel or another inert soCrd material. CONTWtiENdll Pi.AN If the POWTS taNs and cannot be repsirod the fopowing neeasures have been, or must be taken, to provide a coda compliant replacement system: A suitable replacement area has been evaluated and may be utilized far Lhe location of a replacement soli absorption system. The replacement area shook! be protected frorre disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replaceneent area wai result 'ere the need for a new soil and site evaluation to establish a writable replacement area. Replacerreent systems must wmply with the rules ere effect at that tune. D A suitable replacement area is not ava8able due to setback aredlor sog Wrdtatians. Barring advances ere POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. N~ C3 Mound and at~rade sod absorption systems may be recatistrearted in place fMbwing removal of the biotnat at the inf~trative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WAMiMI(i> > SEPTIC. PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANOIOR INSUFFICIENT OXYfiiNl. lm NOT ENTER A SEPTIC, PUMP OR OTFiEn TFtEATMiteNT TANK UNDER AAlY CiRCtiMSTANCES. DEATH MAY RESULT. RESClJE OF A PERSON FROM THE INTERIOR OF A TANK MAY !3E DIFFICULT OR IMPOSSItN..te. ADDITIONAL COMMENTS P0111rTS [ISSTALLER Name ~~ Pte~ne ~ -- ~~-y POWTS MAINTAINER Name FEAT ~'°te 715- 8 - SEPTAtiE SERVIgNt3 OPERATOR IPUMPEiI1 LOCAL REGULATORY AUTt10RITY Name PINKY'S Name ST. CROIX CO. ~N/ Phone 65i -436-5788 ~1O^s 5 - 3 - Tleis docurreerit was drafted K- conepkance with shaPter Comm 83.22121(blllildtKifl end 83.SM1). i2) & 13), iNisconein Adirwieistratiw Code. From: TODD FEATHERSTONE To: JEFF Date: 6123/2005 Time: 3:50:26 PM Page 2 of 3 SBPTIC TADIIC AGRHEMBNT AND OWAIERSH[P CBRTII:ICATIOM RURM Uvvt~er!$uycr RQSAN{J1 LLC_„_tAMERICAN CI..ASSiC HOMES) ~g pd~ccss 45 iJ~W ENGLAND PLACE StiiTE 200 S~"iLLYyt~ i Eri, MN 55082 Y Addt+ett.7410 ~~ /~/a ~. ~1.~ r ~'r. Na~iaai~ t troa+ Dcp~mxttc for nit' eo~on~tioa) ~~ tSty/Stste HUDSON..WI _ Parocl Identification Alamber - c~Zo- 139-22-ouo ~ Z~y~~~ kl DBSCRIP"l~t)N Propatty Locaoi~on NE Y., NE '1., Sac. 25 , T29N t~_g 19 a1, Town of HUDSON S~visiat: INOIGO PONgS .Lot # 2~ . . ___--- 4txtfBed Sae~- ~Iip # Yore .:. _ `- . ~ag~ # warra~tty Deed # 7193Q9 _ Volwame 2223 ~ _ p~ ~. 308~~- Spec Ibcose C} yes ~9 na Lot Imes i~tifiiable [?9 yes O- no )iap~oper.~sateds~ialmasoeof'7nars~s~oa~r~it£nib~erom~e~oLm~a.~es.Pmpa,~a~e+~.oe emsrys at°poa~a~ oat tae septic taint ~ taobe 7as ac iooee~ !f needed br a tioeooed pampea. Want ~aa pat isle tas syeteoe cos td~'eettac fcmcAiaet oEt6o septic task as.a iretoeauaor ~ to tae wda~te . _ The ¢opetiy ardet a~ eo euLt~t b be~rcmeaiod ~ oeeC~attia~a tioaq- eip~ed by 8~ ar+~aac aidi~ a ~'P~3~7~f~Q+P~OC~e ~ ~(t}lheas~dle.~eovaea'~apasaisyste~ n iapeopaoo~nreta~OrCZ}.tiec~eeGmasapaoo~.(ifoax+~.