Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
016-1059-95-175
I ~,~ ~,. Wisconsin Department ofComm~rce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal. information you provide may be used for secondary purposes fPrivacv Law. s.15.o4 n Vmu 'ermit Holder's Name: City Village X Township Steele, Dan Glenwood, Town of ;ST BM Elev: Insp. BM Elev: BM Description: ry y, ;,. t..:} ~ , reuv ..~~....... ~...... ~~~r~ n~rvRm/111viv TYPE MANUFACTURER CAPACITY Septic Dosing ~' , .... t i ..4s•ar.1..~7/., .. Aeration of ing TANK SETBACK INFORMATION en o it n a e ep is ~a c.l. ~ -.. - • ~i ; ^~~~_ _ - osing era ion o mg PUMP/SIPHON INFORMATION anu ac urer eman ~~,,, ~ ~` GPM e um er i nc t o s y em ea fL.Lr~ m ~.~ 1 iy, '• r " .~,f or e . ,;,r ~ ff ' ELEVATION DATA county: St. Croix Sanitary Permit No: 488215 0 tale Plan ID No:_ Parcel Tax No: 016-1059-95-175 Section/Town/Range/Map No: 28.30.1b~419A30 IS STATION BS HI FS ELEV. Benchmark 9' /` ~~ ~l/ C-~''i ~~ t f'll i Alt. BM Bldg. ewer i 7 t net '~ ~~;,, 3- i L~~r~~~ ue ne ,.._ 0 om ~ ea er an. ~ ~ ~, l is . tpe '~ . 3~,~- /i Z. S- ~ --~ ~ ~ ~• S o . ys em -~ ~ o tna ra e t y ~ S ti ((~~~ ~(^ 1 )) IL. I ~ ~i over -, ,- ~ J ", ..+v~~ /9uv Vr\r 1 IV17 •7 t J 1 Glrl -f)IMENSIONS ~ t -~ ~_. i ,_ f INFORMATION CHAMBER OR ' . UNIT - ~; . ~ ~ r ..,..C _r .ti ,. f .... ~ - ;r-- 11 Length .~" ' Dia i ~. Length ~• ~ Dia_ ~ Spacing ` ' I 2 a~`~ - - - -- - - - -- - n r~aaau~c ~ymCma vnly xx mounp Vr HL-brace Jy5iem5 Vrlly Bed/Trench Center BedlTrench Edges Topsoil !Yes ~. 1 No ~~_I Yes ~, ] No . ..~,~r~~r~~r. r •~. (mcwae coca oiscrepencies, persons present, etc.) Inspectipn•#1; G ~ Inspection 2: -"T"-'` Tv~ Location: 1329 290th Street Glenwood City, WI 54013 (NE 1/4 SW 1/4 28 T30N R16VNj ,~ Lot 3 , ' c ~ ~/'j t arP cal No: 28.30.16.419A30 1.) Alt BM Description = ~ 2.) Bldg sewer length = ~~,~' - amount of cover = ~ ~~ "; ' ; ., ti ~~ t x '.;'@'d~ga.9'J'g+~11 (~.:.~t,yr.Ly,Q.A (~ c f~Xa.'~ ~}.w"'a / c ~t~ t tl."'Ls~4 5\ '~. Plan revision Required? +,Ji Yes No I l,J` , ~ ~ ~ r ~' 1r ~ ~ ~ ~ !/ 1 , Use other side for additional information. ~,,_ ', ~ ~I `~`~~ .~ ~~,, ~,,~~c~s_~gn~ue-= ~' ((~ -~~-Can!-Nr~~-~-~ SBD-6710 (R.3/97) ate -~ , ., r `Oar W P.O. Hax 71b2 ZQI q- . 7162 ~ 9aoi~r f?bmtt N~iata Cdkd is tq Ca) ~ i ~6- - ~ ~~ ~/ of Com Oe sae I~aa w x.~na- Ssnltar~- Permit Apgli~catson . 1 ~ o y~ 7~ 1~ 7 G u..oooed,~Coa..s~.~1, w~.~e.~.Cea~re~e..t ~• as an)r 6essea fer,eeeaauy p•me•a ~ ~~aaes~txa~r.a..~.~s.ua~eae) ~ w. - ~ ~ /32~ Z qa r~ 5~-. tc i. ,-1.. iwteraeatiaw-ri~,en A,opat,, s,~me / ~Y1~`QI ~ S~~ e~f~ ~ t La ! i~ lr ~ ~~ ~ BLS`- - = t7s' ~~~ ~~tL( t~/~ rT U ~ - Ly ~t/Y~~ ~ ~ / 2'ip Cone t'aaae NMnber _ . 1~ e.2 ~'Yl . `j~ ~i~~-~'~' ~ ~}~t'~;`~j`rf(Z Tj ~),~ ` "~ urW j ~'Y j~j t'J- St '!l ` , , i. n. Tjrpe et' (etredc se Wet apP~-j - 6 ~ " 2 ~ o - 53 Sy s t~ ~ rtnm6a ;~ s~b 3 ~. -, .~ ors 4~ ~,y~ _ ['1~a2r~naynwdr~-Nu~6eroraeiooss L Dla~dce~.~+a-oeer+iiet;Tse ~da~~Q- ,~~~,~ O ~e ow-ea - t)es~,~e the Ly ~ `75 M o y w. ~ C e t ~ ~! ~'~ ~°'""~ lii. Type of (Cieek ~ Me Batt ew itte A. Caapiale lies B itappiia~la) - - .e. [~c~ Sysseae ~---- 0 ~ O T~ T~ ,set Oay D awe McWtioe w tx~ias system B. D Ferssii Reaewd ^ Piamit Itavi~ioa D CisnSeaf D I~nnit Twseda to New Irst P~ Nssaber a~a hate feared Ha<eoe PluoiEer Owaes ~ IY. T of frOWll'S fiW~ tl Wit '~' ~ ^ ~rtoa-Pn~sariaedla-0roma [~`ldaiaa>_~tir.dsails6ls>o~ DMama<2tp.ot'eeidAasoi []At-0~ae DSie~teiPatsSaaa~ emma~ea w~a O lea b4io..a'D iiotal.E7ydc O reK>r~ D Aessbiditiatwex 11~ ^ Se.a i~r ~ O eaedi.FiYer ~ chseNbe~ ^ lliie DeJesneFleq OQdis( ) ~" ~-- V, eeaaw ~ Plorvt~ G`5~lJ ~ att Anew _ ~ Sai wPPI~ > Aaea s~ )~ M® aO SYs~ ]E1e~auow G /~ v ~.5 ~15~ G ~~ ~-/3 (~ qbZ. AUG. ? 1i'L Taetlt iaaie ~Y ~ ToW Nrmbv I~ Adab Site Sped Fier Phstie C°me'°cled (~ o C aeere e GeNoss t3Nioas aftAaes ' n ~/ Za. !~. ~ /~ ~I ~ 6~ ~ ~ assts r s~srt~Ts.u ) ' GG L/ . `BS'c 2 ./ ,k,~T~s.a. ua ~~ vv ~~ vn. smart- i.rre sw.e Sriaw.n».r~ero~lv~rs~rr.....u~ea~a PIm~6a':Nm~a(P`/ri~et) ~. Q i~i~a Bopoaaraa.e/Nr(jri6er C / ~~ ~ ~~~ r ~/5~[v/ ~-lrl~O~ ~ ~2 ~L . l.7 e. J ms's J1dd~rss (Sheet. Ciity, ~ vin. rtwe~ t,>se © saw~ry tit Pee e~ehides f3rouadweter ~e > D t~oe^i,l ix. c..t~a.r~ of ApprarsYR~grsaas ~ v ~ ~ ~ ~ r~ ~ d c ~.`. aF ~ ~ ., 8Y8T~M OWNER: J~ Zi ~ 1. Septic tank, ettlueM filter and ~ ersal cell must all ¢~servlces / mai<daie~ ~ e• V~ . dis p~, , , p as per manageme^t plan provided by plumber. 2. AM setback requirements must be maU-tained ~ ~ + • - ~ ~ ~'~ ~~'~:~-, 2.a ~.. ~ par apptlgbla cords, ordinances: ~ (~16L ~l e -_.~..~ i~ Ham.. Il iwW i i IWR7~R i•i' ~ws~.~~wgw4/.~ sap...... ~ pq.- ~. ~~. sBa-63~ ~~. airo~) pQ,, , ~C s~~~.! ~~ 2 ~u ~ ~~ ~. ~~ i' I ~ Ltd~~G~ d~~~ ~r~! ~``"Si`U't~' 2 V k/ /~ u 3 t~ e '~ d} ~-tied(.' Cp a~ ~'~ ~t2o~~ Q~~:~ 2 ~V sc ~~~~ -r3~r ~afsz~~ ~ y L!- ~~0~ ~~~ =~ t -~glk ~~ ~. . s J~(~ ~ $-~ ~~ ~v~~ ~ 1 "= ~l~ ~ _----~ 7~,ve'v G ~ ~3~d /O ~, , ~* ~~aa~a ~ S~~ ` ( ~ ~,_~~ ~` ~ ~~ , j, _~S~~Z u ~' ~~ 1~"a. 3 ~Gd ~G. EL y~ ~'~G kd' ~ o ?~`~ ..,, r a C ~1- v l~ [3,~''f_ 99,g 2" ~ L~oda1- l ~~ p ~ ~ 30'r gw /av~ <• _,~ ,~,M.• f~ r1 ~ ~ + ~ • ~® f ~. t a J ~ ~ ~r N+ ~ s!v ~ ~ ~~ ~~ s ~, `o ' ® `_ C t `~ ~ w~ e ~q ,~ i e, ~ s~' e e. l ~ N ~ viz sW~~ ~ ~ ~ ~3~ ~ U tv ~, v 3 (~ j '~ /? woo C f'~~e~ ~ No. SIG, 1os-q. ~s® ~~s~' 2 ~v sc 1,~~ ~ `~ ~ - l~r~ ~ t SLR y ~~- ,~~° ~~ . f. ~« e:~ w ~; ~, i ! 0 ~3 ~ ~ ~o~ ~- 1. ~t - ig~,s ~~w 1 2 ! "= SIG ~ /p ~^^ s 5~~ ~~ ~~~ 1n 1+_ r ~~ ~ , ~ r~ ~~ ~5~~ ~ ~~ 4~ }~~s. ~ ,, ~,1- 9v` s.3 ~, ' ~ a (. ~` ~, ,l a ~~ _. r ° G V (~ t3,~''f.99.g yvoar- t ~~' ~• ..,~ ~. ~~ ~. l t f ~~ ~- ~- . r ~Vi 6ZLh a$gd 8T ZoA ~+aoM»N saw uNnooxloao •ls S133HS Z d0 L 133HS Z 3H1 O1 ~33N3Al3~3a 3aV SJNIa`d3H _ St13H1O Jl>0 a3NM0 SaNM1 a3J.ldldNfl ,Lb"L9L M. LO. L Le00N - ~BL'OLL - ,bg•~ L ~bZ-S L9 .e ~ss ,be-eLs A { ~Z9'OLL3~~LS.BS"OOS ,6®'94 o N o~~ 3 ~ ~ ~~ ~ ~ W ~ 0 ~ ~ z~ ~ q ~ ~+ z ~~O W o o ~ ~ ~ i ~ ~~ p~a C7 ~ m X~ o ~ ~ ~ ~~ a ~ ^ J ~ N ~ ,Fi- U $ ~ ^ r ~ W ~ W ~ ~~SOO ~ ~~ ~~ a°g LLp>M o O ~~ ~~ $ tV~ ~ V ? W w ~ ~ ~ ~ z J ~ ~ ~ d, ~ ~ W ~F..~p Z~cwi ~'~~ ~~ ~ ~ ~W~ a~oLL ~~~ ~~~~ ~ _ ~~~ ~pVOC o~~ ~ ~~ ~W ~ ~y ~`' ~~ H ¢ O N ~ > ~ w z :~So ~ ao r~~ VOA ~J?i, ~ ~ ~N --------- Z 3J W u~ym ~2~~ o~ ~iZ 7j tAQ~OC boy °Y Z " ~w gl m '+~ ao ~ Z ~ Z ~ ~ CO ^ Q W ~~ ~_ o~ oft ~ ~ ~0~~ g~~~ ~~~3 d3" ~jp« ~ W O,?~~O o'~ruai~ w~ ~ o~~ OI~°~ ~ aCu ~ ~~~~ ~ U~o ~~25' 0~ F ~~~~ ~ z 1 ~ O W,~z ~ r N~ ~~~s~ ~ G °c u. W ~; ~ j t~ i ~: ~ ~ f~ W 53 ,,, F ~ z W' Si~I ~xF Q``~' '~ N ~ Q 1 ~ ~ >I ~~a q$ P°"~ N S O 7~ ~ N '~i ~i ^ w ZOQ ~LL~v3 Z, ~ ~ ~~ ~ c~ ~ X I O Z ~. "' i ~ W z~~ M ~ iz_ ~.,. W D ~~~ o y ~ °~ ~ o ~~J (Awzaac ~ ww qq ~ ~ ~ Z I 3wLZ,8 Le00~ ^ a $ ~ o -----__ ~ pQby :-----7^ _. ~ ~ U ~ / _ E1d L L 90A .... of uwi ~ C~ ~ ~ y ~ W'8 ~' L 10l $,6S'byb .IZ~BL.00N`-' v~ _ _ / _ ~_ zL:oev '' ~ m z o 3 "' -R3 08$~ TZ$ ~~ l~4 W o ~ ~ ~-- m_- _~-s , _ .e Z ----------- --------------- ~ 3„ 4Z,8 Le008 3 ~ S ~ ~~~$ HiOSa -~ ~ mN b/lMS 3H1 ~O 3Nil 1S3M O ~ Ri cs Z Z = S9~JYd 00 ' E =93.3 7tdOJ 00 ' E T ~ 33.3 ~3M dVlt x3A?lflS Q3IdI.LtI3~ fiVS6=60 ~00Z/ET/~0 Qtt0~3t~ ttOd Q3AI3~3ti IM 'O~ KIO!!a .LS SQ39Q .30 ~t3.LSI~J9?t _ es~vM a ~wivx 6ZLh 3~JVd gj'i0A 8~+~6St ~~ 8 II r tj c LL z 0 ~~ ~~ U a w 1-m w W wo LL_ ~ O vi U ~ ~~~ ~m~ o~~ ~j O ~~N~ ~m~z W N 2 O ~w m m~ ~~ o~ W ~~ t= $ ~z mm ~~ - ----------------------------------------- S>t13H10 A8 a3NMO 8aNV'7 a311V'IdNfl '£8899L# iN31Nf1OO'0 `Sttb 3J\id ,tb'vt `~ `8L 3WA1OA NI Q34t1OO31i dMW ~ c~ ~3nans aa~~~la3a saaaaa3dns ~ '3°~bL o ddW ~l3/~if13 431d11ti3O SIHl ° o _ _ - z commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary Apri124, 2006 CUST ID No. 223475 JOE STANG PO BOX 263 WOODVILLE WI 54028 ATTN. POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/24/2008 Identification Numbers Transaction ID'No. 1265044 SITE: Site ID No. 711876 Danial Steele Please refer to both identification numbers, 290th Street above, in all corres ondence with the a enc . Town of Glenwood St Croix County ~~ NW1/4, SW1/4, 528, T30N, R1~W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object IDNo.: 1072093 Maintenance required; 450 GPD Flow rate; 70 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in ox work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in.accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular-traffic or soil compaction in this area is prohibited. • The proposed well shall be a min. of 25' from the treatment tank and a min. 50' from the dispersal cell. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. P.O.VJ.T.S. Cl~fZll~l ~IOI?~'lly, JOE STANG Owner Responsibilities: Page 2 4i241200b • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) -The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS: In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance. of the POWTS. Sincerely, ~j~ ~~/ ~r l~ erard M Swim POWTS Plan Reviewer ,Integrated Services (608)789-7892 ,Mon -Fri, 7:15 am - 4:00 pm j erry. swim@wisconsin. gov cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633- ~~cFi MOUND AND PRESSURE DISTRIBUTION COMPONENTS,DESI~ ~~~ R~si~~n~i~i ;~p~Picatsor, INDEX AND TITLE PAGE F~' r 91QQ ~B~/ 6 ~~N Project Name: steels Mound ~s Version 4.0 ( } OMmer's Name: Dania) J. SMe~ Owner's Address: 9822 Ottumwa Ave. Legal C>escription: Township: County: Subdivrsiort Name: Stillwater, Minn. 55082 NW1/4, SVV1/4, 528, T30N, R16W Glennwood St. Croix Lot Number: Block Number: Parr~l I.D. Number. 016-1059-95-175 Plan Transaction No.: 66 _ Page 1 Index and title Page 2 Data entry Page 3 M~rnd drawings Page 4 lateral and dose tank Page 5 System maintenance specifications Page 6 Malt and corttirtgency plan Page 7 Pump curve and specific:atirons Page 8 Plot Plan Page 9 Soil ENauation Report D' ` ~~ ~ ~ PARTMEN7 OF COMMERCE ,.., ~,~ cnFE7Y AND BUILDINGS Designer. Joe n License Number. 223475 Date: 04/1 6 Phone Number: (715) 684-51 Signature: Designed Pursuant to the Mound Component Manual for POVYTS Version 2.0 SD6-10t~1-P !N. 01!01), and SSWMP Publication 9.6 Design of Pressure Distribution NeiNrorics for ST-SAS (01/81) 1 R. 09!04 Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Inform ation (r or c) R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 2.00 Site Slope (%) 100.20 Contour Line Elevation (ft) 70.00 Depth to Limiting Factor (in) 0.50 In-situ Soil Application Rate (gpd/ftz) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information (c ore) a Center or End Manifold 3.00 Lateral Spacing (ft) 2 Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) 90.00 Forcemain Length (ft) 90.80 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 9.65 Vertical Lift (ft) 1.22 Friction Loss (ft) 17.37 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 1.25 x x 1.50 x 2.00 x 3.00 x Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal conform of <= 3g inches. 6.00 Cell Width (ft) Are the laterals the highest point in the distribution Y network? Enter Y or N If N above, enter the elevation (ft) of the highest point. 7.50 ftz/orifice Does the forcemain drain back? Y Enter Y or N 14.68 Forcemain Drainback (gal) 46.75 5x Void Volume (gal) 61.43 Minimum Dose Volume (gal) 24.72 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice 1.25 x 1.50 x x 2.00 3.00 Gallons/Inch Calculator (optional) Treatment Tank Information 650.00 Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) 38.00 Total Working Liquid Depth (in) Wieser Manufacturer 17.11 gaUin (enter result in cell B49) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer 17.00 Dose Tank Volume (gal/in) A100 Filter Model Number Wieser Manufacturer Project: Steele Mound Page 2 of 9 Mound Plan View ll 1/~1 ~~0 ~~B~~ • 'Observation Pipe 'Q ' . .T.'''~'T' K ,5• B "' ~. A 6.00 ft B 75.00 ft D 6.00 in i L Mound Component Dimensions E 7.44 in F 9.25 in G 0.50 ft -} _~ _~ -I H 1.00 ft K 6.99 ft z 6.03 ft L 88.99 ft J 5.01 ft W 17.05 ft 450.00 (ft2) Dispersal Cell Area 6.00 (gpd/ft) Linear Loading Rate 902.59 (ft2) Basal Area Available 7.50 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.47 (ft) ..f„« F 100.70 (ft) --- - ~ a Dispersal Cell :~ Elevation . - -......'-.7 ~I H Dispersal Cell 101.20 (ft) Lateral Invert .D ~ t 2.0 % Site Slope Shading Key ~ a ~ [] _ Topsoil Cap ~ ~ 1.5 ft © ~~~~{ Subsoil Cap ~ c j ©0 ASTM C33 Sand :~ ~ T [] ~ ~~ ~~~'~-;~ Tilled Layer ~ ~ 0.5 ft ~5 Aggregate ~ c 100.20 (ft) Contour Elevation Geotextile Fabric Cover Dispersal Cell .`Typical Lateral }:,•':' -~~. ~--- q --* See lateral details on Page 4 for number, size, and spacing of laterals. Laterals are equally spaced from the distribution cell's centerline in the distribution cell (AxB). Project: Steele Mound Page 3 of 9 End Connection Lateral Layout Diagram Laterals centered over the A & B dimension * =Turn-up wi'ball valve ar clesnoutplug P All laterals are identical IE X-3, Holes drilled on the bottom of the lateral ~ equally spaced ~ r Force main connection via tee or cross to manifold at any point. Laterals & force main of P+iC Sch 40 [per CQMM Table 84.30-5j Number of Laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate System Flow Rate Total Dynamic Head 2 1.25 in 73.37 ft 3.00 ft 12.36 gpm 24.72 gpm 17.37 ft Orifice Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and ---~ Comm 16.28 WAC Disconnect ~- Tank component is properly vented Wieser Ca aci 650.00 Volume 17.00 Manufacturer Gallons gal/inch Dimension Inches ~ Gallons A 23.62 401.57 B 2.00 34.00 C 3.61 61.43 D 9.00 153.00 Total 38.24 650.00 A B C D 0.125 in 2.53 ft 30 7.50 ftzlorifice 3.00 ft 1.50 in 2.52 ftr'sec t_ocking cover with warning label and locking device and sealed watertight i 4 in. min. -~_.__ F- Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P~mp off elevation (ft) 91.55 Dom elevation (ft) 90.80 Alarm Manuafacturer SJE-Rhombus Controls Alarm Model Number Tank Alert 1 Pump Manufacturer Goulds Pump Model Number 3871 EPO5 Pump Must Deliver 24.72 gpm at 17.37 ft TDH Project: Steele Mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name ~- Joe Stang Phone 1-71584-5166 POWTS Regulator's Name St. Croix Coun Zonin Phone 1-715-386-4680 System Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins t and/or service once eve 3 ears Should ins ct and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins ct for pondin and seeps a once eve 3 ears Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Tum-up Detail Finished ...~~.......•. ............... Grade ~~ 6-8" Diameter Lawn _~ :. Threaded Cleanout Sprinkler Valve Box - Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Steele Mound Page 5 of 9 '. Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Seotic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stets. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain sol'~ds in the tank that may slough off the fitter when removed from its enclosure. if the 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 sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generaly not required. However, if such products are used they shall tie approved for septic tank use by the Department of Commerce. Pumo Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verily proper operation. If an effluent filter is installed within the tank it shall tie inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L 8OD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mglL GODS, 30 mglL TSS, 10 mg/L FOG, and 10" cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided w+th a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the Initial test when the system was instaNed to determine ff orifice clogging has occurred and # orifice Leaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Csnfinaencv Pian If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. if the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediatery repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area ff toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Steele Mound Page 6 of 9 :OZ 65: TT 98-8T-Z8 j g~ 1 989iz 988 S TL : h[O~i1I ~ ~~iRrH`d~~ 1684 ' - St?tL EVALUATION REPORT - t'~ _!