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Home My WebLink About026-1046-80-100 SOIL EVALUATION REPORT Page -!-of 3 %,isconsin Department of Commerce Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County $t, Crt71X Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not e or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Q ~p~ 7 percent slope, scale Rev ad by Date Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Location Property Owner Govt. Lot SE 114 SE 114 S 15 T 30 N R 18 EX(or) W Derrick Construction n Lot # Block # Subd. Name or CS Property Owners Mailing Address Tla CSm 1505 H #65 Nearest Road City State Zip Code Phone Number E01 City Village H #65 Richmond New Richmond WI. 54017 (715) 46 - 154 GPD Code derived design flow rate q New Construction Use: ❑ Residential I Number of bedrooms ❑ Replacement [ Public or commercial -Describe: 1 ft. Flood Plain elevation if Parent material ~ General comments U and recommendations: rhQ S trenches @ el. 102.40' & 101 .20 Y_ / Soil lication Rate 105.6 ft. Depth to limiting factor 844, In a Boring # Boring . Pit Ground surface elev. GPD/ff Consistence o dary Roots Horizon Depth Dominant Color Redox Description Texture Structure Gr. Sz. Sh: 'Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color 2msbk 1 0-11 10 3 4 non 2 11-26 7.5yr4/6 none s.cl-1csbk 3 26-84 7.5 4/6 none is Boring # [l Boring Q Pit Ground surface elev. 105. 59t. Depth to limiting factor + _ in. Soil A lication Rate ❑ 2 GPD/ff? Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •Eff#1 •Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 2f .5 .8 - Yr none L 2msbk mfr 9w scl 1 csbk mfr 1 f 3 2 9-25 10yr4/4 none sl 1 csb mvfr if 3 25-6 7.5yr4/4 none 4 60-80 5 4 4 none ri s- . • uent #2 = BOD 0 mg1L a TSS 30 mg/L • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:5 150 mglL ~ CST Number Signature 02298 CST Name (Please Print) Address ducted Telephone Number Gar L. Steel Date Ev nation 715-246-6200 1554 200th. Ave., New Richmond, WI. 54017 5- - - - - Z 1 i Property Owner Derrick Const Parcel ID # AE_nr7i n Boring Page 2 of 3 3 ] F Boring # i~ gJ Pit Ground surface elev. 105.4 ft. Depth to limiting factor +80 in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Qu. Sz. Cont. Color GPD/fi= Gr. Sz. Sh. `Eff#1 `Eff#2 1 0-10 1Oyr3/3 none L 2msbk mfr 9w if ,5 .8 2 10-25 7,5yr4/4 none scl 1 3 25-80 5yr4/4 none s1 1csbk mfi FBoring # Boring 4 pit Ground surface elev. 104.2 ft Depth to limiting factor 78 - in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure lConsistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10yr3/3 none 2f 2 10-22 7,5 44 .5 .8 / none 3 2-78 7,5 4/6 none Boring # El Boring 103.4 15-1 ® pit Ground surface elev. ft. Depth to limiting factor +80 in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil A GPD/ikon Rate in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 "Eff#2 1 -9 10yr3/3- none L 2msbk mfr if 2 -17 7,5 4/4 none 3 7-80 7,5yr4/4 none sl 2msbk _Mfr na .6 Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.6/00) STEEL'S SOIL SERVICE 1554 200th Ave. Gary L. Steel Derrick Construction, Inc. Richmond, 0 h Ave. CSTM2298 SEISE' S15-T30N-R18W New Richmond 24 54017 MPRSW-3254 town of Richmond (715) -6200 lot #6-csm N 1"=40' BM.= top of sw lot stake @ el. 100.00' Alt. BM.