Loading...
HomeMy WebLinkAbout008-1011-15-075 I l I t e S~ 61 d f Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference poi I p percent slope, scale or dimensions, north arrow, and location d distEt~V~ Please print al! information. vi ed by oat Personal information you provide may be used for secondary purposes Privac 1 000 Yip h l~ Property Owner Property Location Kurt and Elizabeth Christensen ST. TdWC&UNNE 1/ SW 1/4 S 4 T 28 N R 16 E©(or) W Property Owner's Mailing Address bd. N 7me or CSM# 855 Benoy Dr 7ity T7 Christensen City State Zip Code Phone Number tEo]vtllage ■ own Nearest Road Hudson Wl 54016 ( 715-386-6340 233rd Street El New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD 0 Replacement Public or commercial - Describe: Parent material Flood Plain elevation if applicable AAA ft. General comments and recommendations: Site suitable for a mound system a Boring # 0 Boring Pit Ground surface elev. _ 99.50 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eft#2 1 0-8 10yr4/3 sil 2msbk mfr cw 2f .5 .8 2 8-21 1 Oyr4/6 scl 2fsbk mfr cw if .4 .6 3 21-34 7.5yr5/6 f1d5yr5/8 scl Om mfr - - 0.0 0.0 F 2 Boring # Boring 102.35 21 El Pit Ground surface elev. ft. Depth to limiting factor _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eft#2 1 0-8 10yr4/3 sil 2msbk mfr cw 2f .5 .8 2 8-16 1 4/4 sil 2msbk mfr cw if .5 .8 3 16-21 7.5yr5/6 scl 2msbk mfr cw - .4 .6 4 21-36 7.5yr5/6 f1d5yr5/8 sol Om mfi - - 0.0 0.0 * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent - < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, Wl 5/2/03 715-246-2454 1 Property Owner christenseneg2 Parcel ID # Page 2 of 3 3 Boring # Boring El Pit Ground surface elev. _ 101.45 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •E1f#2 1 0-8 1Oyr4/3 - A 2msbk mfr cw 2f .5 .8 2 8-16 10 4/4 - sil 2msbk mfr cw if .5 .8 3 16-20 7.5yr5/6 - sel 2msbk mfr cw - .4 .6 4 20-34 7.5yr5/6 fld5yr5/8 scl 0m mfi - - 0.0 0.0 ❑ Boring # Boring Pit Ground surface elev. _ ft. Depth to limiting factor in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 'Eff#2 Boring # Boring F-1 spit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 Effluent #1 = BOD,s > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mgA. 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-8330Tem (R.07100) Y t ~j e O F3 (l Qr,1LO-I ~t-4- L io~v~co,.~,~~~ r a3 d~ 9~•s~ ~Z f~2~3S I ~3 lol,~}s I I C. 2 LJ Yq ~Qc- 12-SN RI(.U L.~ Z E Z Z `1 °o-) ` Parcel 008-1011-155-0755 11/11/2004 04:51 PM PAGE 1 OF 1 Alt. Parcel 4.28.16.57A-30 008 - TOWN OF EAU GALLE Current ❑ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): * = Current Owner * CHRISTENSEN, KURT & ELIZABETH KURT & ELIZABETH CHRISTENSEN 877 BENOY DR HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 553 233RD ST SC 0231 BALDWIN-WOODVILLE AREA SP 1700 W ITC Legal Description: Acres: 2.030 Plat: 1775-CSM 17-4594 008-03 SEC 4 T28N R16W PT NE SW CSM 17-4594 LOT # Block/Condo Bldg: LOT 02 2 (2.08 AC) ~ Tract(s): (Sec-Twn-Rng 401/4 1601/4) 04-28N-16W NE SW Notes: Parcel History: Date Doc # Vol/Page Type 08/27/2003 737587 17/4594 CSM 08/12/2003 735214 2360/286 EZ-1 