__°f ; yN~~~ ~ ~ C Certified Sot[ Testing Division of Sa#ely and Bungs to aeoordance vv~fi Comer- 85, Wis. Adm- Code COY ~ _ Rttact, comma ~ Pte' ~ paper Oot less Uss, 8Kx 1'1 i,cf,as In size. Per, must - tnd,de. but,+ot ~' vnrdr~ and temimti9l wfwexos point (~ " ~ PSrCei !.t?. ~ pecc~t siape, stye a< deram#ars, rare snow. and iocatlac and dista,we m neaiesr,Oad. C MEP _ Pfease ~~ ~~ Bq ~ Dt~e na~d~rsKa+e~trtsi~.s.tso44ftts~ll- /b t} F®rsosat intarma6an rao t+roct~ ~t,T Nc»pecty E-ocati°n ~ perry Gamer ~ -;°:'-~' `i3 ~ 23c`-#~ ~ _ I+tYH 104 SW 5 ~ T ~ _ H R t6 J. .• C)bemwelfP~. Francis < ___ _ Gwt.LoE ._ . ~ y t.ot # Block # Subd. w' CS@Aw FrotsenY Owner's Mailing Address? y :. l;,.iJt:t 1:i.4la~ ; _' ~ --16 q. GSM Pending 2928 CT't1W G ~ 20NiNG t?r'Tr;Cc '---- _~._.. -- staze ~ code Phone Fhunber ~ Clhr ~ ~` Town EYcales# ~ G rtwoor3 esfy I vw ! 54ota 71s-212 r-denwooal 1 29QTn ^sf. - Code derived design #wir rate 450 _ GPD r_I'_~ New Car,struction Use:y,.- Reslde~ 1 EVumber of bedr°ans ~ .3 ~ . . _! Replavernee~t ~ Public lx corranerraat - DeSCY'~ - ._ •~ ..- ~ cat to_ess ~ ~Y~~Y ~ Fmod pfeir- eteraiion. ~ ~ - Parent mater" ~- %5~a~t-n,..... cvaa E- `via. S: r~c.~ - `{ ~ .r,~ Geteerat c°rnrnenfa ©c;e. ~ S E f. Y~ ivb-i-et t o.S- ; •• ~ - ~ elevatlOrl ~ and rr•~mmendairor,s: irtstatl4 - 2.83' x t32.Z• (St'd-IRillh2ttor. 4U sheHs~ st~ulatiQr7 7fJ99 chamber tt+eRCheS ~ eYstem of 96.5 in B-i - B-2 - e-3 arse P~ a - ~~€~ t3°rrcg ~ v ~°"g Ground Surface e~BV. 100.5 n. pepEh to tint;ting factor ..._' ~ ._in. Srd APPS ~ ( i Te,due Studwa ~ -~^~'Efl~ Ekxiza~ ~- Dam~t Gdor C~r_ Sz f3tt • ie. 64rx,seN t3,c. Sz. CON Cab- . ~ 4 ? 78YR 3F1 - si! 2 rn gr mvfr cs f f!m .5 .8 2 i~ 7-45 1ETYR 4J3 - gj 2 f-At sEslc ~ ~ gs 4rA .5 - ~~ -- 3 . _ 15-26 ~ 7.5YR 414 - _- - -- St 1 f-m s'bk rRVtf gs _ 4m .-.-- .4 ~ 8 _ __... ___..w.~__. 4 2~s-t32 7.51fR ~tJ4 lsJs 0 SQ ml cs - -7 ~ 1.2 - _ _ .. 5 s 62-~ 7.51fR 2.512 - r Ifs 0 sg mi - ~ --- - : - ..~.___- - ~~o • ~ .r E ---~----- ..~_.-...r_ -_ _, Bariag > 92 kt. Sai App4~lion Rate ~ ~ Ptt Ground Surface elev.- .,.t90.6 #(. t~pth to Eirn~tg factor Hrniort EJeptlt Qomtr,ad Cdrx Rex Desuiption 7pcHse 5tn,ehse Car~sieass ` 800 . _ %EN~iEtf32 u • in f;lu,~t Qu- Sx. Corti- Cafai Gc Sz. Sd. ~ t i D-7 SOYR 312 - sii 2 m 9r rtrvfr Cw 'tf/m .5 .-^8 _ __ 2 ~ 7-22 14Y1~ d13 ~ - sit 2 f m sbk myfr cw 1m .5 ~ •8 3 !22-30 7.5V R dl4 - sl 1 f-m sbk rnv<* cs t m - •4 - ..6 ~ 30-80 7.5YR?€04 - f Is/s O Sg ml ~ 95 -7 ~ 1-2 5 ~ 80-92 7.5YR 2.512 q~/ rr ~ 0 s9- ~ .-_ - .5 -.9 .._. _._;.~_..~..._ ._ - it E_-.___ . - -.. _ ttritx2b/st (?2kiw 3ti"; r s°c~ to nrxth, Loser ro old ouwash ctratmeYivrrenr craeir bed ' Etiltseru #'t = BflQ~ s 30 < 220 rr~1L and TSS c i 5d mg1L 'Effluent ~2 = t9pD ~ mgtL and TS5 = 30 m~ Sign Number flST Name t'Ptease Print} 222774 Henry F. Gtvte _ ~ = _.. _. ___.._-- •A~ress Certif~d Sal Testing v Oa6~ Evaluation Condtuxed Telephone Pwmber 11/19/ZA02 715'-233-4398 E. 4306 353rd Ave., Menomonie,lMt 54751 I00~ 9NIKQ2 0:? %~ ZS 989$ 98S STL %Vd 6~:l60 i2Ld 90!OT/ZO CSM Perri ~ -~_°( 3 Obermt~eJierrFratxis~_ Paccarta~_ ..~ _ Property Owner - ~-. E3oring # ~ Boring 94-3 _ ft. ~p m factor 7Q "` Sd Applration Rate 1 3 i _....-_ r~..,.....t c~.r~ Rlac- .-----~-, E@d -~ :y _ ..;. _{ , ~' 4s t ( ' O,. \ a dI Q Cf'~a ~ 1oM 1,,. zSt-,. ~a s ~ s.~ ~ rte.,. aC q b-~ 9896 98E 5 T L : Y~[02i.d :U1 dtl:Gl ~tl-~1~--aut i ~1t'AKC~i ~1D~1N ttt.~i~gay.- ~~O ` i l0.h ~"~~~• ~K :1 Sihy.~L,q ~~ ~*LM arrb~ 1 ~ ~ r.: 0 . `.mss `~ '~ . .~. t t c `~ / ^ ^ ~ tJ 3Q 1 ~- 'r \ aq ~ 1 s~.~l~ a.1 t ..t t (L.. r~ ~ ~.~~~a~. C Flo ~`s s~,i~a~t~, ,~.~ L~ +*~+:ta 1l~. ~„s U ~ ~ a.5w ~~ G~-~~ ~=k. f ,.G~ C~ ,. 4... C.5 _ ~ .\ ~~ ~~ r--o-" ~ - 1 ,~ t~ ~_S ~:~ . ~ .. ~°`~ ~ ° ~ ~ y~, r 3 ~q0~ ~l~INOZ 0~ 3~ JS 989fi~98C STL Yid qq=OT I2i3 90!OT%Zp i Deo a~Y..QS~°Y1 s 37a DGRZ$. -SCHM~IDT ?15-253-8060 ~ p. 7 _ __ _ ~ ~~ - T ~. 67$9 f - ~. ~~ ~ _ ,~ -_ . ~ro~ Z ~ ,~ _ wee~ts~aR~a~a~ ; ~ ~ - . . .: "-1~;~let~Ft-tD~ltaoorfe~'~Mt CQ~t~1~ls "~M" _ _ mss. ;"2 . ....~ . - '~~ - ~ ~ ~ a:~ ~ ~ ~~ - - - _ ~ .«.'.~ -- o ~-- ~::: -, ~ a . . _: . :-: . •: . ~ :: ~. -. . .~ _~ ~ ~ .- ~- - ~~. ...~~ ~* f~j,rj~U m ~ ~ ~ ~~ ~ ~ ~ ~ ~ v~ ~ ~ ~ ~~ - -- ~ ' t~` ~~ ~~ ~ 0 ~ t `BilIRYiQF7F~N~MIMQ1l~t~y ~MAI~~~~Mri a MCP ~~~=~Ol ~ ~.~INd ~~~ .. :'~ .~ _ ~ ~ ~~ ~~ ~ ~~ ~ ~ $ ~ ~$ ~ _ ~ ~ ST. CROIX COUNTY SEPTIC TANK NIAINI"ENANCE AGREBMENT AND QWIVP,RSIIII' CERTIFICATION FORM owner uyer ~ G. n - e ~. ~ . ~~~ Mailing Address Proptrty Address Z Z Q fit ~, ,.,,, ...~ a\ /~- ~ ~ DapaarCmant far ao~v carauuction.) ... City/State ~ ~ e n w o o ~ C ; ~ y_ ~ Parcel Identi5.eation Ntttanbex b ~ 6 ~ I ~ $ 9 ~ 9 S ~ f '~7 S! LEGAL DESCRI'PT~QN ~~ .SS D' property Location N w %, ~ SW 1~. ,Sec. 2~ , T 30 N R ~ S W, Town of ~ ~ c r~ w o o :hat#~ Subdivsiozt ~ ..__...._._. __ ._. ...__....~. __....__ ~_.~_._. __:...___:. _ ......_.._~.._._._ .. . Certified Snrvey Map # ~G~ ~D 7 ,Volume ~`~ ? ~~ ,Fagg # GG Warr~taty Deed ~# ,Volume l ~ .Page # ~~ ? 2 Spec baase Yes no x,ot lints ideoti5abk yes ex- S1!3TEM 11LAIl~IZNANCE AND OWNER CERTII+iCATION Iaoaproper t~se and of yota septic system could teanic in is pr~aaaa4ar fiWute to handle w~astea. Prapa' mariaos~anca oomaists of pumping ont the septic hndc every t>mee years ar sonnet, if needed, by a licensed pumper. What you put mmo the system can afloct the Enaction of the septic tamlc as a ttaataoent stage in the wasloe disposal sY~~ t~wnar ~ tespomt'bilities ate speci~'ied in §C•ota>en. 83.sZ(1) and m t~psa l2 - 3t. a+oioc C~ Sanitary Ordiaoaace. The property owner agroes W submit Lar SL Grgix Coaoty Plsnming & Zoaoing Deputamaaaat a cati>x~atien >qsm, signed by the owner and by a massar plumber, jouraoyman plumber,:estric0ed plumber oar a }icooeed pumper verifying flat (1)1Be aaa-site wastewater disposal systeiaa is in ptopev< operatat8 ooaidition aadlor (2) aRx iffipectioa std (if neoe~ey), the septic tarok ffi less than 1/3 full of shdge. Uwe, the undeisignod hpve stead flie above iegnirerraaatY std sgroe tb maiaataia the private aaawage disposal syaetaan widt Ste standards see Forth, berain, as set by ttie Deparmtmt of Camroearce and the Deparlmeat ofNatnral Rasouarss, Stars of Wisooaosia Cestb'ia~ian stating Ihat your septic s3+stea- has been maiotamed tuner be onanpleted sad rebauned b the St. CYoht Comup Phi k ?.oning DepardoaeoR within 30 dsys of tba throe year eagmadioa date. Uwe certify that all sdttiamants on this form are tens to the best of m~y/our Irnowledge. lhve am/are the ownsi(a) of the property descn"bod above, by virtue of a warranty deed recorded in Register of Deeds Olfce. Numbter of bedrooms ~~~ SIGNATURE OF~APPLICANT(S~ a ~i~~~ DATE '•"Any inforasmtion eta: is u~ may resnk in the ssmibry peooant betgg revoked by the Plaonmg ~ Zoomlg Depntmanatt ••• Include with this application a recorded warranty deed from the Register of Decda Ogice and a wpy of the oartifiod survey map if reference is mark in the warranty deed. (K1rV.118~~ tsd =QI iS:9t 99-tZ-Z9 CERTIFIES SURVEY MAP LOCATED IN PART OF THE NW7/4 OF THE SW1/4 AND PART OF THE NE1/4 OF THE SW1/4 OF SECTION 28, T30N, R7 5W, TOWN OF GLENWOOD, ST. CRODC COUNTY, WISCONSIN; INCLUDING LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 17. PAGE 449ss AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. OWNER SURVEYOR FRANCIS OBERMUELLER EDWIN C FLANUM 2919 COUNTY ROAD "G" NORTHLAND SURVEYING, INC. GLENWOOD CITY, WI 54013 P•O. BOX 14 ROBERT'S, WI 54023 SURVEYOR'S CERTIFICATE 1, Edwin C. Flanum, Registered Wisconsin land Surveyor, hereby certify that by the direction of Francis Obermueller, i have surveyed, mapped and described the parcel of land which is represented by this Certified Survey Map; that the exterior boundary of the parcel of land surveyed and mapped is described as follows: A parcel of land located in part of the NW1/4 of the SW1/4 and part of the NE1/4 of the SW1/4 of Section 28, T30N, R15W, Town of Glenwood, St. Croix County, Wisconsin; including Lot 2 of Certified Survey Map recorded in Volume 17, Page 4495 at the St. Croix County Register of Deeds Office; described as follows: Commencing at the W1/4 Corner of said Section 28; thence SOO°18'21'E, along the west line of the SW1/4 of said section, 890.61 feet to the south line of Lot 1 of Certified Survey Map recorded in Volume 17, Page 4495 at the St. Croix County Register of Deeds Office, being the point of beginning; thence continuing S00°i8'21"E, along said west line, 444.92 feet to the south line of the N1/2 of the SW1/4; thence N89°37'05"E, along said south line, 2652.88 feet to the north -south 1/4 line; thence N00°11'01"W, along said north -south 1/4 line, 787.47 feet; thence S89°37'OS"W 1124.66 feet; thence N84°49'29"W 267.93 feet; thence S88°07'30"W 302.94 feet; thence S84°44'20'1N 712.27 feet to the east line of said Lot 1; thence S00°18'21"E, along said east line, 302.48 feet to said south line of Lot 1; thence N89°49'12"W, 250.76 feet to the paint of beginning. Described parcel contains 46.03 acres (2,004,947 Sq. Ft.). Parcel is subject to Town Road (290th Street) right-of-way and atl other easements, restrictions and covenants of record. 