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HomeMy WebLinkAbout020-1378-07-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (AT~ACH Ti0 PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: P.C. Collova Builders, Inc. City Village X Township Hudson Townshi CST BM Elev: Insp. BM Elev: BM Description: TANK IN FORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to well SOIL ABSORPTION SYSTEM ELEVATION DATA county: St. Croix Sanitary Permit No: 395122 0 State Plan ID No: Parcel Tax No: 020-1378-07-000 Section/Town/Range/Map No: 12.29.19.2346 STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer SUHt Inlet SUHt Outlet Dtlnlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Onlv zx Mound Or At-Grade Svstems Onlv Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes P, No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / /_ Location: 1030 Moonbeam Road Hudson, WI 54016 (SW 1/4 SE 1/4 12 T29N R19W) Moonbeam Ridge Lot 7 Parcel No: 12.29.19.2346 1.) Alt BM Description = 2.) Bldg sewer length = -amount of cover = 9 ~ ~_ Use otherls de foruadditional information. No I _~_L _+ _ __ __ __ _ ___ _ _ ~ __.~ SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. Safety and Buildings Division County i ~ ' 201 W. Washington Ave., P.O. Box 7162 ~ ~ ~ /.~ ar m S~~SII ~ M°~ ~ 53707 - 7162 Sipe Address De artment of Commerce - /O 3'O ~~~ lQd Sanitary Permit Application ~ ~ r /~~ ::i y~ 3~~ ~ id s~ 3 gSI2 Z e v In accord with Comm 83.21, Wis. Adm. Code, persona! information yon p Check if Revision ma be used for Priv Law, s15. 1 m I. Application Information -Please Print All Information ~~ State Plan I.D. Number .-_-.. Property Owner's L~2a~ ~Gc' r''L lt%/~'Lc-~' ~ ~, __ i ~° ~ : ~, i'arcel Number D 20 -13~'P'' o `~' - ex~ I~~+ s t Addteu ~' . +~~ ~ ~ ~ ~ ~ Z ~~ Location City. State Plioni~k~Tum6cr ' '_ ~..:.~ LoLNumber Block umber ~ /} Q Subdivision Name N r , II. of Buitdmg (check that apply) ~ ~,yty Z•l7aanly Dwelling -Number of Bedrooms ~~ ^ PubliclCommerciat -Describe Use ^ State Owned Nearest J III. Type of Permit: {Check early one boa on line A (numbering sxharte for internal ~). Complete tine B if applicable) A, Z ~ Replaoemrat System 3 ^ Replacement of 6 ~ Addition >n For Conroy use Tank B. ~ Sanitary Pettok Y Issttod Permit Number ~Checic ~ - Date Issued ~ s j ZZ. IV. of Permit: (Check aII that apply)(numberingscheroe is for internal use) In-Gmttnd 21~ Mouud 47 ~ Surd Filtrs i0 ~ Construeoe<t Wetland 22 ~ Pressurized In-Ground 41 ~ Bolding Tank 48 ~ Sinigk Fass Sl ~ Drip Iane 45 ^ At-Grade 4ti ~ Aerobic Treatment Unir 49 0 Rcc~rcxilating 30 ~ Othra V. Area Informati on: Design Flow (gpd) Dispersal Area Dispersal Area Sor7 Application Percolation Rate Sysoem Elevation Final Grade Required Proposed ~ Rabe((c>als.maysisq.FC.) (Min.llnch) ~~~ ~ Elevation ~~ VL Tank Info Capacity in .Toni Number Manufacturer Prefab Sine Steel Fiber Plastic Gallons Gallons of Talcs Coarete Consnncoed Glass Near Esisdng Tanks Tanks Septic or Aoklisg Tack _ ~~~ VII. Responsibility Statement- Y, the responsibility for ikon of the POWTS shown en the idtached plans. Plumber's Name (Print) Plumber's MP/I~RS Number °f Business Phone Number ~~ ~ J /J ~~ z Plumber's Address (Strut, City, Sate. > VIII. /De Bart Use Approved ^ Disapproved Y Permit Fee {includes t,rroundwaoer Dace Issued Issuin8 Agem Signature (No Sumps) ~) ^ Owner Given Lutisl Adverse ~ ~O ~ ~ ~ Z ikteraoimation IR. Conditiora~ of A pproval/R,essons for Disapproiral ~, ~ ~ ~~ ~ ~'~ „ _ _ ~a A ~ >/tt~bli'r- M7C(' - ~~ ~ fo ~,e. sY ~+ 4 ~ .