~.eptic~tis Weffim u3 ruU otsl<uage. ~ t>te rrdeetipodl~cmad fire aaoe+s mgaae~ ud ~ b the pdYtla t d~pead syreeen wim ~ st.adstds ~tiet>ion.ham,~ssetbytQrsDo~QomrneooemdmeDgpccimaoicatl~t~tsl~leafWfsoor~sia. ~t+~1^~'e7-~ao-teebaamsiotamedmmt6eaomttf~ied.ordeoi~odat~e ~~~ ds tree ~ e fie. 06 / 23 2005 - . 'iV)R8 O~ ~ DATE I (.aa} «~ify taac a>! sbteimesh m tl~ 6orm srs hue to tae best ccmr (oar} imowlodxs. i (e-a) am {m) tao o~v°°e(*) °t ab- desce~id aaopq br of a~tjr deed eeoonbd is of Deede t~'ioe_ 'ILIBB OF AE!'fSGANT DATE 7 1 ys~,~ STAT OF WISCONSM FORM S -1000 • l~n~ PERS~AL REPRESENTATIVE'S KATHLEEN H. MALSt[ ~~~'! Drcuntrnt Number DEED REGISTER OF t)£ED5 ST. CROIX CO. , MI J utl~ Niccu as Personal Rcpresentative of the estate of i~lorence K. Polen ece ea r vatuabic considtration conveys, without vvattanty, to Rosamii. LLC ntec, the following described real estate in St. roiz County, State of iaconain (the "Property} (if more apace is needed, please Please see the attached legal deacriptlon. Reeadin= Ares REGEIYED FOR RECORD 84/29/2003 03:00PK PBRSORAL R6pRESENTATIY tXQPT ti REC FEE: 13.08 TRANS FEE: 3448:80 COFY FEE: CC FEE: PJ1GfiS : Z Name and_(tAum Address .' - Edina Rsaky Tltlo - 400 S. 2nd St.. a3i116 _ Hudson, W154018 /}~~ f J~I~ Personal Representative by this deed does convey to Grantcc ell of the estate and ru.t. interest in the Property which the Decedent had itmtediately prior to Decedent's death, Parcet Wentificatioa Number (P homestead o rty. and alt of the ectote and interest in the Property which the Pvsonat Represent~ive has This ~ pot ~ ~ (is tmq since acquired. Dated this 18th day of _ ADrtl „x,,003 Peraonat Representative AUTHENTICATION Signature(s) Judy .Ntccum authenticated this 18'" day of Aril 3003 ~ -- - -- Iii vC ~ qA'/ TITLE: MEMBER STATE BAR OF WISCONSIN (1f not, ^uthorited by § 706.06, Wis. Stara.) THIS INSTRUMENT WAS DRAFTED BY He~rood, Carl & Apderson,S.C., l2tTA Frosfvrd SL, Sultc !06 P.O. Box 115, Hodson, WI 54016 (Sianatvres may be authenticated or acknowledged Roth are not necrssary.} • Names of persona signing in any espacity must be PERSONAL R[PRCSEN7A'CI VB'a DLLD S._ • Judy . Nkcuw pecaonal Repreaenwtive AcxrtowLEnc~lr~lvr STATE OF WISCONS ) ss. ST. CROIX County ) Personalty aar+e be[ore me this 18"' day of April 2003 the above named Judy Niccum to me known to be tiro person(s) who executod the foregoing instrument and ackttowtedged the aalru. Notary Public, State of WISCONSIN My Commission is petttlanent. (If not, state capiration date: tx printed below their signslure. - SCATS HAR OF WiSCONSII'1 F01Ut Ma S - 2a00 ~1 MFO•t'Rt1 ta00ySSS-202t •.ww.atoQmfoms.com ! 