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Home My WebLink About004-1013-30-300 . ~ Z Wisconsin Department of commerce SOIL EVALUATION REPORT Pam 1 of Divisfor► of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code III CourXY St. Croix Attach complete site plan on paper not loss than 81/2 x 11 inches in size. Plan must ~O 3d include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D.,9(T~ oestmSd:. percent slope, scale or dimensions, north arrow, and location and dista R E C E I V Date Please print all imbnnaftn. Q you be used for secondary purposes (Privacy , s. 15.04 (1) (m)). Personal iMormalion Y provide may n,~ C ~ FH NAPj%-r-N -MRM -SGN P " ~4 SW /4 S N R I S E (or) W RT AND ELIZABETH CMUSTENSEN Govt. Lot 1Sabd• or CSM Ma'dingAddress N OFFI E (PAY O 7 3 877 Ben- Drive Nearest Road State ZW oPhone Nu270th Street WI 54016 ( 715) 386 - 6340 NK Code derived design flow rate GPD kGenerWoommelft ConstruC60n UseE] Residential / Number of bedrooms - acement ❑ Public or commercial - Describe: f4 material till Flood Plaint elevation if applicable Mound System - 1.0 & sand fill - 0.5 Loading Rate ~ ll ^ and recommendations: Location of house not known - system contour and elevation to be designedgneinstaller ❑ Boring 30 in. F21 Boring © Pit Ground surface elev. 103.15 ft. Depth to limiting factor Sol Rate Roots GPDAt? Horizon DVh Dominant Co Redox Description Texture Structure Consistence Boundary 'E111«1 'Ef1112 DV h C0^t- color Gr. Sz. Sh. fr cb 3vf-co 0.5 0.8 1 0-4 10YR2/2 - 1 2f-msbk mv ~ 2vf-m 0.5 0.8 2 4-12 10YR2/2 1 2fsbk mfr 2vf-f 0.5 0.8 cs 3 12-24 10YR3/4 - sil 2f-msbk mfr mfi as lvf-m 0.2 0.3 4 24-30 10YR3/4 - scl lmsbk 5 30-36 l0YR3/4 fed IOYR4/6 scl Imsbk mfi aw Ivf-f 0.2 0.3 Ivf-f 0.5 0.9 2fabk mfr aw 6 36-46 IOM/4 t2d 10YR4/6 Is Horizons 4& 5 have some gravel <10%) a ❑ Pit Boring factor lo Rate Boring # Ground surface elev. _ft. Depth to lirniling Sol ❑ R~ GF'DAIion : Horizon Depth Dominant Redox Description Texture Structure consistence Boundary *Et1i1 'Eff2 Qu. Sz. Cont. Color Gr. Sz. Sh. in. MtmseB Effluert S2 = BOD 3o mgA- and TSS 30 mg& mg/L Effluent fki = BOD > 30 220 ngA_ and TSS >30 150 CST Number CST Name (per Pte) ber 224832 Mnrv Jo Hollister Evakration Corldueted Telephone Number Address 02 -19 - 04 (715) 426 -1775 W9875 690th Avenue, River Falls, WI 54022„.- Marti Jo Hollister - ~(,~ND: / = yD Exc.~P'~" wtt~ Noma p OM V- TERK E li Sp ~RacWU 'T eu-z# -7-- 1119 A W--kA- C6 7 1+ U ERS • R 2 E - .1„~ As ,CA D l00. Q Of b tour T Qf~OL WMA w/ 003a tZr w o, zE of tisccw ' ► wOworm 83 5EWa lamwc.S *Pop, -PRg+!«S D!1-MtJ 0'-1-1Z-9S j.Oomo ?tR-~P~cl~~i LANE P}oro Sed S Y~ F ao.~o (0')(6/)' bed , ontOvY CL (DI.7S 00.65 T ~ S d t- { O ° w 1-oT w r 0 \ fI ~ PrOPase~ F;L laz/ a /`I CO►'ttOV~" sEe to z '0 y 6) ►3 e d Fo h a i• x 0 ~ y T eW 5.7 !l. 94 C,♦ Z O~J.I`J ~ NOT V-WA I Y LI IJS T evvi. 3-f2-uy RECE"VED FEB 2 3 ?