~ Q.ttNS~ - b 41 / ~ L / S/Y /O ~ ~ • n/~`S~~ Y` / wacaeu oompmot gams loo nw (;nosy eery} rear me s~sresa of gaper sec anti s~ ears s as .a®ea ~ tine Wisconsin DepaAment of corrrnerce SOIL EVALUATION REPORT Page L of L Division of Safety acid Buildings rn accoraance wmr t,:omm es~, was. iaam. wue Ptah must er not less than 81/2 x 11 in s m size l t it l n a h Atf d ~Y -~``11 ~ ~ r ®'r e p an o p p c e . a r comp e e s irrdude, but not limited to: vertical and horizontal reference point (BM), direction and parcel 1.0. . peroerrt slope. scale or dimensions. north arrow. and location and distance to nearest road. Please print all Information. %'~L ~,~°53 k ~ R by Dace f~ersonN kdonnation Yoe Provide ~Y Ne used Mr secondary purposes (Privacy Law. s. 15.04 (1) (m)). `~ Property Owner ~ Property Locafion Govt. Lot ~ 1/y>(~ 1/4 S~p'~T ~ N F~ E ( W Properly Owrrtlr's fling Address Loup Block p Subd. Name ar CSM# State Zip Code Number / ~ CitY villa Nearest Road / ~ ~ ~~ ) New Construction Use~`Residential / Number of bedrooms Code derived design lbw rate GPD ^ Replacement ^ publ'~c or rrrerciai - Descxibe: ~--- ____ ~ Parent material ~~/~7Jl~rra~ Flood Plain elevation 'rf appligble -.dL,C,2Tt~' R General oonxnerxs ,p ~ _ and . S ~ Lam" ~, Pit Ground surface elev. , ft. Oepth to Arniting factor ~ ur. Soo nation Rate liorlaDrr Depth Dominant Redox Oesaipdon Texture Strlrcture t,.onsistence BorxMary Roots GP I in. Munsetl Qu. Sz Corrt. Cobr Gr. Sz Sh. 'Eff#1 'Ett#2 / ~ ~ ~ ~~ ~ r Z 8 __--__ ,~ s~ a eori~ # ~ Pit Ground surface elev. U ~ ~ft. Depth to Rmiting factor ~~~-~ in. Sod ication Rate Horizon Depth Dominant Redox Description Texture Strtx~ure Consistence Boundary Roots GP D/tt'- in. MunseN Qu. Sz. Corrt. Color Gr. Sz. Sh. 'Etf1/1 'Eff#2 ~ ,i-,~~ -~~_ J ~ 2 .. ..~-- • EfliueM fi'•1 = Bt7D > 30 < 220 nxyl. and TSS >30 < 150 " tmuertt rr1 = tsuv ~ ou mgn. ana r a~ ~ sv mgrs CST Name a Print) r, ~ - /~ ~ ^, A valuation Conducted Telephone Number ~~~'/ 71~ - ~ ..r, Parcel l0 # a ~ Page of Boring p o eori"g ~~Pit Ground surface elev. ~$ ft. Depth to limiting factor ~~ in. SoN Rate Horizon Depth Dominant Redox Description Texture Stnrctrxe Cor>sistence Boundary Roots GP DJff in. MunseN Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 •Elf'#2 1 c~- o -----~ ,~ ~- c ~- a~- ., 2 6 s --~ ~'i ~./~ n ~ o Boring 1 1 `~ ~rt VI WIN OW 1a{R pRY, il. VQFJVI W MIPYI Ia IQNIVI 111. ~ IWIRJII Rate Horizon Depth Dominant Redox Description Texture Structure Conuistence Boundary Roots GP OIff in. MunseN Qu. Sz Corrt. Cobr Gr. Sz Sh. 'E1f#1 'Eft#2 U U Prt -.__..__-.____._.. ._ __~__~......_..~.__._. 5011 ICat10n Rate Horizon Depth Dominant Redox Description. Texture Structure Consistence Boundary Roots GP D/fF in. MunseN t]u. Sz. Cont. Color Gr. Sz Sh. - 'Eff#1 'Eff#2 ' Effluent #1 =BOOS > 30 < 220 mgll, and TSS >30 < 150 mglL ' EtAuent #2 =GODS < 30 mgll_ 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. seo-uw(R~) _' ~ • soil PROJECT Michael Zumwaide ' SE i/4 SE 1/4S 12 /T 29 / MPRS Shaun Bird 226900 and System PLOT PLAN ASS 1490 Newberry Ave Stillwater Mn 55082 ('~. Z ~ L. TowN Hudson COUNTY ST. CROIX DATEB/8/02 BEDROOM 4 CONVENTIONAL XXX IN-G PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 933 # of chambers 30 ,BENCHMARK V.R.P. Top of Foundation ASSUME ELEVATION 100' Filter Zabel A-100 ^ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 95.0 60 t>20% Slope 50' 10 50' B-2 B-1 ~i Vents Vents ~ 30' 0% Slope B-3 l a~ .~ ~' a~ Vent >6" of Cover 15' T 50' 20' Pro 4 Bedroom House Standard Infiltrator Leaching Chamber with 31.1 ft2 of Area Plans Designed Using Conventional Powts Manual Version 2.0 6' Long 12"~ ;_ „ , „ Grade at System Elevation Wisconsin Department 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 P.C. Collova Builders, Inc. Hudson Townshi CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic ~~~5 t2lo.o Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO Pit WELL BLDG. Vent to Air Intake ROAD Septic ? 50 ~ ~ ~ S f -r Dosing Aeration Holding PUMP/SIPHON INFORMATION SOIL ABSORPTION SYSTEM ~~ 5') (~~~ ~-{-~.,~~ Dia. DlMtiv3,vNJ 3 q3.