2004 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/15/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 2.030 200 0 200 NO Totals for 2004: General Property 2.030 200 0 200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 57/4 -/D ere 161~ -A evp 737587 Le VOL 17A13E 4594 REGISTER OF !!qSI V ST. CROIX C0.. Y Z' 88/27i2M 08 OUri CER'rIFI URVEY MAP KEG s COPY FEE: 2.00 PAGES: 1 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN OF EAU GALLS, ST. CROIX COUNTY, WIISCONSII& CURVE DATA TABLE I CURVE RADIUS (FT) ARC LENGTH (FT) DELTA ANGLE CHORD LENGTH (FT) CHORD DIRECTION TANGENT IN TANGENT OUT CI 110.95 531 02'44'35' 5.31 S00'20'18.5'E FWivrmmwu I"wW I I llwwtw ST. C OIX COUNTY Plar4n0 701 >.s%d Pq*v. rly-114e WEST QUARTER AUG 2 12003 CORNER SECTION 4 UNPLATTED LANDS FOUND PK NAIL EAST-WEST QUARTER UNE If not reCONAM Twf MAW& of 26 41` _ S 86'57'24 E X81COW 1 1314.09' JOINT - Z74.g3 5296.71' RON PI E 66 RO EASEMENT 3578.98' - S00'24'14'w OOC. 735214, VOL. 2360 PG. 286) 66.07 wl 33' 1 334.8 ,1 ® , 329.60' f 3 I 1p, V a N -9 _C - ; 1 - LOT 2 Q ^ i ---a----------- v51IN50.06' 1 INCLUDING ROW 3 H I I 1 99393 S.F. 88297 S.F. W ( 17.00' I 2.28 Ac. 0 2.03 Ac. 4 I EXCLUDING ROW rI O - I 88095 S.F. ~q p I GON 2.02 AC. Roams LYNN 264.59' S E 224.68' ~ g 4 489.27 UNPLATTED LANDS 6-2188 b~' I- - - - - - LEGEND: WOODWLLE ,macw• I~ cnI i • FOUND 2' IRON PIPE ~l • FOUND//1' IRON PIPE NO Aswuav I 1 0 SE- BY 18- PINT a. 1.50 LBS.1/FT. ~M 55-94-3748-2003 0 SOIL TEST NOTE: BEARINGS ARE REFERENCED TO DOT APPROVAL ~ COUNTY SECTION MONUMENT THE EAST-WEST QUARTER LINE (FOUND AS NOTED) OF SECTION 4, MEASURED AS S SCALE: 1' - 150' 100' BUILDING SETBACK 86'57'24' E. (ST. CROIX COUNTY COORDINATE SYSTEM). 0 37.5 75 130 Jam„ OI N T JOINT DRIVEWAY LOCATION 1, ROGER L. HUMPHREY. REGISTERED WISCONSIN LAND SURVEYOR S-2188, DO HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS A TRUE AND CORRECT REPRESENTATION OF A PARCEL LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 4, TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 4, THENCE S86'57'24"E, 1314,09 FEET ALONG THE EAST-WEST QUARTER LINE OF SAID SECTION 4; THENCE S00'24'14'W 68.07 FEET TO THE POINT OF BEGINNING; THENCE 500124'14'W, 221.31 FEET; THENCE S88'S8'01'E 67.06 FEET; THENCE SOt'01'59'W 99.94 FEET; THENCE S8617'24'E 489.27 FEET; THENCE N19'30'4YE 332.23 FEET; THENCE N86'57'24"W 654.17 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 4.31 ACRES OR 187690 SO. FT. INCLUDING LANDS LYING WITHIN TOWN ROAD RIGHT-OF-WAY. PARCEL IS SUBJECT TO ALL SHOWN EASEMENTS, RESTRICTIONS, RESERVATIONS, AND CONVEYANCES OF RECORD. I HEREBY CERTIFY THAT 1 HAVE FULLY COMPLIED WITH THE PROVISIONS OF SECTION 236.34 OF THE WISCONSIN REVISED STATUTES AND THE SUBDIVISION ORDINANCE OF ST. CROIX COUNTY AND THE TOWN OF EAU GALLS IN SURVEYING AND MAPPING SAME. EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS. RULES, AND REGULATIONS (Le. WETLANDS, MINIMUM LOT SIZE, ACCESS 0 PARCEL ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST. CROIX COUNTY ZONING OGFICE AND THE OF EAU GALLE. THIS SURVEY WAS MAD A THE REOUEST OF THE OWNER