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HomeMy WebLinkAbout008-1096-80-025 WisconsinDcpatmentofCommerce SOIL AND SITE EVALUATION Page Of Division of Safety-.!nd Buildings in accordance with Comm 85, Wis. Adm. Code a pF(~;Et JEC q ~ County Attach complete site plan on paper not less than 8 2 x 11 ' c e e I st inclu~lt'btll St. Croix not limited to: vertical and horizontal reference point (BM), dire slope, scale or G dimensions, north arrow, and location and distance to the nearest road. r~~ 2 ZOQ Parcel ID # 46 2~ APPLICANT INFORMATION -Please print all information ST. LROIX ~O 1 Y Reviewed By: s Date: Le V JL~'yt S 11-~ Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04( (m)). ZONING pFFIN Property owner: Property loca=1/4_~ Kurt and Elizabeth Christensen o A' + ~ Gov't lot: 34 T 28 N, R16 W Property owner's mailing address: l Lot,] Block # Subd. Name -6 M` 877 Benoy Road 6 Ko' NA NA 1 A 1 2.C) City / State / Zip Code Phone number: city Village Town Nearest Road Hudson / Wisconsin /54016 715-386-6340 Eau Galle St. Croix - Pierce Co. Line Rd. El New Construction Use ❑ Residential/Number of bedrooms Unknown Addition to existing building: NA ❑ Replacement ❑ Public or commercial - describe Code Design Flow Rate: Unknown - must be appropriate size for the contour and soil restrictions Parent Material: Glacial Till - ground moraine General Comments and Recommendations: Soils are moderately well drained glossoboralfs underlain by very dense gravely sandy loam. Redox features are the result of perching above the dense sandy loam layer. A long narrow mound SAS is recommended for this site with - 2.50 feet of sand fill. SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ EMI Eff#2 Pit 1 A 0-3 l OYR 3/2 NA sil 2mgr mfr gw 2f 0.6 0.8 Ground Btl 3-7 10YR 3/4 NA sil 2msbk mfr gw if+lm 0.6 0.8 Elev (ft.) 99.50 Bt2 7-11 l OYR 4/4 NA sil 1 msbk mfr aw if 0.4 0.6 Depth to 213w I1-15 10YR 5/4 fld7.5YR 5/8 sl Imsbk mfr as If 0.4 0.7 limiting factor- in. 2C 15-18 7.5YR 5/4 m2d7.5YR 5/8 gr-sl Imsbk mfr NA NA 0.4 0.7 11 Remarks: 213w dense; 2C very dense. (4+t-) Boring # A 0-4 l OYR 2/2 NA sil 2mgr mfr aw 2f 0.6 0.8 Pit 2 Bt 4-7 I OYR 3/4 NA sit 2msbk mfr ai 1 f 0.6 0.8 213wl 7-10 7.5YR 4/4 NA gr-sl ]msbk mfr as if 0.4 0.7 Ground Elev (ft.) 2Bw2 10-18 7.5YR 5/4 fl d7.5YR 5/8 gr-sl lmsbk mfr as if 0.4 0.7 98.44 2C 18-21 7.5YR 4/4 mId7.5YR 5/8 gr-sl ]msbk mfr NA NA 0.2 0.3 Depth to limiting factor- in. 10 Remarks: 2Bw2 - fl d Mn deposit, small amount of clay; 2C high and low chroma, very dense, 2f worm channels. CST Name: Eli M. Gottfried, Gottfried Environmental Signature: - ra__ it - y... Tel. No. 715-833-1400 Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 Date: 5 November 2004 CST # 221981 SOIL DESCRIPTION REPORT , Property owner Christensen Parcel ID# . Boring # Horizon Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate r3T 9 unsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ Pit 3 Efil! 1 C Eff#2 Al - IOYR 3/2 NA sil 2mgr mfr aw 217 0.6 0.8 Ground AE 3-6 IOYR 3/4 NA sil 2fgr mfr aw 217 0.6 0.8 Elev (ft.) 99.5 E 6-9 10YR 4/3 NA sil lmpl mfr aw if 0.4 0.6 Depth to Bt 9-11 10YR 5/3 f2f7.5YR 5/6 sicl Imsbk mfr aw NA 0.2 0.3 limiting factor- in. C 11-15 l OYR 5/3 m2d&.5YR 5/8 cl massive 9 -T-i Remarks: Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT2 a Efi311 Eff#2 Ground Elev (ft.) Depth to limiting factor- in. Remarks: Boring # Ground Elev (ft.) Depth to limiting factor- in. Remarks: Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ UPI Ef1#2 Ground Elev (ft.) Depth to limiting factor-in. Remarks: U I I = c ~Q+ O , X co ' N L ) - p "O r VT cC L U) cc O Q J Z U ~ Ln c L _ U) oo a) M Q a 00 CO V (0 L O O M ` 0 Lo 0 C0 m ti ~ O m -0 (o oo = 1 O Q Y 0 o ~ r L cn 0 cn LO/ 3 O N 00 00 Oy U O / E M / ~ N y, 02 Q N N rn d C2 N O tm Q / a U Q C CL Co / p M / CL / I / I I I ~ i I I I ~ "O O s. O O C y 0 p o0 N _ O O Q cu 11 II (1 x U o m W 2 o CD o n 6 •o u E O > un y o W o o o o Z z, U C) czd y x to ° ~w w Q Q. Q. ca RECEIVED 785904 AN 1 0 VOL 19 PAGE 4920 1SATgL6 R. q---- REGISTER OFR~ DEEDS CERTI FI E RECEIV~EDIxF kECORD '~EY MAP 01 /26/ze0s LOCATED IN PART OF THE SEJ/4 OF THE SE7/4 OF CERTIFIED SURVEY MAP SECTION 34, T28N, RI OW, TOWN OF EAU GA' LLE, REC. FEE: 13.00 ST. CROIX COUNTY, WISCONSIN. PPAGES: FEit 2 3.00 N LEGEND ALUMINUM COUNTY SECTION w CORNER MONUMENT FOUND O O 1"STEEL SURVEY MARKER FOUND SURVEYOR PREPARED FOR EDWIN C FLANUM KURT AND ELIZABETH V p 0 314"X 18" IRON REBAR SET WEIGHING NORTHLAND SURVEYING, INC. CHRISTENSEN iz p 1.50 LBS. PER LINEAR FOOT P.O. BOX 14 877 BENDY DRIVE ¢ O ROBERTS, WI 54023 HUDSON, WI 54016 w 0 ' ' ' • • • • • • • • • 100' ROADWAY SETBACK LINE ¢uw ~ PROPOSED DRIVE av x A SOIL TEST E1/4 CORNER SLOPES OF 20% OR GREATER a~a SECTION 34 mCD O~ C3~7 OO 4?LG3~ NORTH LINE OF ....170.38' THE SE1/4 OF THE SE1/4 887°14'16`a 1 r 772.38' 308. ~_~aP~fi 1273.76' 501_ T ova i 534 4T 33 i 0 / LOT 7 10.29 ACRES INC. R/W Lk LOT 2 DRIVE 448,416 SO. FT. 5.00 ACRES INC. RM w (?6D I 217,810 SO. FT.`• [Lnfl 1 Q 10.24 ACRES EXC. R/W flf 4.69 ACRES EXC. R/W LL 446,231 SO. FT. O 204.320 SO. FT. aIO A IZ O I Z SOI , L TEST (T1 P.) A J I 107. 534.47" I I 501.3-7 A 33.10' 00 N871'14'15"W 636.46' N87'14.1a"yy 40.9.Q0' 7°14'5"E ~ ~ zo b .138.90 I f _ EXISTING GAS LINE t - - _ - SHED co } E `85.25' - S87°45'S2"E 602,94_ O I w I » O 138 59' - - . - - - - v aD W i A SPECIAL EXCEPTION USE PERMIT O - tIQUSE 1 ~l I = F. Q I LL IS REQUIRED FOR THE Z ^ CENTERLINE GAS LINE - ' J1 W (n O I DISTURBANCE OF SLOPES 20% OR EASEMENT EXIS 7o I GREATER LOCATED ON THE, I 1 APPROVED PLAT OR CSM. THIS Al / - two co PERMIT IS APPLIED FOR THROUGH LOT 3 t I$ or ( O 0° j I THE ZONING OFFICE AND IS 10.00 ACRES INC. R/W le [I~nf I LL REVIEWED THROUGH A PUBLIC 435,605 SO. FT. : ( N I O I HEARING