~;" a~ LZ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufactuler' INFORMATION T e Of S stgm: V . > ~~r ~L ~ CHA UNET OR Model Numk`bertw+~-E{~ YP Y (~, DISTRIBUTION SYSTEM Header/ nifold (,~ ~ l Length ~ Dia Distribution Pipe( Length Dia pacing x Hole Size x Hole Spacing Vent to Air Intake ~ z ~ t SOIL COVER Y Procenra Svs}ams Anly rx Mnund Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes I`~~ No _ ; I _ Yes No ~ COMM NTS: (Inc~Lde•,co~ fijscrepencies, persons present, etc.) Inspection #1:,~c/ ~R 1~L" Inspection #2: --:-- / ~- -'Irk ~'.-.st ~,~6e- a Location: 1030 Moonbeam Road Hudson, WI 54016 (SW 1/4 SE 1/412 T29N R19W) Moonbeam Ridge Lot 7 Parcel No: 12.29.19.2346 1.) Alt BM Description =(/V~~~ 2.) Bldg sewer length = j ~..u ~ ~~ ~ .. _ e..5 ~ cl_ ~ ~ i~ - amount of cover = ~ g .~+~ / l'~`~ N>a w~ ~~~ ~~~t. ~.a~-, ~i,~.~6•a+,, l~cec~ ~n~. 8~i 2/0 -_ _~~ _ ____ _ ~ _ _, . _r Plan revision Required? :- es ~' J _ _, I ,» ~~I ~' - Use other side for additional do __ ~ _ y+.- ~ to Insepctor's Signature Cert. No. SBD-6710 (R.3/97) ~ ~i~ ,~.(/~ a ,~. .- ~~- 1111 `~ D~ /, ~ r, county: St. Croix Sanitary Permit No: 395122 0 State Plan ID No: rte-'-' Parcel Tax No: 020-1378-07-000 Inc- ,,.~~Q g,+,~'i STATION BS HI FS ELEV. Benchmar 2.itl~ ~o2•I~ -D Alt. BM Bldg. Sewer ~ ~~ 9~~~ ~ St/Ht Inlet ~• S., ~ SUHt Outlet (' J ~ ~/. Z ~ Dt Inlet Dt Bottom Header/Man. Dist. Pipe ~.lo {j, ~ t f G .D C~ Bot. System '},~ .Zo ~ Final Grade St Cover ~ • ~[ • ~ ~ Safety and Buildings Division COQ' // ! ~ ZOl W. Washington Ave., P.O. Box 7162 C r p ~~Ons~~ Madison. WI 53707 - 7162 Sine Address oe artment of Commerce -~Z S3 ~ D3Z~ 1'yOo~~?t;r~'1 R7~ Sanitary Permit Application Permit Numb" / 3~~ j 2.2 zn accord w;th Comm 83.21, w>s. Adm. Code, Personal information yon Provide ,,, ItYG~Ck if Revision ma be uud for Pri Law, a15. 1 m _ I. Appliption Information -Please Print All Information State Plan LD. Number Property owner's Name ~^ ~ Parcel Number Jpz • q , /g . z 3 y~e Property Owner's Mailing Address ~ ~ b ~ /~ Property Location ~J /. f 3f J~Sf • S I " T ~ N. R U~ City, Zip a Phone Number Lot Number Brock Number _~- ~~~ ~ ~,.~~ ~~ ~z ~tvision~ CSM Number ~~~ ~~ Type of Btriltling (check all that apply) ~~ ~ . ~ ~ ~ ^City 1 or Family Dwelling -Number of Bedrooms ~~~ ^ PabliclCommerciat -Describe Use ~/ (~ ^ State owned Z 'r~'=~~~-~j 3 (/` r ' (,UJ ~ Nearest Road ~ T ~~~~~x ~~uN ~ ~~ III. Type of (Check only one box on line A (n ). Complete line B if applicable) A' 2 ^ Repbuxmem System 3 ^ Replacement of 6 ^ Addition to For County use Tank B. ^ Check ;F Sanitary Permit Previously Issued Permit Number Date Issued IV. of Permit: (Check aII that apply)(ntrmbering scheme is for internal nse) Preaatrized ln-Ground 21^ Mound 47 ^ Sand Filoer SO ^ CotisCttctod Wetland 22 ^ Pmasttrized In-Ground 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip I.im 45 ^ At-Glade 46 ^ Aerobic 1Yeatnoetu Unit 49 ^ Recirculating 30 ^ Odarr V. Area Informati on: Design Flow tgpd) Dispersal Area Required ,` Dispersal Area Proposed ~ Sots Application Raoe(Gals./Dayslsq~) Petcobuioa Rau ~ ) Sysum Elevation ~O~ F' nlnl Grtde Elevation ~ O. VI. Tank Info Capacity in .Total Number Mazmfacturer Prefab Sine Steel Fiber Plastic Gallons GaIIons of Tanks Concreu Construcud Glass New F.xishng I/U ~'l1~ Teaks Tanks Sepdc or Hokbog Tack _ > C~a VII. RespaarsibIIity Ste - 1, the responsibility for ink of the POWTS shown on the attaclud plane. Phm~e 's Name (Print) Phmtber's MP/MPRS Number/~j~ Business PLone Humbler ~,/ / (Stmt, City, Stan, e) Phtmber's Address ` x ~v ~~ ~ VIII Coup /De t Use Onl Approved ^ Disapproved ^ Owner Given Initial Adverse Sanitary Permit Fee (includes Grnundwaur Sunbarg ) ~ (y; ~h -~ Date Issued C~ ~2 m S' o Stamps) ;~i Y~ Deurmination J v ~ < Y(/ ~ I',X.~,Coad}tions of ApprovallReasons or Disa pr ~ ~~ ? i ~~ yt,N~h,~o~ v.