1, also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes and Land Subdivision Ordinance of the County of St. Croix in surveying and mapping same. ,o..uw w u wln~,,,~'''''' ,~~gC ~ NSA EDWIN C. •'•.'~'' FLANUM S_2487 , c = -. AMERY WIS i "•. •.= • \ 'y,~~ sum ~; R Each parcel shown on this map (plat) is subject to State and County laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.) Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the Tawn of Glenwood for advice. SHEET 2 OF 2 SHEETS Vol 18 Page 4729 76964 i3 U _..2575 P 008 Document Number STATE BAR OF WISCONSIN FORM 2- 2000 WARRANTY DEED THIS DEED, made between Francis E. Obelmuetler and Kathleen A. Obermueller, husband and wife, Grantor, and Daniel1Steele, a single person, Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: SEE ATTACHED EXHIBIT A Name. d Re Address: i ~' ~ ~~ 1 ~J Edina ile,Inc. Burnet Title 400 S.2 .-Suite 1157J~(1 prance Ave. S. Hudson 4016 1= i rt F l , ~ c~ r 4234 ~ i i ~ k.iii~ta. ~I` ~_ Recording Area Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any. 16 1059 95 000 Parcel Identification Number (PIN) This is not homestead property. Dated this 28th day of April, 2004. * Francis E. Obetmueller AUTHENTICATION Signature(s) authenticated this 28t1} ~YPR~i 2~gnRQ',y' Notary Public TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Peterson, Fram & Bergman -Steven H. Bruns 50 East Fifth Street, St. Paul, MN 55101 (Signatures maybe authenticated or acknowledged. Both ate not necessary) *Names of persons signing in any capacity must be typed or printer below their signature y-aa S~~ 3c~o~S l WARRANTY DEED ~~~~c~~~ ~~, C~~z~~~~ * Kathleen A. Obermueller KATHLEEN H. MALSN REGISTER OF DEEDS ST. CROIX CO. , MI RECEIVED fOR RECORD 85/18!2804 1I:38AM MARRE N~TYr # EED REC FEE: 13.00 TRA}1S FfiB: 337.50 COPY FEfi: CC FEE: PAGES: 2 ACKNOWLEDGMENT STATE OF WISCONSIN ) ST. CROIX COUNTY. ) ss. Personally came before me this April 28, 2004 the above named Francis E. Obetmtteller and Kathleen A. Oberlnueller, husband and wife to me latown to be the person(s) who executed tke fo~rego'inQg instrument and aclrnowledged the same. ~~~ *Diane M. Barron Notary Public, State of Wisconsin My commission is permanent. (If not, state expiration date: 11/19/2006 ) STATE BAR OF WLSCONSIN FORM No.L20tNl U.._.2575P 009 Lot 3 of Certified Survey Map recorded in Volume 18, page 4728 '/s of the SW1/4 and part of the NE1/4 of the SW '/. of Section 28, 15 West, Town of Glenwood, St. Croix County, Wisconsin; Including Lot 2 of Certified Survey Map recorded in Volume 17, page 4495 at the St. Croix County Register of Deeds. . Located in part of the NW Township 30 North, Range i@d ~ LS6L56i6~ti:1^i02i.3 :OZ Sti: iZ 90-LZ-Z@ ~ .... s= ~~. ~ . ~_ I S s ~~ , _3 1 ~ti ~fl i I ii ~~~ .u_ ... _..._ f ~~f -_~ {{~ ~ 1 II ~ f~ ,, h.~~ ~ ~i s _.._ _ _ l 7) ~ {.. ~ S I j --r -: ., I ' - ~ ~ T ~ , f~ 1 `~ ~-~ , ~ U ~ I ~`. f-~~~ - r._ ~~ i I .~i i.~ ,_~ _ I ~ 1 ~' ~"~' ~ - + .. i ~ ~ ~; `'. ~ ~ I ~__. ...... a.~ a r_ ,~ ..] cf ~ l ~N.~ ~ ~~ ~~Z H ~- y + .~::_ ~ w ~ r,, ..,~, d ~ r ~ I,_ I 11 : ~, ~ a 4 ` 1 °" 9 ..__ I I _._ M„L~ .........., `~~~t" l Lam--- .~...,.. ,..e,. ~ .._. . ._ ~'-~_. --._. r' ` ~ ~ ~~ ~C \ `o^~ ~4 ~ V J S ~~ '~ x Ii 1 1 I ~ ~, yyr 4` `.". ~{ ~ •' ~„i ~1 f '~ ~' y,.~'J 1 ~\ r~/1 Y }_ ~~ ~-.L ~ r ~, ~~. ~~', TGt 3._i„~ r i ~ ~ . s Wisconsin Department of Commerce Division of Safety and Buildings ~RI~IB~~4fL SOIL EVALUATION REPORT in ~ernrrhnco with Cnmm Rri Wis Adm Code 1684 Page 1 of 3 Certified Soil Testing County Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must St. CrOiX include, but not limited to: vertical and horizontal reference point (BM), direction and D Parcel I percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . C M Pending Please rint ~~~a.D Revi d By Date Personal information you provide m y be used for secondary purposes (Privacy L , s. 15.04 (1) (m)). ~~ a Pro ert Owner 2003 ~A~ ~ 6 Pro ert Location y Obermueller, Francis Govt. Lot NW 1/4 SW 1 S 28 T 30 N R 16 W Property Owner's Mailing Address ST. CROIX COUNTY Lot # Block # Subd. Nam or CSM# 2929 CTHW G ZONING OFFICE -16 A. CSM Pending City State Zip Code Phone Number City ~ °!, Village Town Nearest Road Glenwood City I WI 54013 715-265-4412 Glenwood 290Th St. New Construction Use: ~ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial -Describe: Parent material l oess over sandy/loamy outwash Flood plain elevation, if app able NA General comments (),w ~"0 5l C.'{~ /Ko'~ott~- ~~. d-~ S~4'}'°'""- w.~a1- ~- 6i q7~ '`al ~s and recommendations: install 4 - 2.83' x 62.2' (St'd-Infiltrator, 40 shells) stipulation 1099 chamber trenches @ sys tem elevation of 96.5 in B-1 - B-2 - B-3 area r~~ Boring # ~s Boring -1 ~+~~~+~ ~ Pit Ground Surface elev. 100.5 ft . Depth to limiting factor ~ 90 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 1 j 0-7 10YR 3/2 - si{ 2 m gr mvfr cs 1flm .5 { 8 2 ~, 7-15 10YR 4/3 - sil 2 f-m sbk mvfr gs 1 m .5 8 --- ---- 3 115-26 7.5YR 4/4 - sl 1 f-m sbk mvfr gs 1 m i .4 ~ 6 4 ~ 26-62 7.5YR 4/4 - Is/s 0 sg ml cs - .7 ~ 12 5 i 62-90 7.5YR 2.5/2 - / Ifs 0 sg ml - - 5 .9 __ ~' I ~ // __ $,r ~/,~ gr/cob/st below 26" Boring # Boring /'i Pit Ground Surface elev. 100.6 ft. Depth to limiting factor ~ 92 in• Soil Application Rate Horizon ; Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rools GP DIft' in. A4unsell Qu. Sz. Cont. Cclor Gr. Sz. Sh. `Eff#1 `Eff#2 1 f 0-7 10YR 3/2 - sil 2 m gr mvfr cw 1f/m .5 .8 2 7-22 10YR 4/3 - sil 2 f-m sbk mvfr cw 1 m .5 ~ .8 3 ' 22-30 7.5YR 4/4 - sl 1 f-m sbk mvfr cs 1 m 4 I ~~ .6 __ 4 ~ 30-80 7.5YR 4/4 - ~ Is/s 0 sg ml gs - .7 ~1.2 5 80-92 7.5YR 2.5/2 ~ (Q ~- / r Ifs 0 sg ml - - .5 .9 __ _ gr/cob/st below 30"; note better soils to north, closer to old ouwash channel/current creek bed Effluent #1 = 13UD5> 30 < 220 mg/L and TSS 0 < 150 mg/L 'Effluent #2 = BOD < mg/L and TSS < 30 mgL CST Name (Please Print) Sign to CST Number Henry F. Grote . 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 11/19/2002 715-233-0398 JQ_ l a~ b~s Property owner Obermueller, Francis Parcel ID # CSM Pending Page 2' of 3 a Boring # ~ Boring ~/ Pit Ground Surface elev. 99.3 ft. Depth to limiting factor 70 in. Soi! Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P = in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10YR 3/2 - sil 2 m gr mvfr cs 1f/m .5 .8 2 9-19 1 OYR 4/3 - sil 2 f-m sbk mvfr cw 1 m .5 .8 3 i 19-33 7.5YR 4/4 - / sl 1 f-m sbk mvfr gs 1 m .4 .6 4 33-58 7.5YR 4/4 9~: r/ Is/s 0 sg ml cs - .7 ~ 1.2 5 58-70 10YR 5/6 3.~ ~ Ifs 0 sg ml as - .5 .9 6 170-78 7.5YR 3/2 c2p 10YR 6/1 scl 0 m mfr - - 0 0 Recommended system elevation is just into horizon 4; chamber slots will be in 0.4 loading material near B-3 but in 0.7 material near B-1 & B-2 a Boring # -~ Boring ,/„-~ Pit Ground Surface elev. 100.5 ft. Depth to limiting factor 100.5 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots = in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 i 0-7 --- 10YR 3/2 _ sil 2 f sbk mvfr cs 1f/m .5 .8 '. 2 ! 