4 4. ~ v . v v ~ • T Parcel A: That parcel located in part of the Northwest Quart~a' of the Sow Q~- ~° Northeast Quarter of the Southeast Qututar, the Southwest Quarto crE the Sottdteaat , aad•tbe Souffieast Quarter of the Sootheast Quarter. sU in Section 24, Town 24 Narih, Rangc 19 Went, and t6o Northwest Quarter of the Northeast Quarto, t5o Northeast Qutirtet of the Northe~ad Qaarter, and the Sotlth~t Quarter of the Northeast Quarter, and the Southeast Qudtter of the Nort3>~ QwrOer, all is Betties 25, Town 29 North, Rangc 19 bloat, Town of Hudson, County of St Croix, Stsbc of Wiaconai4 farther dcacn'bed as follows: Bagianing st the south quarter eorttor of said Section 24; theacc North 00 deQroes 31 minutes OS seconds West, (for the. purposes of this description rho youth line of said Southeztt Qgmter.assumed to bear North 89 degrees 53 urinates os seconds West) elom8 the Notch-South Quarter line of acid Soctiori 24, a distance of 158.37 feet; thence North 89 degrees Sb mia»tes 47 seconds Esai a diataasoo of 794;98 fat roe the point of beginning of a litre hereinafter described as "Line A"- tbca~o Norris ~ dOSt'0OS 16 minutes 57 seconds East, along said "Ciro A", a. diate_ nca of 1049.18 feet iv the point of teQaiasation of said "Line A"; thence Nash 47 degrees 03 minutes 07 seconds West a distaste of 118.06 foot; thence North 2? degrees 46 minutes 10 seconds West a distance of 196.02 feet to the cenlxa lino of Badlands Road; thence North 67 degrees 30 minutes 13 seconds East, along acid center line, a distance of 708.39 feet; thotioe North 67 dogfioes 56 nunutes 31 socoads East, continuing stag said center lute, a die of 674.75 feet to the westerly line of BOUNDARY RIDGE, according tD the rsootded Plot 0fDi0O~ ~~ Sovdr 00 degrees 25 minutes t7 seconds West, along said westerly line, s distaaeo of 1826.90 foot tq the soutl-weat corns of Lot 7, said BOUNDARY RIDGE; tbeoce North 89 degrees 43 miarMes 38 seconds Was a distance of 66.00 fiat to a point 66.00 feet westierly of aed perpesldiculat to saki t+vosterly line and hereinafter described sa "Point A"; thence South 89 de@~oes 36 mlautts 47 setads West a dratanoa of 961.84 feet to a point 66.00 fcat easterly of and perpendicular to said "Line A"; thence North 00 degraas 16 minutes S? seconds F.eat, parallel with said "Line A", a diahnae of 1036.45 feet; ~en~ North 84 degrees 25 minutes 43 seconds East a distance of 62.43 feet; tlranoe North 77 degrees 28 miuarttea 43 seconds East a distance of 343.87 feet; theaoe North 83 degt+oes 18 minutes 47 socoatis Bast a distance of 201.86 foot; thence North 58 degrees 53 minutes 32 seconds East a distanoo of 263:23 feet;. t>sestoe North 54 degraas .19 mumte: 28 seconds East A distaste of 112.69 feat; thence North 42 degrees 13 urirtntes 44 seconds East a distance of 46.55 foot t0 a point 66.00 feet weACrly of and porpeodioular co said westerly line of BOUNDARY RIDGE: thence South 00 dcBrocs 25 minutes 1? soceatds'Wesk parallel with raid westerly line of BOUNDARY RIDGE, a distance of 1370.64 feet m said "Point- A": ti~anc~ s°uth 89 degrees 43 minims 38 seconds East a distmce