+: ~i~ ~ wG~ ~y ~ • 5~'~ °~~°~ ~~-Lct~1¢d ~ ~ ~ t c~ Z ~ ~~ ~ ~~tri. yy- _ AQ9~^tCH 000t1K[! pOB! t[O CSC lam ) iOr m! aJACao 6n nun ~s ~~ Dail u ®a~c SBD-6398 (R. OS/QI) PROJEC`1~ Michel Zurylwaide• A DRF,,ss 1490 Newberry Ave Stillwater Mn 55082 SE i/4 SE 1/4S 12 /T 29 9 ..TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE6/22/02 BEDROOM 4 CONVENTIONAL XXX IN-GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 933 # of chambers 30 ,BENCHMARK V.R.P. Top of 2" Pipe ASSUME ELEVATION 100' Filter Zabel A-100 ^ BOREHOLE O WELL sH,R,p, Same as Benchmark SYSTEM ELEVATION 90.4/89.6 Alt. BM Top of 2" Pipe ~ Vent a Plans Designed Using Pro 4 Bedroom >(" Conventional Powts of Cover ~ Manual Version 2.0 House ~ 10' ~ 12" 30 6 Long T 34" B-2 10' I Vents 75' _'i_ 50' 20' B=3' .M. * 2-3' X 94' Cells with >3' Spacing 10% 10 Slope t. B.M. tandard Infiltrator Leaching Chamber with 31.1 ft2 of Area Grade at System Elevation ~B-1 Vents 200 ~ - Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal inforrnation you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: P.C. Collova Builders, Inc. City Village x Township Hudson Townshi CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to well :LEVATION DATA county: St. Croix Sanitary Permit No: 395122 0 State Plan ID No: Parcel Tax No: 020-1378-07-000 STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer St/Ht Inlet St/Ht Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover BEDfrRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION T e Of S stem: CHAMBER OR Yp Y UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER .. Drnccnro Svc4nme Only vx Mnund Ar At.Grad2 Systems Only 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: / / Inspection #2: / / Location: 1030 Moonbeam Road Hudson, WI 54016 (SW 1/4 SE 1/412 T29N R19W) Moonbeam Rid Parcel No: 12.29.19.2346 1.) Alt BM Description = 2.) Bldg sewer length = -amount of cover = Plan revision Required? [~ Yes L~ No ~ ~, ~ Use other side for additional information. ~ i ~~ ~ Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) ,~ , wisaonsin tofCommerce SOIL EVALUATION REPORT/~~~ ~ P,~n~ ~ .z'_ Division of safety and Bufldings rn aocoroance vnm ~:omm t35, wis. Harr. t,oae Plan must lan on a er not less than 81/2 x 11 inches in size Att h let ite m ~~ I ~/~ l~ p p . p ac co p e s include. but not rwrdted to: vertical and horizontal reference poirrt (BM), direction and Parcel I.D. ~ ~ r 3 ~ ~~ - peroeMslope. scale or dimensions. north arrow, and location and distance to nearest road. Please print all lnformatlon. by _ ~ Personal Nftorrrwtion you Pror~de may be used Wr secondary W+rPa~ (~~Y ~. s. 15.04 (1) (m)). / _ y ' ~ ,, ~~,~ l~~iv'~ v`'' y ~1I Y l~wtler ~ ZZ t S~ 1/4 ~l4 S ~ ~ T ? N R E W ~~ ~cr,,~, ( Govt. Lot Property Mailing ss Lot # Block # Subd. Name a CSMIt G ~~ '~7 r ,..-- City State Zip Code Phone Number ~ City ^ Ylla Nearest Road cam/ i I~IJV `.c'~'L 617 ~J s 4~ ( ) -i ~ ~{c'~" New Cot>Btrlx~ion Use' esidential / Number of bedrooms Code derived design flow rate ~~J ~ GPD ^ Replacement ^ Public or corrurrerdal -Describe:. ~ -__-- __ --n--- Parent material "~ vf~t' (,S,~,Q~, ~`-~ Flood Plain elevation ff applicable ~/ /7` _ - -- _ ft. ~:~~~~ ~~~ y ~~: ~ --~ ~ ~ Pit Ground surface elev~ ! ft. Depth to irNfing factor ~ in. Soif Rate HoAmort Oeptlr DornirraM Redooc Oesaiption Texture Structure Carrsistence Bouurdary Rotes GP D/li? ln. Munsefl Qu. Sz. Corrt. Color Gr. Sz. Sh. 'Etf#1 'Eft!/2 Z i D- ~S -'-- s ,~ c /r; • 3 ~ 5" -- S s ~- ~~~~ ~> ~ /, ~-- D- - ~ ~ ~ Bing # it Ground surface ele . ~ ft. Depth to I'aniting factor ~. Soil ication Rate Horizon Depth Dominant Redox Description Texture Stnx~ue Consistence Boundary Roots GP Wfr: in. Muruefl Qu. Sz. Cor><. Color Gr. Sz Sh. 'Eif#1 'Eff#2 ~a --- s ~ ~ ~ . ~- o = `' • Effluent f/1 = BOD > 30 < 220 ntglL and TSS >30 < 150 ' Ettiuent a>2 = t3VU < ~u rng-r. ono r ~ < su rrKy~ CST Number csT -darjre~(Please Pr>r~) ~ ~ L ~7 3 ~~ /~~~ l ~~ ~ ~~-Number 2 a Property Owner arcel ID # Pegs ~ ~ v ~J ~~ # ^ Bonng / /V / ~lJ Pit Ground surface elev.