7-22 __ 10YR 4/3 - sil 1 m sbk mvfr cw 1m i .2 .3 i 3 22-30 7.5YR 4/4 _ sl 1 f-m sbk mvfr gs 1 m .4 .6 4 ' 30-61 7.5YR 4/4 _ Is/s 0 sg ml cs 1m .7 1.2 5 ' 61-77 7.5YR 3/2 c1p 10YR 6/1 scl 0 m mfr - - 0 0 I __ -_ If this area is used for system, system elevation becomes 98.5; loading remains 0.4 and none of system elevation is in 0.7 material Boring # ~l 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 = in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~ ~ --- i ' 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-Si;o (RA7/00) Certified SDiI Testing Propery Owner Obermueller, Francis Parcel ID # CSM Pendin4 Page 2 of 3 a Boring # ~ Boring f /~ Pit Ground Surface elev. 99.3 ft. Depth to limiting factor 7p m• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10YR 3/2 _ sil 2 m gr mvfr cs 1f/m .5 .8 2 9-19 10YR 4/3 - ~ sil 2 f-m sbk mvfr cw 1 m .5 .8 3 19-33 7.5YR 4/4 ~ ~ +_ t~ sl 1 f-m sbk mvfr gs 1 m .4 .6 4 33-5$ 7.5YR 414 +t_ (~ Isis 0 sg ml cs - .7 1.2 5 58-70 10YR 5/6 3 ~ _ Ifs 0 sg ml as - .5 .9 6 70-78 7.5YR 3/2 c2p 10YR 6/ scl 0 m mfr - - 0 ~ 0 Recommended system elevation is just into horizon 4; chamber slots will be in 0.4 loading material near B-3 but in 0.7 material near B-1 & 8-2 a Boring # ::.:j Boring /} Pit Ground Surface elev. 100.5 ft. Depth to limiting factor 100.5 in. Soil Application Rate Horizon ~ Depth Dominant Cdor Redox Description Texture Structure Consistence Boundary Roots ~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 ~ 0-7 ---- 10YR 3/2 _ sil 2 f sbk mvfr cs 1f/m .5 .8 2 ~ 7-22 10YR 4/3 - sil 1 m sbk mvfr cw 1m .2 .3 3 ~ 22-30 7.5YR 4/4 _ sl 1 f-m sbk mvfr gs 1 m .4 .6 4 30-61 7.5YR 4/4 _ is/s 0 sg ml cs 1 m .7 1.2 5 61-77 7.5YR 312 c1p 10YR 611 scl 0 m mfr - - 0 0 i If this area is used for system, system elevation becomes 98.5; loading remains 0.4 and none of system elevation is in 0.7 material Boring # .ma 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 ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i r - --- I i I ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mglL • 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 608-266-3 ] 51 or TTY 608-264-8777. SBD-8i :0 (R.07/00) CertifiCd $011 T esung t d ~ ~.a q ~a -S~ ~Yawan ~~~4wk~.~~w,_ 1 10't ~\a•. "~1ba. 4~w1 '~~~`~-+ ,~~7w~..,. ~1w.Zw-~~ •3e- 1J w 1~ ~ ~ ~ J~.~. w v V' O~vC w4w~~ ~--~ --,~-~o~ait --~-- FIB !~ ~„j.~ ~3K ~K~ t w. r>~ `~ap.l~ / ~~ /~ ._~ `~{- Ci "~~~~~ 3•Z -`_ S s ~~~,~ ~ ~ ct't'~+ Z't.LZ-'i~t N _~ ~ ~~ 30 ~P /1~~ ~'l S C~/r w~1 t/w{ 9,.1 t J ~(~ ~~n ~`` ~ ~ 1 s-~' ~ l to w , <~ 4. + „.:1 Q.. ~ ~' 6a ~ c~~. ~~ ;3 + a~.S ~~ Vb'Q j ~. a..,.:....:: 4 J ~~ s '~~.-~ o , ~ 3 0 ~ 3 ~rcIMS Viewer i. - 1 II '. ~ , ~ ~ I l --- ~ '~~, S 1 _ ~'I ' } `. i `i'. / y ~ '. + ~ l ~ ~ .. ,_ _ _. .`r .._ . , • ~ G il ` , ~ . L( ~`' f: ~ ~ +~ "'~-~ I } ~ 1 _ - - -~ ._'~ I ~ f _- '~ _`~ T N G L E NI~fV O O D ~ I !', 1: s ~~ 1 r- _~ _i. • ' - ,r f ~ .. 1~ ~~ 11.. ; 91,x ! J ~ I . .~~' ~ ~ ! '/ ~„ (.~ ~~ ~ / J 1 . .. ` y.s. ~ 1" : .+ . ,.-- . •- . , ,. Page 1 of ittp://72.21.230.178/website/LRPortal/ARCIMS/MapFrame.asp?PIN= 4/28/2001 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency EXglrBS FebruafV 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A -PROPERTY INFORMATION For Insurance Company Use: A1. Building Owner's Name Daniel Sleele Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1329 290" Street City Glenwood City State WI ZIP Code 54013 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 3 of Certified Survey Map Vo{. 18, Page 4729, Doc. # 759428 A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) residential A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ^ NAD 1927 ®NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP Community Name 8 Community Number 62. County Name 63. State ST.CROIX CO., Wl 5555786 St. Croix WI 64. Map/Panel Number 65. Suffix 66. FIRM Index 67. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) H&I 26 APRIL 27, 1973 MARCH 26, 1976 A 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69. ^ FIS Profile ^ FIRM ^ Community Determined ^ Other (Describe) _ 611. Indicate elevation datum used for BFE in Item 69: ^ NGVD 1929 ®NAVD 1988 ^ Other (Describe) 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ^Yes ®No Designation Date ^CBRS ^ OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ^ Construction Drawings' ®Building Under Construclion' ^ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARlA, ARIAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum ConversionlComments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 1106.24 ®feet ^ meters (Puerto Rico only) b) Top of the next higher floor ^ feet ^ meters (Puerto Rico only) c) .Bottom of the lowest horizontal structural member (V Zones only) ^ feet ^ meters (Puerto Rico only) d) Attached garage (top of slab) ^ feet ^ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building ^ feet ^ meters (Puerto Rico only} (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 1104.12 ®feet ^ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 1105.20 ®feet ^ meters (Puerto Rico only) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name Edwin C. Flanum License Number S-2487 Title President Company Name Northland Surveying, Inc. Address 856A Hwy 65 / P.O. Box 14 City Roberts State WI ZIP Code 54023 Signatures - C ~~ L Date 6-05-06 Telephone 715-749-1718 S/~ ~~~ _? EDWIN C, =~. FLgN~~M S-Z48% - AMeRY ~',~•, WIS ~ `` /,~~rrr r4nrr n nunnu~n~a~~~\\`~~ FEMA Form 81-31. February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1329 290"' Street City Glenwood City State WI ZIP Code 54013 Company NAIC Number SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. Comments Elevation of 1106.24 provided for C2 a) is the elevation of the sill plate for the entry door to this building. Floodplain study completed by Humphrey. Engineering indicates a 100 year High Water Line Elevation of 1102.27 at the cross section nearest the existing building. Signature Date ^ Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFEj For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (lAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is 1.04 ®feet ^ meters ®above or ^ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is 2.12 ®feet ^ meters ®above or ^ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ^ feet ^ meters ^above or ^ below the HAG. E3. Attached garage (top of slab) is ^ feet ^ meters ^above or ^ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ^ feet ^ meters ^above or ^ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ^ Yes ^ No ^ Unknown. The local official must certify this information in Section G. SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without aFEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Edwin C. Flanum Address 846A Hwy 65 / P.O. Box 14 City Roberts State WI ZIP Code 54023 Signature Date 6-05-06 Telephone 715-749-1718 Comments ® Check here if attachments SECTION G -COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ^ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ^ A community official completed Section E for a building located in Zone A (without aFEMA-issued or community-issued BFE) or Zone AO. G3. ^ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued G6. Date Certificate Of CompliancelOccupancy Issued G7. This permit has been issued for: ^ New Construction ^ Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building: _^ feet ^ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ^ feet ^ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ^ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions MMp[!~G144L D I~L^1G:ID~ WEST LINE OF THE SW7/4 Z SOO°18'21 "E ~ ~ 280TH STREET ~ A soo°1e'2rE _ _ _ _ ~, 430.47 J W W ~ ~' `' ~ N~ 1335.53' O1_ - N - 500°18'21"E 890.61' _ - - F - n ~ ~ XS-4 = „os OS ~ - c~mi Oz z I N00°18'21"E 430.12' ~ ?~ II ~ G & I ~ ' ~ z z mD I oil .. ~ .............. ~~ ~ " ~d 0~ ~ c ~ ~ ~ p ~ m ~ °~ " _ !11 ~~ o,,~~~o~o~ 1 ~~Lti° ~ ~ ' ' I I o ~ ° r~ N I lul° ~~C~- 4 ~ S 02 481 "E ~ S , --- !~ I~ 'c I ~ p a I z $ ~ a rn g I ~ m i 0 1 = I " = X n r ~ m0 f ~ X is m I ~ g 8 ~ ~ o I ^' >x m m I nom m0-' m r ~ Z ~ D ` I n~~" '1 _' Oro ~~!: ~ I z$Sa Nmii m I o0 ti v, ~ v x. F I N = p a c O x0: I C1 ~ . Op: I ZS: 7f '. N ~ I Z I~ ~ I ;O ' I ~ ~° to lo' ;~ ~~ ~ ~d ~ ~h ~In~ I i N ~m Im ha i~ I ~cn ,m !~ iN ~~ i~° I~ ?