= top of 2" pvc pipe @ el. 102.40' 0lo~ /SID p.PL,l'vz c Z 25' o` ~ 'Ofd Gary L. Steel 1-17-2001 Now Parcel 026-1046-80-100 07/08/2005 04:05 PM PAGE 1 OF 1 Alt. Parcel M 15.30.18.230D-20 026 - TOWN OF RICHMOND Current X', ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * DERRICK, WILLIAM H & MARY ANN TR WILLIAM H & MARY ANN TR DERRICK 520 PINE RIDGE CT NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 5.978 Plat: 1334-CSM 15/4152 026/01 SEC 15 T30N R1 8W PT NE SE & SE SE BEING Block/Condo Bldg: LOT 07 CSM 15/4152 LOT 7 5.978AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 15-30N-18W SE SE Notes: Parcel History: Date Doc # Vol/Page Type 01/16/2003 706103 2112/537 QC 03/05/2001 639716 1595/594 WD 07/23/1997 699/295 07/23/1997 647/603 more... 2005 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/19/2002 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 5.980 58,500 0 58,500 NO Totals for 2005: General Property 5.980 58,500 0 58,500 Woodland 0.000 0 0 Totals for 2004: General Property 5.980 58,500 0 58,500 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 1V 3 AUG 2 3 200[ ~c# 65~107~ M~nIG°~~44C~D ~lG~]D o ~ s 4G~ G3~ - - - - - - S00037'40"E 368.91' - - - 66.00" 30 91' rn O .O Onm z4z z *c 1)m (n FILED m d o 1 cn -n 0) D ly AUG 1 6 2001 ® 12 z o cn ! ~THLEEHH.MfNSN ~ I 1 0 r~ Begister of Deeds co 0° St CronCo,WI co Z co z ;`O co ;w z co ,Q o i0 V N C (n o O iO 0 , FiF m p co m I m q cn co O, O w/ D O --1 N c I I @c=fl OJ i (n C7 m m p QzrO °p 0) 1 fJ N Z o2 m ' ;@~i, o p1 0 0 ,pro Cj " o N /Jt1 • o 73. r m m Z V) iWIC a N ,-'-1 > , m o C-) o A I A O i 00 --4 010 < s ~0V Z Q q~ 9.1 m N d 0< Ocn$ -I --r' ' O /1 w w 0 (Z> 0 2. fail I- N /uuU C. z • o 0,U) co it o"9 c0 N o 3. ao m cmi) N _ W ~o n0--00 0 D m ZZm0 58.00 ~wo~ g C1 \ \ A cDo VARIABLE R/~V ' o J i vl CENTER LINE w FRONTAGE- m co ROAD N00°37'40"W 392.28' 129.56' \1 co N00037'40"V1~, T cn IQ cn 1182.02' NO ACCESS 1441.00' ro S■T.H.-'16S1 CENTER LINE o ♦-S - 00°37'40 E EAST LINE OF THE SE1/4 OF THE SE1/4- ' = m m 4 t, T Q S00°37'40"E n a O O ° M[pdQ4~i'GD_Llf1v1D~ in m zm C 1 W r 0 N Zo~ m"nx0 -1 m 0 m D B O • 0=m Z M N n~z r m =zx m O- m m m~ v _ c 00 0 z m Z t v m o D D ~X r m ~r~W o m ZO-n~a0 ~m I1~ 0 4 ~ O Z CO _ Z o w ~n m m_m~p O v C D m v in = 2 O -i N m-n zm O O Z (MA C i Z 0 m BEARINGS ARE REFERENCED TO THE N yr M it O 0 m EAST LINE OF THE SE1 /4 OF SECTION Z N w m -i G7 15, ASSUMED TO BEAR S00°37'40"E G N - z z 0 O Vol-15 Page 4152 ME 06ed Z l• IOA i L6-96 v4nNb33 03 A8 031J"Cl 1N3vgn6iSN1 SIHl V) sQx~7 Qjs,L~7axn , s,c,c aa 70~ Y coo U Z m Mtn r wwN~ cl:: Crz mU" za Uoz 00 0 1-- u O m~7-Ul \W O ~D1 W N o -S */l3S 3H1 30 3NI-1 _SV3 ,•VS'L09 ,8tlZ lZ ,L~.00 N M „O~,L£.00 N M „Ot. o „ 59„ H -,L 'S 0 co ,00.OSZ 3 „ 0-V,L2.00 S 3 maw Q o0 w a r o o " co 0) r F+-I rzj ti ° a0 0 00 Tom,, C LW c . r Q +1 V ap p "Q O U 0, 0 0 O W \ Q V o +J o O rwW~n N N c° X C3 j CO d / r cQ w ^ c N I vV co{ r- wU` Vi 3 N v c { In 00 o C3 O (A { { t..l c a-C W 1CAi Q L) U) O Q) Lij 00 Q ° a 7 o~ { O Q M~ CII) Fr--~ a m o O 3 00 O 11 { F-~I a v b V o~ ~ orr h~ CF) I f 0 E4 0 .!2 > J O z X / 'awl ' LLJ -C V o -x00 zw Q Ni v , °9 L-00 L o ° s E E° M ,O-V,L2.00 _ N o 0- D, a O 0 a v 11 L607-V L " Q~ - Z r - Z M ,O-V,LC.00 N 4- M z I wo J I I O cn of a p z Q{ I w w a z Z O) j a Z ~w O I ; I { O i O p .J N LEI ( { t { { O LL. 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