[ ft. Depth to lirtrting factor ~. c~ Rate Horizon Dept Dominant Redox Description Texture Stnxhxe Consistence Boundary Roots GP DIfF in. MunseU 11u. Sz Cont. Color Gr. Sz. Sh. 'EH#1 'EB#2 r2- y s ~ ~ -- ~ 3 7~ o~sl s' .~ 1 ~% ~~ ,~. - ~f 120 ~ ^ l3onrt8 # ^ Bonng ^ Pit Ground surface elev. ft. Depth to limiting tailor in. Sod iration Rate Horizon Depth Dominant Redox Description Texlure Stnxxure Consistence Boundary Roots GP D/tF in. Mia>,seU Qu. Sz Cont. Color Gr. Sz. Sh. 'Etf#1 'EtT#2 ~~ # ^ Bonng ^ Pit Ground surface elev. ft. Depth to Umiting factor in. SoU ication Rate Horizon Depth Dominant Cobr Redox Description. Texture Sfnxxure Consistence Boundary Roots GP D/ff in. MunseN Qu. Sz. Cont. Color Gr. Sz. Sh. - 'Eff#1 'Etf#2 ' Effluent #1 = BODS > 30 < 220 mglL and TSS >30 < 150 mglL 'Effluent #2 = BODS < 30 mglL and TSS < 30 mglL 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. sewaw~e.aroo~ J > ~- ~ .~ ~ Soil Test Plot Plan Project Name Michael Zumwaide Shaun i Address 1490 Newberry Ave Stillwater Mn 55082 M #226900 Lot ~ Subdivision Moonbeam S E 1 /4 S E 1 /4S 12 T 29 N/R19 W Boring Q Well PL Property Line BM or VRP Assume Elevation 100 ft System Elevation 90.4/89.6 Alt. BM Top of 2" Pipe 21 Date 6/22/02 Township Hudson County ST. CROIX Top of 2" Pipe * H R PSame as Benchmark _ - -_.. ._.....~ ...- ,--- -• Safety a;~~ Bu~l~ing ~:~ision 7162 ` i C~"~y ~C ~` ` ~ 1' ~ 2Q; 1W. a"xsEt~t~toc Ave., P,C, Box --~-- ~,,,_ .~., --._-~ ~ t~7 ~~~~ n. w1 X3707 ' 71d~ ' ~~~~ ~ eS ~ti ~N84 { i~ I i 1 { ~ d.(Jd2~,is2 l ` •y + wrt ~~ r`~~~li ~I ~~1++ rtib ~ ~ i~tratit Afumbtr Pet~nft Appl~ca~fon 3's~ ~ Z ~Demridoa You Frov3du it Is wdord whit C+0,1gt i~.s3. 'Wir. Adte. Code. ptrrcu~t! ~ ^ CHa~k ~3' A~vinis:ts M l w A ~ ~ , ~ Ito • ~'!MM Prlot A~! Lribro~tion ~ ~ , ,_ . f a I I.I/1 ~'t'yt2ibCr , ~ pp . ~ / ~-~ ~ x rime ~' ~" pu~et Numt~i "" _ o aza-a3~' ~-~ - ---1 i 1~~ ~' ~ ~ ~ u• ~ x=~~ rr ~ ~ ~ C Q. cay. ~raa cod. haae x • °~ ? taclr :~fumber Zt~~gyG ~,, HYr I~RI'K CS:+d rt11.'tlbot r n, 'Type of ~luit~ tdwdc W eft oipp~y} ~ C~o+_ - . / ~2 d! 2 " D ~ l~iialbrt Ot ems .~,,, ~~ ..~2.P.1L..~G?f° S S u .b ~ 1.]1-filyo i o see o,~a ~~ IA.'I`~pa oL Pee~ttt (puck a~Y once ~o~c an ltoe A 0awabexlas rahw~e tur sasreensT! nre>• Cotpglet>t lfrta 8 31 e~QUable} '~ ' A= ffi 9 ©Rcp3rccn~eac of ~ ~ A1bW $ O ~ ~ 6 G Addirnn x ~ Coussq ura i • da 8 xce ~ Nutuber Dste Irsuad Zf . ~ ~ ChreJt it +~o~ry Pitt Prevlouriy Iaa~ud •..~ xv. ~ ~~~ ~ y~ >~,aH ~ for ~~~~ ~> 4~r,~>~s- ..per In•Qrowid 21Q Mauad d7 (~ load lriiter SO ~ C4A91r1s"•f~t WariAdd j ' 22 Q Pnrrnrlsrd ia-Grand dl u i~~'~'rat~ 4t ~ Sia~fr Pau, S1 ~ Grip I.iu^~ ~ q6 [', Treatment tirdt 49 ~ Rasirculi 43 ~ 30 ~ Qthrr .,,,,,..,... ~ -..»--i . ~'. ~ S ~ ASK p oad a ~ ~ V ' JDtt A~gtlCetlOA te@Qit Rite a'yitettt 6teVat=0tt Ptnsti Crr RwtGeU./I~iyslSq.Ft.; (Mln.lirich) ~ Blevati~r 1 Re p r $u~t Sl P t WY. 'X'WIr LuLo tlalleoe ?otat Eieflaltit 1Vcr~ttMr a of Teaks { ~CUSCer Coaw'ets E aacuvsted C ~ C#tacr ~ ~ or - O ( GJ•'~ t a'z~? y'D ? S - 3~G~ 3l ~/ ,~ e ~ Ise, ) '; i~~ ~ s ~ ~ d ~J~' ~ ~ ~ ~ c cicouttdwater r Uru~tp Apnc Slgrmture (,No 5amp~~ ! ~ r Q 4war~r t#VOD L~d~i Adveae ~ ~ ~ 6 ~ZZ~Op ~z ~' f 'tlC. C.~il~io4r et qtr D1lrpp/eoY~d/ r !/ ~. ~.~.~/~l,,,t ;~~~r ~ ins~itA~4 Q~e( Scr/~crp~ Vocr y,~.ar~k'FaF~'[.or'cv~ Ir~Go~r-.cwaat~%y~,s• I . i' ~`~'a~~t~l~St rQ . n4mn . . W's~onsin Department of Commerce SOIL AND SITE EVALUATION Page ~ of ~ Division of Safety and Buildings Bureau of integrated services in accordance with Comm 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please p , ~a~11~iMarmatJ'/O/').,.'',, Reviewed y Personal information you provide may be used for seco ar~7 ptirposes~(Pri~Oy Law, s. t;:pA ) (m)). ~ Property Owner ~ -- -- 'Prep rty Location Date \ ~ Govt.