~ ~~ ~~ m ~;° ~~ m 1Lyj Y "Sg-2 m o _ ~ELFV. m n ~ \ ~4. as i~ .r 'O' -'Ir w: ~" ~ ~) / t 8 P m 1 ~ 1 8g ~fV I / \\ 1104.4 cv. - XS-3 t 00 YEAR ELEV. = 1102.2) G~ ~~9 1~~ N A A A O f`IN 1 J O OD N ~ ~ V A W O m Z ON1 A V 'p t0 ~ W N fp N W V O N W t0 C I~ i~ i~ 0 I~ IQo ~~ 1 STEELE SITE ~LOODPLAIN STUDY ~LU~. CR~.~K TOWN O~ GL~NWOOD,1N15CONSlN ~ac~. 3 i , 2006 ~'rePared ~y: ~' 22 i i Q'Nei~ }Zoac~ ~uclson, 1/~(- 54o t 6 ~1TRODUCTION 'he purpose of this study is to obtain floodplain elevations for an existing building already located on the site and ie potential for a new building to be constructed in the future. The site is located in the NW %4 of the SW'/a of ection 28, T29N, R17W, Town of Glenwood, St. Croix County, Wisconsin. 290`x' Street runs north and south long the west edge of the property and crosses Blue Creek just upstream from the building site. 130` Avenue runs long the south edge of the property. Blue Creek flows west to east is approximately 275 feet north of the proposed uilding area. The subject discharges into an existing reservoir approximately 0.35 miles east of the building area. 'he watershed basin consists of pastures and grasslands, ranges, row crops and rural development. The adjacent roperties are zoned ag and ag-residential. The watershed areas were obtained using the USGS Quadrangle maps. 'he topography for the site was obtained by field shots performed at each cross-section location and the soils iformation was referenced from the SCS soil survey for St. Croix County. -ATA AVAILABLE lydraulic information in this report is based upon accepted procedures as outlined in the following ublications: 1.) "Techniques for Estimating Magnitude and Frequency of Floods for Wisconsin", by Duane H. Conger, 1992. 2.) "Hydraulics of Bridge Waterways", Hydraulic Design Series No. 1 Federal Highway Administration. 3.) "Facilities Development Manuals", by Wisconsin Department of Transportation. 4.) U.S.G.S. Topographic Maps. river and flood plain characteristics are based upon conditions as observed through Apri12006. No previous ~rmation was obtained for the existing box culvert of reservoir. site description of the floodplain and its effects on the proposed building addition are illustrated in the following osures to this report. l .) Contour map 2.) Location map 3.) Soils and drainage basin maps 4.) Hydraulic calculations size of this drainage basin entering from the east is approximately 2.0 square miles. The downstream reaches of channel are well defined with all low flows being confined within a distinguished channel. Adjacent reaches of downstream channel are lined with pasture grass and brush and the flood plain areas are covered by meadows agricultural land. AGNITUDE AND FREQUENCY OF FLOODS flood-discharge analysis of the drainage basin was conducted to estimate the design discharge for the base flood. ie design discharge for this project was determined by using Congers Method and verified with the use of ~droCad software. For both methods, the following parameters were used for our calculations: 1.) Drainage area equals (square miles) 2.0 2.) Main channel slope is (ft/mile) 81.6 3.) Soil permeability is (in/hr) 1.36 e are using 1405 cfs for the 100-year flow of the channel. This is equivalent to the design flow calculated by the ~droCad model for this channel yALYSIS OF HYDRAULIC CHARACTERISTICS ~e hydraulic characteristics of the channel for the existing condition were calculated to determine the floodwater ;vations. ie hydraulic sections used in the analysis are shown in the appendix. Hydraulic analysis was performed using fridge Waterways Analysis Model" WSPRO Computer Model. Mannings "N" values were obtained from the field rvey. FISTING UPSTREAM AND DOWNSTREAM STRUCTURES existing upstream structure is an 8'x16' concrete box culvert with concrete abutments. The downstream voir maintains a normal water level of approximately 1085 as located in the field. hydraulic data for existing channel at the Q 100 flood is summarized below. amage Area - Sq. Mi. 04 - CFS - 1+00 -10+45 - 21+37 - 24+98 2.00 1005 Water Surface Elevation 1088.39 1094.49 1102.27 1106.05 231-011\C add\231-011 dwg, 5/31/2006 12:42:28 PM, 1:300 m~ yn Op ZZ m ~^ /jJ n S00' •- BEARINGS ARE REFERENCED TO THE WEST LINE OFTHE SW1/4 OF SECTION 28, ASSUMED TO BEAR S00 25'34'W. G7O~O ~zco O~~v DON < -i F011\Cadd\231-011.dwg, 5/23/2006 2:25:01 PM, 1:1000 - ~., . , R w_, rm. ~i' r !~ , ti' _.. rt u ~ « _~\` ~ ~ . ~. .,... \\ ~ n ~'. k ; a 4 x ,.' ~ ~ ~ .. ~; ~ ~ ~ ~ ," ~, ~ k. ~ ~~ . , y `, ~> .~~. ~ r ~ ~ m~ .a`. ..: . I C . ~ ,,. O r,-j , , ~ _ ~ - ~_ F~ ~r ,; ~° ~ ~~ ~ A `~ ~~ ., ~ : t , .,~ + i' ~ ~ ~ ~ ~ ae. ~, t € .. , .... » y t. t , ', _ `' ~F -} ate' ,.. ~- ~ .~~~' l~ , r-- ~ ~ ~ ~ ,. ,~ , . ~„ ~ ~ ,,.~ x. ~..~ '~ I'1l ~ "' °'~#..,.a ~ D _ ~ ~ ~ C7 Cn ~ ~ ~~~ ~~. ~ , ~^ A T ~ ~ ~ rfi < ~' r ~ g 4~ ~ Cn C ~ r,a' '•:4 ""`' _ f~ D t ' "' -P --~ ~ m z ~~ ~ ~i r _ - co m ~ r,~... ,. ~ ~ ~:. ... ti=D_ cn C~ ~ ~, M ... ~~. ~ _ .o ._ .~ , ~, m p - e_~ ~~ m ~ '",,~ o. .. cn ~ ,., ~ ~ r > "', `~ _ ~~ ~~. ~ .. , F F N ~ ~ ~.~ ~ -. ~ r r: ~~ . ~, r ~ ° _ r ~ . ~ ~ .~ ~.+ v _ aid ~. . ~ ~~~ ~ A i' 4 i ~ < { _._,..~ _®,~-_~ ~ a ~ F , '1 ~ wpb 1~ <~' g ! ~ ~ ` ~ D D ,~ , v y~, ,~ ~ t ~ : ~ ~ G ~ m , ~ D , w ~ ; , II ,a ~: m ~' ~~..> ~~~~ PROJECT ID: 231-011 DESCRIPTION: Steele Floodplain SECTION 28 TOWN OF GLENWOOD TRIBUTARY: BLUE CREEK CALC'S BY: TGN DATE: 5/23/06 PARAMETERS AREA= 2.00 SQ.MILES SOIL PERMEABILITY= 1.36 IN/HR. SLOPE= 81.6 FT/MILE AREA 2 FLOOD FREQUENCY EQUATIONS-CONGERS METHODS-1992 FORMULAS 0.947 -0.713 0.682 Q100YR= 17.7 (AREA) *(S.P.) *(S) _ ®CFS 0.938 -0.697 0.647 Q50YR= 17.6 (AREA) *(S.P.) *(S) _ ®CFS o.s27 -o.s7s o.s1 Q25YR= 17.2 (AREA) *(S.P.) *(S) = CFS 0.917 -0.649 0.554 Q10YR= 16.2 (AREA) *(S.P.) *(S) _ ®CFS 0.907 -0.619 0.499 Q5YR= 15.1 (AREA) *(S.P.) *{S) _ ®CFS 0.885 -0.562 0.388 Q2YR= 13.1 (AREA) *(S.P.) *(S) _ ®CFS SLOPE CALC'S SOIL PERMEABILITY CALC'S ----~ _,._-_1 ~~ ~ ;A-~ Area A~ ~ea A-2 9R Chan el A3 ~~~ V 3~' Area A-3 Box C(~vert ,, , ~`7 ~`f~ 6 R rea A-a Channel 5P, Existing Impoundment ~r,~;-0~ ~ P« Link '~ -~ Type ll 24-hr 100 year Rainfall=5.90" {enter your canpany name here} Page 3 Subcatchment A-i: Area A-1 = 339.92 cfs ~ 13.03 hrs, Vdume= 74.232 ef. Depth> 2.22` by SCS TR-20 ma8lod, UH-SGS, Time Span= 0.00-24.00 hrs, dt= 0.10 hrs 244v 100 year Raintalh5.90" ac CN Descri ' .000 78 Rex apps, slraigM row, Good, HSG B .000 61 >75% Grass cover, Good, HSG 8 .000 98 Paved parking 8 rods .000 58 Woods/grass canb., Good, HSG B .000 58 Meadow ed HSG B .000 65 Weighed Average Length Stripe Velocty Capacity Description feet Wff ff/sec cfs 300 0.0250 0.1 Stwat Flow, Woods: Light underbrush n= 0.000 P2= 2.78" 1,600 0.0400 1.0 Shallow Concentrated Flow, Woodland Kv- 5.0 tps 4,000 0.0150 5.0 60.06 Channel Flow, Area= 12.0 sf Penm= 10.4' r- 1.15 5,900 Total SubcaMhment A 2: Area A-2 = 225.67 cfs ~ 12.63 hrs, Yduma= 37.115 af, Depth> 2.24" SGS TR-20 medrod, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.10 hrs •M 100 year Rainfall=5.90" 61 >75% Gmss cover. Good. HSG B 98 Paved parking 8 roofs 78 Row apps, srraigM row, Good, HSG B 58 Woodslgrass comb., Good. HSG B ength Skrpe Vebdty Capady Desakption feet 1Uft 8/sec cfs 300 0.0500 0.1 Sheet Flow, Woods: LgM underbrush n= 0.400 P2= 2.78" 1,100 0.0570 1.2 Shallow Concentrated Flow, Woodlarld Kr- 5.0 fps 3,000 0.0250 6.5 77.54 Channel Flow, Area= 12.0 sf Perim= 10.4' r= 1.15' n= 0.040 ,400 Total 23i-011 Type lI 24-hr 100 year Rainfall=5.90" Prepared by {enter your company name here} Page 2 H,droCAO®710 sin 001608 ®2005 FlydroCAD Sdhvare SoWlions LLC 5/23x1000 Time span=0.00-24.00 Ixs, dt=0.10 hrs, 241 prints Rurroff by SCS TR-20 method, UH=SCS Reach rorthng by Stor-Ind~Trens method - Porq roaring M' Stor-Ind method Subcatchment A-1: Aroa A-1 Runoff Area=402.000 ac Rurgff Depth>222" Fbw Length=5,900' Trx90.7 min CN=65 Runoff=339.92 ds 74232 of SubcatchmeM A-2: Area A-2 Runoff Area=199.000 ac Ruraff DeWh>224" Fkrw Length=4,400' Tc=61.6 min CN=fi5 RunofF-225.67 c(s 37,115 of Subratchmerd A-3: Area A3 RUnOBArea=462.000 ac Runoff t7apU>241' fbw i.erglh=5,900' Tc=67.8 min CN=67 Rurafl=555.32 cis 96.706 of SubcatchmeM Ad: Area Ad Runoff Area=189.000 ac Runoff OepW2.t9' Flow Lergth=3.300' Tat 