of 66/00 fed to said aotethwest corncr of Lot 7; thence South ~ degrees 2S minutes 17 seconds blast along said wostxly lice of BOUNDARY RIDGE, a disxance of 163.55 feet tr,- the North line of said .Northeast Quarter of Section 25; thetlca South 89 degtbes 53 minutes OS seconds East, along the north lint of said Northeast Quaroor and the south line of ~BOtJNDARY• R1~CiB, a distaam of 740.75 felt t4 the northeast corurr of said Northeast Quarter, thence SoutB tl(1 degrees 29 mittubes 03 seconds West, along the east line of slid Northeast ~uacUar, a distaste of 26]6.18 fen to the southeast corner of said Northeast Quarter; chance South 89 degrees 25 minutes 38 seconds West, along the south lime of said Noctlreast Quarter, distance of 2606.35 foot oo the sotrthwost corner of said Nortbaast Quaroer; tLeece North 00 dew Z4 minutes 10 seconds Went, akurg the west lino of said Nortbcsat Quarto, a d>atancc of 264729 foot to the point of begiffiing, SL Cronc County, Wiscoaaia, except that part described as follows: All of the Southwest '/. of rite Nortbast'/. sad also the West SSO Feet of the Southeast ~/+ of the Northeast'/. and Also the South 250 feat of the Southeast'/+ of the Northeast yti exoept the West SSO Feet; a]l in Sectiauf ZS, Township 29 North, Rartg~e 19, Town of Hodson, St Croix County, Wisconsin. 011 ~ a~-1D~~-~a~c~a, ~a-1~~~~-~v_U~,~ ~o~~a~c~ -y~~ ~o-~o~ic~ ;~o, lDb9- 30~dD0, ~~0~9~4~0~0~, dtr l0~9 ,~G"vCY~ d~-fo~ ~o-ate. EASaIENT ~ :~ ~ 1 3 _~~ ~ P.L MW. I:LT ..... __... ~ 1~ p >Irs'ra' o a x ao' Iwoviro srr~. ~ ~~ ^ biz r•. 111e1GHpiC SiS 1~. SCI! f'00'Ir S6T ~s Ora ~- ~ ~ ~ ~! AtJ. O'MEN s-~[ wRO 0{arflA? volaaes INf+ewISE 9+~+- ~ r N i>a ~ a4, r~ s snm Psis ~IC1~ncG N Q ~AtE a O {NOro'0'E 1.04 !~lr10U9.Y 1R>DCORI>iG 1DA?A Q ~ ~ SOl fLT>1~7C IJMi N ~ ' OF 4 0211~'p>){~ 7+D ti.LG.S (]IA111? tY) ~ ~ ~~ >L~S!' QPQP >iU1tAC IRA~I~ ON aOtTl~t alOx "Pd1iT A ~. I ~ ~ ~' !sA>a1.Ai[I~ !)IOAa tta1/A1PIdN ~ lOOi.i4 0 1 ~•~r ~' _ SOUIHMIE$T ~.Z6 SET MIEST_~t%~ ~ ~ ~~ "'fl0 OF LOT 7. , Of PROPOSED b ~ ~ ~ RIDGE LAt CORNER ri ~~ ~ .-~ n t t A I n A ~ ~/ "1~ I f~ r 1+j ~ ~~ ~ V V I v V n ~1 i ~~ 1 solitti u~1E of t-L ~ ~ t0 ~ - -- - - - ..,..... ....._ - - - - -- -~SQU7NEA.ST OUARifR SEC. ~- ~ ~ r~' Q ~l 24. Y. ~ N» R t0 w, , ~ ~ 1 ~] ~ (~S9a'4» 07'MQ ~ ~ S89'S3 45 E 760,75 IroRTrs c,1~ of ~ ~:, ~~'~~ ~`~ '---NORIF~EAST p~lAR1EIt ~ q~'~ ~ ~ ~a 2s4 T. 20 K. R t0 w. ~„ ~,;, ~' td ,M , _ ~ ar2s Sf. ~ x 23 21 ~~ czooo ~.~ ii7787 S:F b (2.24.5 11C.) ` ~ : ~+~•SYE ~94.a1r °y ~ ~ ~ • aria ~ , ~ (2.00 b ~ w ~ a~43 s.~. ~, sea~~to~ P anzt s.~. a ~ 1 ~ ~ (2.000 ~c.) ~ - - ~ s,~ ; ~ ~~ ~ e» 1 -..~_ / t ~~ f/ ,~ '~' ~,, q# _.~-----.«.--_.r.-- ~s 14 ,• see'3a'ta"~ aoe.o2' / ~~"~' ~ '~ ~' ~ \ _.~ _ ~ '~ ter.. ~. . '~, ~ ~ ~ ®: e,~,.~ • r u naa na wuw A K ML •I ~ ~ u~iyY~l ~Ia 1RQ ~t3KAfCii~ ~~ M'w'4 4y 1~~ r~~ ~w -~- AIYR IM .nr.~ r®+..w ww w