~pLot 5 ~ 1/45 1/4,S ~ Z ,N,R < ,~ .,- Property Owner's Mailing Address ,' ~ Lot # i Block# Subd. Name or CSM# ~ G~- `~O City Sate Zip Code `y~ Phone (d-agit~er, ~ '=it , [~` City ^ Village ~] Town Nearest Road ~kt~1~,., I ~s I ~~o~`~ ~i`~7~1~ ~_~'~' ~~~~ r7~~c~~~9 I Yri.o~n be.e~w ~C] New Construction Use: ~ Residential /Number of bedrooms ~~ L~ Addition to existing building ^ Replacement ^ Public or commercial -Describe: E (or~ Code derived daily flow ~2 ~~,c6---~gpd Recommended design loading rate _~_bed, gpd/ft2 ~~~ trench, gpd/fig Absorption area required ~ u i bed, ft2~trench, ft2 Maximum design loading rate ~ bed, gpd/ft2__.~_trench, gpd/ft2 Recommended infiltration surface elevation(s) ~ ~ ~~ ~ ft (as referred to site plan benchmark) Additional design/site considerations y9- ~- qT~ ,(~ Parent material ~C3-~-t~SGt 5 ~ Flood plain elevation, if applicable !l/ /~' ft S = Suitable for system Conventional Mound 1n-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system S^ U ~] S^ U S^ U ^ U ^ S (~ U ^ S ~ U C(111 r1FCrRIPTIAN REPORT Boring # i~ Ground elev. Q7~ft. Depth to limiting factor (,~i~in. Boring # Ground elev. 9~a' ft. Depth to limiting factor '!y! in. Remarks: CST Name (Please Print) S' ature ~-~ Telephone No. am Sc~ - e-~ C7fs~zy~_`z`ao Address Date CST Number 2<<?~ ~~ S-~. Somer~-~, ~ 1 t ~ ~~ZS ~ ~-vy zs33v S Horizon Depth Dominant Color Mottles Structure i t B d R ts GPD/ft2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. s ence Cons oun ary oo Bed ,Trench - 0-12 n - ~ I'tiA~b ~s Z ~ 3 .Z ~ ~ -50 Icy L t ~ ~S - fr 00 l0 4 C -~.. w..~ ~s - b C , Remarks: D-Iy to - , ~ -~,r-~, ~ ~ ~~ Z ' 3 ~- 3 I D ~ "'" ~~ ,Yw !L L -~ ~' • (~-lol Ia ~ -- 4'x-5 v`^--\ L '- ~' ~' 1s Y ~ Y3.2 ~~ ~q.2 ~~ PROPERTY OWNER PARCEL I.D.# Boring # 3 Ground elev. y~~_tt. Depth to limiting factor ' ~in. Boring # `1 Ground elev. Q~~tt. Depth to limiting factor ~in. Boring # Ground elev. ~~tt. Depth to limiting _ factor l~t~in. Boring # Ground elev. ft. Depth to limiting factor SOIL DESCRIPTION REPORT ~w Page ~_ of ~7 Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ~ Trench ' ~ `I 0 3 - ~ ~ r^^~ b ~ tin. c~S v i- Z ' -~ - Ivl l0 `f ~ .- ~ c-5 _ ~ ~~ ~~ Remarks: ~ -qa, y 6 Lo \ - `~- ~s- , Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench • V -fir V / ~- ~ ~ ~'H, Ott L ( ` 1D i' Z z - c o l =- L >~ ~ - ~- ~ ~s y3 , , y z~ „ ; Remarks: in. Remarks: SBD-8330 (R.9/98) ~ .. PAGE 3 OP NAME C° U ~ (o J g LOT# 7 LEGAL DESCRIPTIONS E ''/4S E'/4 S/ Z TZq N R 1~ (or) scAL>::I°°= CUy BM I ELEVATION l~ U ' d BM I DESCRIPTION~P v-~ ~~ ,•Pyc, ~ p e Iwrb~~/~ BM 2 ELEVATION ~ l " ~ BM 2 DESCRIPTION~,.~~ ~P: ~ ~. ~~.~,F'ira~ SYSTEM ELEVATION `I ~ L~ 3 ALTERNATE ELEVATION ~j• ~ J CONTOUR ELEVATION ~ ~' ~ r ~~Z a"` ~ r' .az se.~L ~° 70~~ ~~.. r~3 ~' ~ `r. 1 ~ ts~ 6~ ,~-~- O Q ~~ ~ 4 ~ i ~ ~ i ti v , ~ ~ ~ ~ v ~~ ~' a ~ ~ ~ v ~. a 0 ~_ v ~s~ ~1 `~ o o ~,;~ p~ a a O ~o ~ ~ ~ ~ . ., '~ ` ' ~ ~ ~, a ~, 4 Q _ ~_ ~ ~ W ~ G. ~~ ~ ~`"' ~~ _ ~--- R L i llenll ~ I j` ~CD - 1 i tl~7 .~ C ~~ C p ;~ U ~ ~ T U cp it \y~ ~__ u~ p ,d.~'"''~1~ ~ r- ~ ..=-~ ~c~ ~,~% % ,.. i 1 \, ..~ ,^ W M X ~ `~' N ~ -... .f~ X i CA ` i'7 MITI x! x ~ ~ a~ °; ~~•m ~n~,v.~ n m d ® ~ r i ~ ~ w 3 .r ~ $ C N i/~ C A v 0 c 3 c ro ~o ~~ u ~~ . . 0 1 o: ~• ¢~ o ~~ V v N ,1 S ~[t ~+ A A a ~~ ~~ +A 1 ~~ 6 ~35 P ~~ ~~ ;~ ~x ~~ ~k R FLY ~~ a, a~ ~ 4. Z n ~ .) Q~ .v^~ • ~ .~ ^, M~M L ~ ~I w! •~ /~^ M~ i. • ~' ~'~ ~ ~ ~~ t ' -r - C >••~ ~ U .O ~ '^ ~ ~ ~ ti ~ ~ ~, ~ ~ ~ ~°~ , N O O -~ ~ aid Q„ ~~~~ o~o~~ " CS t ~ ~ :r ~ 'c.~ v~ V ~ ~ ~ l2 A T} ~ .~ ~ ~ ~ N ~ G',>~~ ~ ~~ ~ ~ ~ ~ 3 ~ ~ ~ ~ ~ p-•~; o ~;~. o= L a ... . ° Ptfvat~e •Ortsft~ W+~atewatar Traitm~nt $y,>r<t~m Nfanagame-nt P1ar~ 8op#~c Tank And t~r~v~ty ln~raund 8o~i Abatirptton ~ornporrant Pur~rurnt to Car r-m ~~,~a W16, Adm. Code inch pnv~ts pn~la waitw~-ur Trrstm,~»t Syatim (P41NT4) ahail Inotudi lntarmattcr~ snd prooiduriss for maintoir~tr~ thi aysl~irn w~thi.