~~~OIL EVALUATION REPORT Pam t Z Wisoorlsin Department of Division of Safety and Buildings 85 Wis. Adm Code ST. 0 NG OFFICE County St Croix Oda in size Plan must include, complete site plan on 'clrxle, but not I'snited to: verird and tlor¢ordal reference point (BM), direction and Parcel 1.0. MI-It' (P ding) 00 percent slope, scale or dimensions, north arrow, and location and distance to newest road. ad v- / 3 Date Please print all inhwnm don...._ Persons[ kdonnabon you provide may be used for secondary puny ( L.aw, s. 15.04 (1) (m)). Properly t3vrrrer : 4~~,r~Er -f~RxlE 1-sEN aS Property Locaw ' q j C-❑ 0 uyr;S; KURT AND ELIZABETH CHRISTENSEN CSI GovL Lot - NW 114 SW 114 S 6 T 28 N R 15 E (or) W Prop"49va+eft MadkV Address Lot # 8todc # Stbd. Name a CSM¢ l goys 877 Benoy Drive 2 - l0 21(3 ending) CRY State Zip Code Phone Number vrwage own Nearest Road Hudson, WI 54016 t 715) 386 - 6340 270th Street NK Code dwimd design flow rate NK GPD rc, New Corrsducion Use Residenbid / Nrmrber of bedrooms Replacement Pubic or oonvnerdal - Describe. D till I 1 Vh e Flood Plain elevation if applicable rent mewl 7 ner al h Q si Mound tem 1.0 ft. sand fill - 0.5 Loading Rate ystall~r and ne~0 I,Uon of case not system contour and elevation designed by signer orb 10Ca~~^z F21 BorW19 # ❑ Pit Ground srxface elev. 103.15 ft. Depth to indting factor 30 in. • Sail ~cab5m Rate Horizon Depth Dominant Color Redox Description Texture Structure C.or ce Boundary Rods GPDAf in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. `0101 `E7<#2 1 0-4 10YR2/2 - 1 2f-msbk mvfr cb 3vf-co 0.5 0.8 2 4 1 2fsbk mfr as 2vf-m 0.5 0.8 12 10YR22 3 12-24 10YR3/4 - sil 2f-msbk mfr cs 2vf-f 0.5 mfi as 1 vf-m 0.2 0.3 4 24-30 10YR3/4 - 'scl lmsbk tzd 10YR" scl lmsbk mfi aw lvf-f 0.2 0.3 5 30-36 10YR3/4 tzd l0YR4* s 2fabk mfr aw lvf-f 0.5 0.9 6 36116 10YR3/4 5 have some gavel <10%) Horizons 4& Bofft # ❑ PH Ground surface elev. fL Depth to milting factor in. Rate Horizon Depth Do *wt Color Redox Description Texture Structure Consistence Boundary Rods GPDff Gr. Sz. Sh. 'EW1 '002 in. Murlsei Qu. Sz. Cont. Color Effluent #1 = BOD> 30< 220 mglL and TSS >30:5 _ 150 mg& ' Effluent #2 = Bop ,:S 30 mg1L and TSS 30 mg1L _ (:ST Nuf224:8832 CST Name (Please Prim L d~ S _ M Jo Hollister Evaiuaion Conducted TehOne Number Adder W9875 690th Avenue, River Falls, WI 54022 02-19-04 (715) 426 - 1775 ..T.. .11. TMO.,., t ~~V I P~AN PK,~_ _ 0~ Z ,p• I = yd EWVpT wM.PF- NftEa WouzRB~t t~ t3 J . OF ~S : ~ Z N 'E Z T~ p •Sp' t NAtp SW 4 5r C• /03.08 tSW OF tOU► ~5,00"W/ 6K.t OF Wl St mocow F~~ ~R°M ~RTaVtou~ -Test WT~p oy-~z-95 ~j2~UflTE R~~ Aloccctt ?rzuP~`I L~n~E Few ',tvn~ V u E!.