KURT CHRISTENSEN, 877 BENOY DR., HUDSON, W1 54016 - (715) 386-6340 THIS INSTRUMENT DRAFTED BY BRIAN PERSON ROGER 1. REY, LS 2188 DA18: /21/40 Vol. 17 Page 4599 1 Wisconsin bepartment of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Lehr andRuman Relations Divytion of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BPOI,direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and dis ce,tP eArest road. 0008-101410-0-00 APPLIC NT INFO MATT -PLE I hJ)It ALL INFORMATION RELVZIEWED B ATE ~4. ~ L8 Zoo PROPERTY OWNER: PROPERTY Richard & Robert Torge orr' ✓/~1PirlS:;e - . GOVT. LO NE U4,. 1/4,S 4 T 28 N,R 16 9.(or) W PROPERTY OWNER':S MAILING ADDRES LOT # BLO NAME OR CSM # 508 Ct . Rd. "BB" 2 na csm CITY, STATE ZIP ODE PHONE. ER ' ❑CITY ❑VILLAGE [2FOWN NEAREST ROAD Woodville, WI. 54028 kr;68927Eau Galle 1233rd. St. J New Construction Use [x ] Residential;( Number ref t~dtgorr s 4 [ ] Addition to existing building Replacement [ ] Public or commercW-descrfbe Code derived daily flow 600 gpd Recommended design loading rate • 5 bed, gpd/ft2 - 6 trench, gpd/ft2 Absorption area required 500 bed, ft2 500 trench, ft2 Maximum design loading rate • 5 bed, gpd/ft2 •6 trench, gpd/ft2 Recommended infiltration surface elevation(s) 96.70 ft (as referred to site plan benchmark) Additional design / site considerations system el. based on contour line of el. 95.70' Parent material glacial drift Flood plain elevation, if applicable na It S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S ®U XM6 ❑ U ❑ S [BU ❑ S E3U ❑ S Dtu ❑ S f~U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0-12 10yr4/3 none sil 2msbk dsh cs if .5 I .6 1 2 12-16 10yr4/4 none sil 2msbk dsh gw if .5 .6 Ground 3 16-28 7.5yr4/4 none scl 2msbk dsh gw na .4 .5 ele. 96Vlft. 4 8-50 5yr4/4 c2d 7.5yr5/6 scl M na na na np .2 Depth to limiting factor 28" Remarks: Boring # 1 -14 10yr4/3 none sil 2msbk dsh cs if .5 .6 2 2 4-29 10yr4/4 none sl 2msbk dsh gw if .5 .6 U 3 9-50 5yr4/4 c2d 7.5ry5/6 scl M na na na np .2 Ground elev. 96.1 ft. Depth to limiting factor 29" Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200the Ave. New R' hmond WI 54017 Signature: Date: 12-7-99 CST Number: m02298 PROPERTYOWNER R.&R. Torgerson PARCELLD.# 008-1011-10-000 SOIL DESCRIPTION REPORT Page 2_+ of 3_ 11 R Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 -11 10 r3/3 none sil 2msbk dsh cs if .5 .6 U I 2 1-18 10yr4/4 none sit 2msbk dsh gw 1f .5 .6 i Ground 3 8-24 7.5yr4/5 none scl 2msbk dsh gw if .4 .5 eev. 94.4 ft. 4 4-44 5yr4/4 c2d 7.5yr5/6 scl M na na na np .2 Depth to limiting factor 24" Remarks: Boring # Ground elev. ft. - Depth to - limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) i STEEL'S SOIL SERVICE Gary L. Steel Richard & Robert Torgerson 1554 200th Ave. CSTM2298 NE4SW4 S4-t28N-R16W New Richmond, WI 54017 MPRSW-3254 town of Eau Galle (715) 246-6200 lot #2-csm This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1"=40' BM.= top of 1" pvc pipe C el. 100.00, Alt. BM.= top of 1" pvc pipe C el. 102.30, Z-'7 X01/ ,2 ass ~90 v' p I i J4 Gary L. Steel 12-7-99 % ~a .1 J GALLE PLAT T-28-N • R-16-W )diners) See Page 112 For Additional Nam". 