~: thf {iiranlitif~ 4f Comm 83 and ~, tRd the conrlidori~ of approval by thi dipertrrtent, e~irrt, or ~avommintal unit. Thr approved plsrn and psrmlir for systs~t eh on i51o at the county xonlr~ or hlpltt': dipartmirii, Sail Abeorptbn C~ponf~ anus pfor Prllvats Orwlta We~e'tiwabr TreatrnMt ;~ysbrnin581~und ~0~7-P (R.#lA~). Ttdilr t: s stem Die n ons in rt r u o rns n - ~ ____. 2 ! iht S ~~ r t~oriuret c Tabu ~: l~tt Abtanstbn CornoomrM - Limlb of RelEabfi tiairatfan ! c snk Com or»nt o an Went , bar - k ' a~m~ tt~ 1/8 m ~ 1 ~ 7h® sit~ilC tank shsit de malntalned by •t~ indtvlduat c~rtlflid to ssrvioe s~bpliC tank under a. 281 ~48, 8bts. `fhf aantinb of the ~tptic tank eheii be diapaad of !n aooprdanae with NR i 13, Wb. Adm. Coda (t5ervfalr~ 9iptic ar Haldln~ Tar-k:. Purnpir~ Char+~n, ©reaee lntirciptfln, 3o~epp~i Bid=, ~iapegv Pib, !$iipSQ! Trir~ahaa, Prlviii, Cr Portabii Rwrtroame). Th~i operatln~ cortcflt~ at fhi siptlc tank aid Duffs! frlter shall bi assessed at teas; 411CA iV`ii'~l 3 y1Nr!- ~y tnsp~-giOn. Tlt~ o~t;it ~iltir shstl b+r ti~iilliC ~t niClissfy to 11M{1~lfi proper operation. Thi tilgrr cartrkiQs aiuwld not ~s removed unhss pro++1ilans an msda to s+sbin ealids in the brtk th8t miy •iou~h of9'!hs fllbr whan ramovad horn its enrtasurs. ii the Management Plan far a Septic Tank and $aiI Absorption Component filter is equipped with an alarm, the filter shall be serviced If the alarm is activated continuously. Intermittent filter alarms may Indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank era not removed at the #ime of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain lass than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessmen# shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings groatsr than 8-in~tes in dlamefsr shall be secured by an effesctive locking device to prevent acddentai or unauthorized entry into the tank. No one should enter a aeptlc or other #roatment or hoidlnp tank for any mason without bvlny In tut/ compliance with 03HA standards for entorln~ a confined space. Thv atmosphus within the septJc or other tr+eabnent of holding~ tank may contain Mthal gasaa, and rescue of a peraon from the Interior of th• tank may ba dlMicei/t ~ Jmpossibie. Tank abandonman# shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POW't'3 component, The soil absorption component serving this structure Is designed to accept domestic wastewater from a rasidantial faculty. The iim(ts of operation of this component era shown in Table 2. The Longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reu8ble operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The sou absorption component`s operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection far any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should ba identified and reported to the owner for repair. Tha surface discharge of domestic west®water or sewage from the system is prohibited and considered a human health hazard. Traftlc around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. !n general, soli compaction over this component wul reduce diffusion of oxygen Into the sail and dispersal cell, which may lead to mare intense, and earlier, organic clogging of the soil. Z Management Pian for a Septic Tank and Soll Absorption Component Plantings of d®ep-root®d trove and shrubs directly over of within ten fe1~ of the component shook! be avoided since root intrusion into the component may obstruct wastewater fiow, Cantinpency Pian in the event of system failure, a new system could be lnstalied in an aktemate area, With the installation of a diverter vaivs, the sxistin4 system could also be reused after a period of three to four years. k is the property owners r®spansibiiity to maintain the altematA area tree from any planting of trees, shrubs, eta. In case of faiiure a! the original system, the alkemat• aroa will be needed. it any trees, shrubs, etc. have been pianted on the alternate arse, they wil! have to be removed at property owners expense. if altsmate area is destroyed, there ors other alternative systems that carp be used, in which, could result in added expense to the property owner. Any tank abandonment shat! be done in accordance with Wise. Code 83.33, Any questions regarding this Dodo, please contact Your iogi Zoning Office or contact the installing plumber. .