`~• ~ a- z LOT LANE Z y~ ~ p sec. to 2 x oo h Sari. IN P~AN FACE- -Iff -Z alair ' T 1Ct~zJtem i+ ~T"6 to ~ s~ 50'1- vO" W/ 6/om , -r o NO COW 83 5 -Wa M ` SQ z lemvras *?,DM 794EN Jas ~j2NATE Rvf1-o , I'TEsr Df~TtD t -lZ 15 ►~1o4~I N ?app E1Ct V L•N f3l vin i Is d►-S-{~Qv,c,~s ~~~C2d ~ loG~``ons ~r Few ,moo h,S It h. BZIS , ~1^ (33 ~r n n Show 6d na ~ t ~D p8~ Lu a a EEL"- lD tiv 3 s r a % 1I0 (0`I I ~Z - SEA- b Z ` s Op • ~ X ~ • ~,7 GY~--`0/3 _,G7 o w ~fr 9~vO !~0,6' ciV Y_ 1~/S -go _lpro 9G ~i 101. ?-30- 300 7'6 G1Aal,6~8 VO4 18__ PAGE4732 KATI LW H. ROISTER OF DEEDS ST. CROIX CO. MI C F.F971 FI E10 M V MMY MAP RECEIVED M ekiccom LOCATED IN PART OF THE. NW7/4 OF THE SW1/4 OF CERTIFIED SURVEY MAP SECTION 6, T23N, R1 GW, TOWN OF LADY, ST. REC FEES 13. r CRODC COUNTY, WISCONSIN, BEING LOT 1 OF COPY FEE: 3.00 CERTIFIED SURVEY MAP IN VOL. 10, PG. 2613. PAGES2 2 ACCESS RESTRICTION NOTE: All lots are hereby restricted so that no owner, possessor, user, licensee, or other person may have any right of direct vehicular Ingress from or agrees to any highway lying within the right-of-way of THIS INSTRUMENT DRAFTED BY EDWIN FLANUM Interstate "941, it is expressly intended that this restriction constitute a restriction for the benefit of the JOB NO. 04402 DATE 2-18-04 public as provided in e.236.293, Wisconsin Statutes and shall be enforceable by the department. E1/4 CORNER W,/4 CORNER SECTION 6 SECTION 6 N69"3&42'E 5211.57'^ NORTH LINE OF THE SW114 n (N89"04163'E} S69-J V42"w Sat 86" - - EXISTING 41m.3tr 333.41Y 33.00' FIELD DRIVE 519.36' Imo, 331 " _ . B1$•$`:.... . ~~yy $ 2.21 ACRRE INC R/W u"~I~ 10(y 96,053 0.1=r. APPROVED 2.07 ACRES EXC RNV ST. CROIX COUNTY 89,977 SO. FT. Pisrt" zar ttp end Peeks Committee .Ga ~93 APR 2 7 2004 I ~ j 6' JOINT DRIVEWAY LOT 2 If not recorded within 30 days of 1 IM EASEMENT 2.16 ACRES INC R/W approval dateapp~ 94.279 SO. FT. shall be void o I fi ; 2.03 ACRES" C r null and nI IXISTIN~ t% 33.00, S89°24'171E 519.29' t~ I I DAEVE 486.29' ((o~~ I 416 l W Dt111rEWAY EA SHIMIrMT TO LOT 4 on I 488.29' 9 cm I S89°2a'17'E 519.29 LOT 4 oO r OOi i ~ $ r 7.62 ACRES ~ I 1 331,848 SO. Fr. I LOT 3 0 l 7.00 ACRES INC EASMENT & R/W Z I 01 304,991 SO. Fr. ~ I I 6.21 ACRES E Cc EASEMEN 270 ,7 , 7 SO. FT. T & WW I 9 1 a'S ~ I 1 t 1 BORINGS a =P.) I NORTHERLYUNE 'F 1-94 1.04, . ' • NO ACCESS . . N 884•42211111 "E 866.19' 3a.15' VARIABLE VfD7I (N85"16-'1944 w65.7a') LEGEND 1 5/16" O.D. IRON PIPE FOUND SURVEYOR DEVELOPER N MASONRY NAIL FOUND EDWIN C. FLANUM KURT & ELIZABETH CHRtSTENSFJJ I NORTHLAND SURVEYING, INC. 877 BENDY DRIVE ST. CROIX 856 A HWY 165" / P.O. BOX 14 HUDSON, WI 54016 X CORNER ER COUNTY SECTION CO POSITIONED FROM WITNESS ROBERTS, WI 54023 OWNER MONUMENTS OF RECORD Z PHONE 715-749-1718 HANLEY TERKELSEN FAX 715-749-1719 2721 80TH AVENUE C7 O 1"X 18" IRON PIPE SET WEIGHING WILSON, WI 54027 1.13 LBS. PER LINEAR FOOT O SW CORNER SCALE IN FEET 1" 0 160' SECTION 6 ROADWAY SETBACK LINE (WIDTH AS SHOWN) SHEET 1 OF 2 SHEETS 0 150 ( PREVIOUSLY RECORDED DATA Vol 18 Page 4732 Wisconsin Degar&*nt of Industry, SOIL AND SITE E V A L U AT I E P O R T Page I of 3 Lahor and HurrUan Relations Divisisn.