2200 BALDWIN PAGE 40 2300 60th AVE 2400 ~O 2500 Charles Wm Anderson , 5! t sty io n 2600 60th AVE 2700 Marvin MO Fial.sa 17 DO Q OL saoWmA®eat _ J)ob D-ld . 3 ao = 3o K~ Ndwa Z 140 ulton Timoth & .a a rc 3 AVE °i amelz `cora z Dennis & ► De. a a m E r 1111 96 14 ' Stave A- p 39 Kristine 120 s.re n Halstead w m 24 Mi m cs 1s Dwd..a ti.' ILL eYka tt S r..wa e 9 137 a =o MP ~r Harvey s' Donald & Ju th 67 136 30 „ Hatdesson s4 Rodel r.ed. N 94 MichaelIJ°y Arthur 7 20 53 2 ( 148 ~,a 4 u ^ e Ost)ie s4 Trapp ra avid & Tn • ' • >i 8 N N 'a s 94 m Reinsch 70 . 31 v", Nr td !e ~ i`~.►` a ~a SinrAeace I& Greg & W cs a 2 N ~ tC _ A Eugene& aD20 a 39 as 30 Nancy Mary ~ L 1 ar.1 arser >4 LANZ M OBve Wola Donald & rrusttn J CObSO Holm a s & I Seder Terpstra T a s zo Monir~m 60 40 Arlene Walter & 6 Levine To h 59 St AVE W ~ 88L0 Lud!th g, 1 75 160 Doren njiIIe n CO) & I Jacobson F_ 38 SB 22 Wilma Donald a 1 12 g, N C er Sandra ood av MoDy \Hageseth Min DOW ` LN -jl c y p Olson 9°it" w 114 Q David Frust :9 1 155 F3 240 120 N etal g ` 42nd VE r >3 >3 tae 267 Benck I 7 8 R 100 u _r 60 z y a Rumpbol U) L« zo s J _ 117 40 _38 _ 170 40 18 t 100 50 19 26 ' ~g~ and Lee Roland Telford orvo[d .3, ` 8' 401h AVE' e$ Elmer ftd. ` ~a v BM 47 40 40 1 a7hooft STiaa Indor& I 40 e Seder t.e.... u 60 103 ~ William & w r t S.aeta m Elizabeth Alice jj 60 144 a 20 g i S & 1 2 V-vey eestel- ` _ Gloria _ 142I Chapin 1sa- ` 11 Hl`m a ao anet ' N 1 son F. John SCAN n j 39 nee a= 3~ e$ WnK rJs hillips c a . sor a Hensley 62 141 s His 39 40 M 04 a aoada F+... 40 m R 116r z 306 pater ~0 100 Gierr _ 40 : r g 30th AVE Edon a J -TO-0- Bruce cs Ta.. 76 X00 40 4 s - by 7S_2d H of mania I Edcbon of a n 3 o S 4aamn 100 60 Duane & Heber ` am car W 15 rno 19 Lucinda Sbene N n.aoa Bauer eP ' 40 0 4! ao ~ David 9 -a aa.eaa 60 , iianKn ro 1 T& 5 8 3 Resume ama 143 46 40 40 w c am 40 1a My Vang Thomas a 25t AVE Lee 82 a< 1 97 12 Ari6sv Patrda Do..ta a e$ k & Kdth Donald 3s OII 101 Falde 80 w:a= c~~auy a 1 nn on Ricily & a Lhu1a z u 7s au sGi 200 8o Johnson Donna Sturtevant Wayne & ~ & Thomas & 80 Lee by o 20th AVE Je ro Janet ,r, °ii • RC 13 0 ax s ! Albg~oII 80 8 F Ellefson 80 _ 2 60 °sr Gerald Lain esio = Tracy lk syr~ I Larson F_ 40 „ Bert- Patricia Dar liel;don Invest- can Trust Thommes & I seth aide SOdOe m 53 t 34 ebart -0 1 4s Thomas e e a x zo 9 Laud Q x 59 UK KB ban 60 WDouslas e a 9 1d C M y b7 40 atdst. 160 DMW t 15th AVE Larson 2 119 g 119 Locuk G Q 0001 Orville & Dennis lene 60,E ss v~i 46s a M A ao a Be r 3 sF AM- 01 A C 17 s Lenlene 101 s 121 Boche & O = r Peter & It]naII -1 nisa 2fh AV PAD a r.bsa. ~ 78 266 4 as y Sheroa e &K ° aapad ohn a 40 279 as p: s a aw. at bq!y 1 r ,ea 30 s,~o. 10th A R s P ° w eLon 115 to PPaaz d • il :3 so It's, TI-1- Kent S0 S o c 20 aas Diane 60 m Clark STON !d N ! a c 3 40 is r UO I Re 79 70 I N Brunkow I Anderson D a r Harwood 2 275 Corp so so S 150 Elizabeth e ro Loooud $ _ = a Dorom Dian & DNmw a a~ Steven & a r so o Wildwood ICeehr 3 11 D10 I W :ill lames c N N nark e R 20 Ion E3 7i A View James ~Vlerth l"_ twwma Brooke Wolfe 60 Antlercrtn an ut~ =oi Inc nv1