~Lca N 1 N q '~~ ~Cl.. ~~ ~J~ f 3 ~ tp "' ~ ~p $ fl ~ck,v.,~ a,.ll~... n. ~l v~.cr+ la ~ N J ('i tS} 3 `b b' 3 ~ ~ 1 ~ YOi...~.`~ij~,,PAGE U~,c`~ ~ ~ STATE BAR OF WISCONSIN FORM 2.1999 DocurnantNumber ,. 'W'ARRANTY DEED This Decd, made between ,Tames A. Fisher aad Rosemary F, Campbell, UWa Rosemar F Fisher, both sin !e persons, Grantor, and P, C, Collova Builders, ]lac., a Minnesota Cor oration, Grantee, Grantor, for a valuable eansideration, conveys to Grantee the following described real estate in St, Croix State of Wisconsin (ifmore space is needed, please attach addendttnt):o~ty~ Part of West l/2 of SE1;4 of Section 12-T29N-RI9W described as follows: Commencing at the NW corner of said SE114; thence E 763.1 feet; thence S 19$0 feet; thence W 103, I Feet; thence SWIy to a point 165 feet E of the S W comer of said SEI;4; thence W 165 feet; thence N2640A feet to Flace of Beginning EXCEPT Lot S of Certiled Survey Map recorded in Vol. 14 of Certified Survey Maps, page 3788 an Doc. No. 616755, St. Croix County, Wisconsin. Recording Arta fs ~. 8'9'9ig KA'fHl.El=l~! H, WpLSH REOI5TER OF DEED8 8Y. CROIX E0. , Wr RECEIVED FOR RECORB OZ-~9-21100 ~sP4 RII ET~ DEED CERT ICY FEES COPI~ FEES TRIER FEES t151.70 DIHB FEES 10.00 Name and Return Address DAVID J. ESTREEN 304 LODUST ST. ;~~~ HUDSON, W154016 020-lots-70-0pp,& p70.1015.90-000 Parcel Identification Number (PIN) This is not _ homestead ro p PenY• Exceptions io warranties: Easements, restrictions and rights•of--way of record, if any. ~? ('s not) Dated this ~~day of February 2000 AUTHENTICATIpN Signature(s) James A. Fisher aad Rosemary F. Crmpbeil, f/We R Flalaer, both single pbroons, ~ti. ~ :~ ~da"y of February ~~ , @ ;.. = f. ! - ,' -~_~ .-.~.. c~ '.'~ 7frifids (ld ..a r • STATE BAR OT' WISCONSIN authorized by § 70tf.p6, Wis. Stets.) THIS INSTRUMENT WAS DRAFTED BY Attoraey Krl4tina O$iaad u son, (Signatures may be authenticated or acknowledged. Soth are not necessary.) ofpersons signing in any capacity must be WARRANTY DEED or panted below their signature, STATE SAR OF WLSCONSM FORM No. Z -1999 "~~-- ~ r A. Haber + R+aaemary F. Cambbell, f/k/a Roaeraary~-F Fish ACKNOWLEDGMENT STATE OF WISCONSIN ~ ss. County Personalty came before me this ~^ day of ____ the above named to me known to be the person(s) who executed the foregoing Instrument and acknowledged the same. r Notary Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: hiformatbn ProfaaMmata Company, Fort du lac, WI eoo-sssm~t / •+~ ~ 2.51 ACRES \ \ ~ / / 109,166 SQ FT \\~ ~ \` ~ ~~ / ~. ~~ \ /~ ~~ . N s°rs34„ ~ ./ ~~ . ~ S • O = r ~ 2.59 ACRES // Q ~ 112,924 SQ FT ~ • _~ ~ ~ / ZO ~ MIN BUILDING ' • ~ ~ ~~ MIN --------- • FFEELEV.=930.5 / 0~ cp •. FFE / / • ~i / • i~ ' 'i [l,Q~(' ~j~- ~ N 89°5T29" W C9 I Ca ~~ -- - v 316.86' ' ~ Qj H.W.L. = 926.0 r ~ .~ . N ~ ~ ~. • 1 ~' ' N 89°5 MIN BUILDING 1 37; --------~-- FFEELEV.=930.5 •• '1 •• -Q~p '. ` 1.1 '. r Z o ° 6 •' 1~ ~ ` •' 2.51 ACRES N ° ~ ~ ~ 109,476 SQ Ff •. ~ 4, ~' ~ 11 •. $ w ~ ~ •. • 1 MIN m ~i 1 FFE _._._._ 1 ,~ 1 U' •. 1. ! 1 •. .. 1 1 .• 1 iECT1ON CORNER N 89°57'29" W 373.12' 32,51' , ~, _._._._ O ~_._ f WEIGHING ~ j C10 q :Fool ~ ; ° ~ r ~] , ~ • ~T CORNERS ~' I • ~ ~ ~ . 24' ~ I MIN BUILDING H93W9 0 = i ~ ~ _~ I ~ DRAI :IGHING 1.13 LBS. Qo ~ ~ FFE ELEV. =936.5 w EASEME ~OOT ~ I ~ 7 I ~ I ~ ~~h~~ I a 2.50 ACRES o ~ ~ h . ~ i 109,099 SQ FT ~ o o " CK UNE ~ ~ I cn Z I IT ALONG ROADWAY ~ i ~r~S J~ I 1 C11 O 1t • • . Q i N 89°57'29" W . ~ i 389.21' ~ ~ ' . ~i i Z O. \ ~ ~