%.f Safety & Buildings in accord with ILHR 83. o COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in i,.plan must i ut not limited to vertical and horizontal reference point (BM), direction Ji;of slop;,sca ARCEL ~LI I.D. # dimensioned, north arrow, and location and distance to nearest roa . • . EVIEWED BY DATE APPLICANT INFORMATION-PLEASE PRINT ALL INFO RMATIpN, PO R T LO~ O PROPERTY OWNER: e ~fI 4-la T cI- N 1/4,S 6 T _^~c N,R 15' E(oro PROPERTY OWNER':S *AILING ADDRESS D. NAME OR CSM # -D -?.a I of CITY, STATE ZIP CODE PHONE NUMBER []CITY VILLAGE ['OWN NEAREST ROAD r (r Cff 1J a 70-rk .4v [-Kew Construction Use [ Residential / Number of bedrooms 3 7 [ ] Addition to existing building ( ] Replacement [ ] Public or commercial describe Code derived daily flow 41,50 gpd Recommended design loading rate bed, gpd/ft2___~,_trench, gpd/ft2 Absorption area required Yjfg2_ bed, ft2 756 trench, ft2 Maximum design loading rate . S bed, gpd/0___~-_trench, gpd/ft2 Recommended infiltration surface elevation(s) /Oy S SpAixft ek L3e0,ft (as referred to site plan benchmark) Additional design / site considerations I' tioco..' x 4 Parent material /D.-ess- ~1oe94.- 1V-V~4McIQod plain elevation, if applicable A - ft S=S uitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U =Unsuitable for s stem ❑ S 04T l ❑ U [I S Cu' ❑ S ❑ S au-- ❑ S Q4 SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundaly Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench J 3- ; f S E'h C E N F IL- r 0 2 s ` 1 bL w s b 0 5 Ground /b 2 'k vv iv elev. C y 4 r eft. /o YA % VF s - t s , Depth to limiting factor l s~ tI,G •LJ L L Remarks: ~U Boring # 3 S f S v"< r~-.~ f0 f2 c SL yh ~x~ i'''~ f b Ground elev. a Io I - Gft. 7, C 4 C_ V- 10 yK Depth to limiting factor ILI Remarks: T Name:-Please Print / Phone: eso 1-- (7 t5~ Address: w /mss' VQII~ 0j.. SY76 r~ Date: CST Number: Signature: y- ` 9 5 0 9 PROPERTYOWNER_Hc~v~1 ~-,r~-,ISev~SO1L DESCRIPTION REPORT ,Pape- __of_ PARCELI.D.#- Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft ' in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench Ground -`F! 16 Y2 K ? 5~ C S h'15~ ! of S elev. 10~,?ft. ~c,(~ltc., Sl Depth to ~y limiting factor C~ s Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # 4X Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(R.05/92) a 7G~ 7h riUe. e f oQ~ 11 A ICA s~ I W 0 ~ W W 0 1 13 _ - / v h M A ~ O ~ Z IW ~ P /b r ~-0 S . G I ~ rN L o ~ s'