17.9 min CN=65 Runoff=131.55 ds 34.566 of Reach 1R: Channel Peak Depth=4.93' Max Vet=6.0 fps Inflon=525.51 cfs 111.347 of n=0.040 L=1,800.0' S=0.0111 'f Capac8y=134.33 cfs Outfbw=519.37 ds 1/0.744 of Reach 6R: Channel Peak DepthS.2B Max Vet=S.t fps In6ovr-883.91 ds 206.348 of n=0.040 L=2,100.p' 5=0.0071 'r Capacity=107.70 cfs Our8orn873.86 ds 204.985 ai Pond 3P: Box Culvert Peak Elev=1,106.74' Storage=929,742 d Inflow=1,030.61 cfs 207.460 of Outtiovr-883.91 cts 206.348 of Pond 5P: Exisgng Impoundment IrMlovr=1,005.41 cfs 239.551 of Primary=1,005.41 ds 239.551 of Total Runoff Area ~ 1,272000 ac RunaR Vokmre =242618 of Average Runoff Dap1h =229" 231-011 Type 1f 24fir 100 year RainlaN=5.90" Prepared by {solar your company name here} Pape 4 FhAroCAO®710 s/n 001608 ®20(15 HvdroCAD Software Solutions LLC 523x2006 Subcatchfnent A-3: Area A3 Runoff 555.32 cfs (cj 12.71 hrs, Vdume= 96.706 af, Depffv 2.41" Ruraf(by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.10 hrs Type 1124-hr 100 year RaiMa1k5.90" Area (ac) CN Desaiption 35.000 98 Paved parking 6 rods 50.000 61 >75% Grass cover, Good, HSG B 150.000 78 Row rxops, sVaigh row, Good, HSG 8 175.000 58 Meadow, rlor~grazed, HSG B 72 000 58 Wcods/dress aomb. Good, HSG B 482.000 67 Weighed Average Tc Length Sbpe Velocity Capadly Decaiption (min) (feet) (R/ff) (R/sec) (dst 45.4 300 0.0330 0.1 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.78" 9.2 500 0.0330 0.9 Shallow Concentrated Flow, Woodland Kv- 5.0 fps 13.2 5,100 0.0250 6.5 77.54 ChanrlN Flow, Area= 12.0 sf Pedm= 10.4' r- 1.15 n= 0.040 67.8 5,900 Total Sullcatchment Ad: Area Ad Runoff = 131.55 cfs @ 13.41 hrs, Volume= 34.566 af, Deptro 2.19' Runoff by SCS TR-20 method, UH=SCS, Time Sparz= 0.00-24.00 Ns, dt= 0.10 hrs Type II 24-hr 100 year Rainfa1N5.90' Area (ac) CN Description 15.000 61 >75% Grass Dover, Good, HSG 6 10.000 98 Paved parking 8 roofs 40.000 78 Row sops, sbaigM row, Good, HSG 8 50.000 58 Woods/gress comb., Good, HSG B 74.000 58 Meadow ran razed HSG B 189.000 65 Weighted Average Tc Length Sbpe Vebdly Capadly Desafption ~rdn~ (feet) (Wft) (fbsec) (cfs) 47.2 300 0.0300 0.1 Shah Flow, Woods: Light uMerbush n= 0.400 P2= 2.78" 70.7 3,000 0.0200 0.7 Shallow ConwMMed flow, Woodand Kr- 5.0 fps _ _ 117.9 3,300 Trial Type 1124-hr 100 year Rain/all=5.90" name here} Page 5 Reach 1R: Channel Storage range exceeded by 2.93' k inflow is 391 % of Manning's capacity 601.000 ac, Inflow Depth > 2.22' tar 100 year evert 525.51 cfs Q 12.84 hrs, Voume= 111.347 of 519.37 ds Q 13.01 hrs, Voume= 110.744 af, Atten= 1 %, Lag= 10.0 min or-Ind+Trans matted, Time Span= 0.00-24.00 hrs, dt= 0.10 hrs - 6.0 fps, Min. Travel Time= 5.0 min = 3.7 tps, Avg. Travel Tune= 8.2 min 4.93' Q 12.92 hrs ank fink 134.33 ds 1,120.00', Oulet Invert= 1,100.00' ' deep channel, n= 0.040 -value= 3.0'f Top Width= 20.00' .0' Sbpe= 0.0111 'f Reach 6R: Channel g: Storage range exceeded by 7.26' k inflow is 821 % of Manning's capacity Exceeded Pond 3P by 2.70' Q 13.50 hrs = 1.083,000 ac. Inflow Depth > 2.29" fa 100 year event = 883.91 ds Q 73.17 hrs, Volume= 206.348 ai = 873.86 ds Q 13.41 hrs, Voume= 204.985 af, Atten= 1%, Lag= td.3 min Stor-Ind*Tmns me9ad, Time Span= 0.00-24.00 hrs, dt= 0.70 hrs - 5.1 fps, Min. Travel Time= 6.9 min = 3.5 fps, Avg. Travel Time= 10.1 min =9.26'Q 13.29 hrs bank folk 107.70 cfs - 1,100.00', Outlet Invert- 1,085.00' deep channel, n= 0.040 Z-value= 3.0'P Top Width= 20.00' 1oo.a sbpe=0.0077'r Pond 3P: Box Culvert ng: Outlet Device #1 nse exceeded ubmerged 34%of Reach 1R bottom 231-011 Type 11 24-hr f 00 year Rainfa#=5.90' Prepared by (enter your company name here} Page 6 HydroCAD®7 10 s/n 001608 O 2005 HvdroCAD Software Sdutions LLC Sf232006 RouBng by Stor-Ind method, Tune Span= 0.00-24.00 hrs, dl= 0.10 tvs Peak Eler- 1,106.74' Q 13.17 hrs Surf.Area= 245,771 sf Storage= 929.742 d Plug-Fbw detention time= 15.3 min calculated fa 206.348 of (99% of inflow) Centerof-Mass det. time= 12.5 min (910.4 - 897.9 ) Volume Invert Avafl.Sbraoe Storage Descdp8on #1 1,100,00' 1,900,000 d Custom Stage Data (Prismatic) Listed bekwv (Recalc) Elevatbn Surf.Area Inc.Store Cum.Store (feet) (so-R) fwbic-feet) (whit-feet) 1,100.00 30,000 0 0 1,110.00 350,000 1,900,000 1,900,000 Device Routine Inven Outlet Devbes #i Prmary 1,100.00' Custom WeiAOrit7ce, C=262 Head (teat) 0.00 2.00 4.00 6.00 Width (feet) 16.00 16.00 16.00 16.00 Primary OulFlow Maz=882.49 cfs Q 13.17 hrs HW=1,106.73' (Free Discharge) i1=Custom Weir/Orifice (Ori6ce Controls 882.49 cfs Q 9.21ps) Pond 5P: Existing Impoundment (40) Hint Not Described (Outflo~r-Inflow) Inflow Area = 1,272.000 ac, Inflow Oepfh > 2.26" for 100 year event Infow = 1,005.41 cfs Q 13.41 hrs, Vdume= 239.551 of Primary = 1,005.41 cfs Q 13.41 hrs. Voume= 239,551 af, Atten= 0%, Lag= 0.0 min Routlng by Stor-trd rrrettrod, Time Span= 0.00-24,00 Ms, dt= 0,10 Ms 1,083.000 ac, inflow Depth > 2.30" for 100 year event 1,030,61 ds Q 12.84 hrs, Voume= 207.450 of 883.91 cfs Q 13.17 hrs, Volume= 206.348 af, Atten= 14%, Lag= 19.5 min 883.91 ds Q 13.17 hrs, Voume= 206.348 at ~.~~ ~.~ gY S ~.: s !~ .... ,~~ . ,, ~, ~ M1 .. ~.....: ~ o w ....Y ..:............ ~.....~ y4 ~~i ~ti ;0 ti k a s 0 g a . v Q Q R v ~ fi ~ a w ~ C = : n kB2~F ~ e=r "+' m . •-. - ~- :~ x P ~i arw ca ~ x s _ °€_ n ~t ~ i 3 ~R - ~ 3 i s +, ! € 2 k~ Y _ ~ • ~ O '~ _ ~ii : .s~~ F ~~ `-~ . 3 ~3~iifs=S ~i t~~_~ b3_~ijiF-~~~ .. . ~ : f _ ~ ill -- - t=: _ .,_ i ~ y,.F_~ ,~__ , .{ ~ , t ~ t ~ ~ ~ ., 1~ (~t~ ~ F y i ~ ! ~ ~ ~ y ~ ~ ~ s ( 1 i 1 ~ i j ~ Z I v ~ ~ t liE ~s ! ` .2 t! ii i.#~Ii~ 1~~~i7 irl;~ c:. i a; a . ~ ~ ' + t ~; -i ..o...Mrl ol •.~i.aY ~ ~I I I i +F 1 il ~°J ~,, - s:~.. , snr. -'r R P Y-e +~ s 3 i 8 4 T T 3 _ _ _X eR _ w_ Q, a a ~ ~ ~ •~~. Z (V ~' 0 x c ~~ ~~ ~~ p '~ 'rv O O W c* ~~ N ~; y ? ~ v ~ T~ ~ r sort a wESOr, } Q t i STEELS 0 231-011 STEELS FLOODPLAIN BLUE CREEK, TOWN OF GLENWOOD, ST. CROIX COUNTY MAY 25, 2006 7424344101251227285 1005 0.007 STARTING WSE IS NORMAL WATER OF DAM #2 X1 100 -148,1088.45 -81,1087.73 -16,1086.19 -10,1085.46 7,1085.46 11,1087.27 47,1086.37 115,1088.25 0.045 X2 1045 -80,1095.5 -58,1093.63 -16,1092.61 -10,1090.15 11,1090.07 17,1092.20 83,1094.47 100,1095.1 X3 2137 -89,1103.75 -18,1101.27 -11,1096.94 -4,1097.18 3,1097.33 10,1099.77 92,1102.43 141,1103.62 , X4 2498 -82,1106.42 -14,1104.17 -12,1103.13 0,1102.50 10,1102.14 14,1104.85 73,1105.01 130,1106.25 Page 1 STEELE Federal Highway Administration - u. S. Geological survey Model for water-surface Profile computations. Run Date & Time: 5/31/2006 11:59 am version V061698 Input File: STEELE.WSP Output File: STEELE.LST F *** Input Data In Free Format I 0 1 231-011 STEELE FLOODPLAIN 2 BLUE CREEK, TOWN OF GLENWOOD, ST. CROIX COUNTY 3 MAY 25, 2006 T 7424344101251227285 1005 *~* *** Processing Flow Data; Placing Information into sequence 1 *** ^ SK 0.007 Federal Highway Administration - U. 5. Geological Survey Model for water-surface Profile computations. Input Units: English / Output units: English ------------------------- 231-011 STEELE FLOODPLAIN BLUE CREEK, TOWN OF GLENWOOD, ST. CROIX COUNTY MAY 25, 2006 * starting To Process Header Record X1 * XS GR GR N x1 100 -148,1088.45 -81,1087.73 -16,1086.19 -10,1085.46 7,1085.46 11,1087.27 47,1086.37 115,1088.25 0.045 *** Completed Reading Data Associated with Header Record X1 *** *** Storing X-Section Data In Temporary File As Record Number 1 *** *** Data summary For Header Record X1 *** SRD Location: 100. Cross-section skew: .0 Error Code 0 valley Slope: 00000 Averaging Conveyance By Geometric Mean. Energy Loss Coefficients -> Expansion: .50 Contraction: .00 x,Y-coordinates (8 pairs) X Y X Y X Y ---------- ---------- ---------- ---------- ---------- ---------- -148.000 1088.450 -81.000 1087.730 -16.000 1086.190 -10.000 1085.460 7.000 1085.460 11.000 1087.270 47.000 1086.370 115.000 1088.250 ---------- ---------- ---------- ---------- ---------- ---------- Minimum and Maximum X,Y-coordinates Minimum x-Station: -148.000 (associated Y-Elevation: 1088.450 ) Maximum x-Station: 115.000 (associated Y-Elevation: 1088.250 ) Minimum Y-Elevation: 1085.460 (associated x-Station: 7.000 ) Maximum Y-Elevation: 1088.450 (associated x-Station: -148.000 ) Roughness Data ( 1 subareas ) Roughness Horizontal subarea Coefficient Breakpoint ------- ----------- ------------ Page 1 STEELE 1 .045 --- ------- ----------- ------------ Finished Processing Header Record xl Federal Highway Administration - u. s. Geological survey Model for water-surface Profile computations. Input units: English / Output Units: English 231-011 STEELE FLOODPLAIN BLUE CREEK, TOWN OF GLENWOOD, ST. CROIX COUNTY MAY 25, 2006 ~ Starting To Process Header Record X2 X2 1045 -80,1095.5 -58,1093.63 -16,1092.61 -10,1090.15 11,1090.07 17,1092.20 83,1094.47 100,1096.1 ~** Completed Reading Data Associated with Header Record x2 ~** *** No Roughness Data Input, Propagating From Previous Section ~~~ *~~ Storing X-section Data In Temporary File As Record Number 2 *** **~ Data Summary For Header Record x2 *** SRD Location: 1045. Cross-Section skew: .0 Error Code 0 valley Slope: 00000 Averaging Conveyance By Geometric Mean. Energy Loss Coefficients -> Expansion: .50 Contraction: .00 x,Y-coordinates (8 pairs) X Y X Y X Y --------- ---------- ---------- ---------- ---------- ---------- -80.000 1095.500 -58.000 1093.630 -16.000 1092.610 -10.000 1090.150 11.000 1090.070 17.000 1092.200 83.000 1094.470 100.000 1096.100 --------- ---------- ---------- ---------- ---------- ---------- Minimum and Maximum X,Y-coordinates Minimum x-station: -80.000 (associated Y-Elevation: 1095.500 ) Maximum x-station: 100.000 (associated Y-Elevation: 1096.100 ) Minimum Y-Elevation: 1090.070 (associated x-station: 11.000 ) .Maximum Y-Elevation: 1096.100 (associated x-Station: 100.000 ) Roughness Data ( 1 SubAreas ) Roughness Horizontal SubArea coefficient Breakpoint ------- ----------- ------------ 1 ..045 --- ------- ----------- ------------ Finished Processing Header Record x2 Federal Highway Administration - u. s. Geological survey Model for water-surface Profile Computations. Input Units:. English / Output units: English 231-011 STEELE FLOODPLAIN BLUE CREEK, TOWN OF GLENWOOD, ST. CROIX COUNTY Page 2 STEELE MAY 25, 2006 * Starting To Process Header Record x3 x3 2137 -89,1103.75 -18,1101.27 -11,1096.94 -4,1097.18 3,1097.33 10,1099.77 92,1102.43 141,1103.62 ~~~ completed Reading Data Associated with Header Record x3 *** ~~~ No Roughness Data Input, Propagating From Previous Section **~ *~~ Storing X-Section Data In Temporary File As Record Number 3 *~* *** Data summary For Header Record X3 *** 5RD Location: 2137. Cross-section skew: .0 Error Code 0 Valley Slope: 00000 Averaging Conveyance By Geometric Mean. Energy Loss Coefficients -> Expansion: .50 contraction: .00 x,Y-coordinates (8 pairs) X Y X Y X Y --------- ---------- ---------- ---------- ---------- ---------- -89.000 1103.750 -18.000 1101.270 -11.000 1096.940 -4.000 1097.180 3.000 1097.330 10.000 1099.770 92.000 1102.430 141.000 1103.620 --------- ---------- ---------- ---------- ---------- ---------- Minimum and Maximum X,Y-coordinates Minimum x-station: -89.000 (associated Y-Elevation: 1103.750 ) Maximum x-Station: 141.000 (associated Y-Elevation: 1103.620 ) Minimum Y-Elevation: 1096.940 (associated x-Station: -11.000 ) Maximum Y-Elevation: 1103.750 (associated x-Station: -89.000 ) Roughness Data ( 1 SubAreas ) Roughness Horizontal subArea Coefficient Breakpoint ------- ----------- ------------ 1 .045 --- ------- ----------- ------------ * Finished Processing Header Record x3 ~ Federal Highway Administration - U. S. Geological Survey Model for water-Surface Profile Computations. Input Units: English / Output Units: English 231-011 STEELE FLOODPLAIN BLUE CREEK, TOWN OF GLENWOOD, ST. CROIX COUNTY MAY 25, 2006 ~ starting To Process Header Record X4 ~ x4 2498 -82,1106..42 -14,1104.17 -12,1103.13 0,1102.50 10,1102.14 14,1104.85 73,1105.01 130,1106.25 ~~ Completed Reading Data Associated with Header Record x4 ~*~ ** No Roughness Data Input, Propagating From Previous Section °°° °** storing X-section Data In Temporary File As Record Number 4 *** page 3 STEELE *** Data Summary For Header Record X4 *~'* SRD Location: 2498. cross-section skew: .0 Error Code 0 Valley Slope: 00000 Averaging Conveyance By Geometric Mean. Energy Loss Coefficients -> Expansion: .50 Contraction: .00 x,Y-coordinates (8 pairs) X Y X Y X Y ---------- ---------- ---------- ---------- ---------- ---------- -82.000 1106.420 -14.000 1104.170 -12.000 1103.130 .000 1102.500 10.000 1102.140 14.000 1104.850 73.000 1105.010 130.000 1106.250 ---------- ---------- ---------- ---------- ---------- ---------- Minimum and Maximum X,Y-coordinates Minimum x-Station: -82.000 (associated Y-Elevation: 1106.420 ) Maximum x-station: 130.000 (associated Y-Elevation: 1106.250 ) Minimum Y-Elevation: 1102.140 (associated X-Station: 10.000 ) Maximum Y-Elevation: 1106.420 (associated x-station: -82.000 ) Roughness Data ( 1 SubAreas ) Roughness Horizontal sub,4rea coefficient Breakpoint ------- ----------- ------------ 1 .045 --- ------- ----------- ------------ * Finished Processing Header Record x4 * *******~*~*************** W S P R O *~~******************~***~* Federal Highway Administration - u. S. Geological survey Model for Water-Surface Profile Computations. Input Units: English / output Units: English 231-011 STEELE FLOODPLAIN BLUE CREEK, TOWN OF GLENWOOD, ST. CROIX COUNTY MAY 25, 2006 --------------------------------------------------- * summary of Boundary condition Information * --------------------------------------------------- Reach water surface Friction # Discharge Elevation Slope Flow Regime -- --------- ------------- -------- -------------------- 1 1005.00 ******** .0070 sub-Critical -- --------- ------------- -------- -------------------- --------------------------------------------------- * Beginning 1 Profile Calculation(s) * --------------------------------------------------- ***********~******~****** W S P R O .. ..**~********:~*****~******* Federal Highway Administration - U. 5. Geological Survey Model for Water-surface Profile Computations. Input units: English / Output Units: English 231-011 STEELE FLOODPLAIN BLUE CREEK, TOWN OF GLENWOOD, ST. CROIX COUNTY MAY 25, 2006 Page 4 STEELE « Beginning Computations fo.r Profile 1 » WSEL VHD Q AREA SRDL LEW EGEL HF V K FLEN REW CRWS HO FR # SF ALPHA ERR ---- - ction: xl --------- 1088.392 ------ - .156 --------- 1005.000 ---------- 317.082 --------- ********* -- -- -142.628 ader Type: x5 1088.549 ****** 3.170 12009.98 ********* 115.000 D: 100.000 1087.769 ****** .504 ****** 1.000 ****** ction: x2 1094.491 .217 1005.000 .269.079 945.000 -68.132 ader Type: x5 1094.708 6.120 3.735 12986.27 945.000 83.222 D: 1045.000 1093.635 .030 .494 .0065 1.000 .009 ction: x3 1102.273 .295 1005.000 230.785 1092.000 -46.708 ader Type: x5 1102.568 7.817 4.355 10865.56 1092.000 87.150 D: 2137.000 1101.403 .039 .585 .0072 1.000 .004 ction: x4 1106.053 .282 1005.000 236.129 361.000 -70.918 ader Type: xs 1106.335 3.763 4.256 8918.79 361.000 120.960 D: 2498.000 1105.704 .000 .676 .0104 1.000 .005 « Completed Computations of Profile 1 » ~*******~*******~******** W S P R O **************~***~*****~** Federal Highway Administration - U. S. Geological Survey Model for water-surface Profile Computations. Input Units: English / output units: English 231-011 STEELE FLOODPLAIN BLUE CREEK, TOWN OF GLENWOOD, ST. CROIX COUNTY MAY 25, 2006 __= user Defined Table 1 of 1 =__ Q XSTW LEW REW YMAX YMIN WSEL -- --------- 1005.000 --------- 257.628 --------- -142.628 --------- 115.000 --------- 1088.450 --------- 1085.460 ------ - 1088.392 1005.000 151.353 -68.132 83.222 1096.100 1090.070 1094.491 1005.000 133.858 -46.708 87.150 1103.750 1096.940 1102.273 1005.000 191.878 -70.918 120.960 1106.420 1102.140 1106.053 K AREA FR # CRWS WSEL --------- 12010. --------- 317.1 --------- .504 --------- 1087.769 --------- 1088.392 12986. 269.1 .494 1093.635 1094.491 10866. 230.8 .585 1101.403 1102.273 8919. 236.1 .676 1105.704 1106.053 ***************** Normal end of WSPRO execution. ***************** ************** Elapsed Time: 0 Minutes 1 Seconds ***~°***~****** Page 5 i soo°. S00°5'34"W 35 .59' 0 Ix x 'III ri r .: ~- v o A IX 1:--r'77 N X .~. W N f'1 o~ O ? O II W c-. W