PROCESS BY THE ST. a~ A z_ CROIX COUNTY BOARD OF 9.37 ACRES EXC. R/W 1 ADJUSTMENT. A 408,012 SO. FT. I I , - A 0 ai OM4Ii.04 9 a / 6.81LOTN4 RAN C~a~ofMla V0 DC 296,589 so.FT. Ss,4~ I I aL~C~OO G°3DCSD N iV 6.10 ACRES EXC. R/W?TF~~ c Q 265,898 SO. FT. A EXISTING 6 I 27 A DRIVE _ _z N87°15'08"W 1649_25' ~ N87°15 "W 923.OTA v~ 38~ n' 856.85' ~ 889.85' SOUTH LINE OF THE SE1/a N87°1 5- "w gag"07' s114 CORNER SECTION 34 PIERCE - ST. CROIX ROAD CORNER (COMPUTED FROM WITNESS SE - - - - CORNERS OF RECORD) ~f wV no f7 n - - SECTION 34 om~aco Q~ o~aca~ III ~ SCALE IN FEET 1. = 200' THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET 1 OF 2 SHEETS 200 iia JOB NO. 04-131 DATE 12-22-04 0 200 Vol 19 Pge 4920 7 8 9 0 3 VOL 19 PAGE 4919 XATRLHSI+T H. REGISTER OF DEEDS ST. CROIX CO.. VI CERTIFIED S V RVEV MAP ei;26;e05 R0iE0COOPlf LOCATED IN PART OF THE SEI/4 OF THE SEI/4 OF CERTIFIED SURVEY MAP SECTION 34, T28N, RI 6W, TOWN OF EAU GALLE, REP FEE: 13.00 COPY FEE: 3.00 ST. CROIX COUNTY, WISCONSIN. PAGES: 2 N o~ SURVEYOR PREPARED FOR ~ EDWIN C FLANUM KURT AND ELIZABETH o I NORTHLAND SURVEYING, INC. CHRISTENSEN z pp¢ P.O. BOX 14 877 BENOY DRIVE w O I ROBERTS, WI 54023 HUDSON, WI 54016 w.:::) U co X C7 cn Go~oi ilo 40 IBM [3C C~OG3©CD cn APR 1 w s07-14'16•E 1963.0& 00 ~ru a? - - - - - - - S~~ W cc,'T. ~CRQOPa G~JI',jY I 3 26059 .E - S87°45'S2"E ""~`~CrVMS RL.ru - 203.33O i \CENTERSN ^ GAS LINE ER - a % OUTLOT 1 JCS i ' y~•, 7.26 ACRES INC. R/W p~ n \ 316.368 SO. FT. A j U 7.00 ACRES EXC. R/YV a C~o~oG o 40 L3G 304,930 SO. I ~ ~ ~ ,mac G3C~C~OG3DGD z z~ A S1/4 CORNER SECTION 34 k A (COMPUTED FROM WITNESS / - N CORNERS OF RECORp~ m 80.22 N87'15OS"W PIER W 1302 66 CE - ST. CR01X ROAD N87_7 5 08". 33.11' 346.59' - - - - - - - - - - N87°16'08"W 346.69' - N87°1508'W 956.07 - c LEGEND SOUTH LINE OF THE SE114 SE CORER _ ALUMINUM COUNTY SECTION SECTION 34 CORNER MONUMENT FOUND M[n1P~Q4~!'C_D C=_LQ_RD123 0 3/4' X 18" IRON REBAR SET WEIGHING ~G~LS© f3T 04GL7[G3~ 1.50 LBS. PER LINEAR FOOT - PROPOSED DRIVEWAY • . • • . • . • 100' SETBACK SCALE IN FEET y " = 200' 200 O 200 CURVE DATA TABLE NUMBER RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT C1 167.00' 31°28'47- S13'48'17.5'W 90.80 91.75' Sol °56'06'E S29°32'41"1N C2 233.00' 31°28'47" S13°48'17.5'W 126.41' 128.02' S29-3241-W S01°56'06"E THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET I OF 2 SHEETS , JOB NO. 04-131 DATE 12-22-04 Vol 19 Page 4919 Parcel 008-1096-80-025 02/08i2008 01:58 PM PAGE 10F1 Alt. Parcel 34.28.16.520A 008 - TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 01/26/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - CHRISTENSEN, KURTIS J & ELIZABETH A KURTIS J & ELIZABETH A CHRISTENSEN 847 WYLDWOOD LN HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description 2486 PIERCE/ST CROIX RD SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 10.290 Plat: 4920-CSM 19-4920 008-05 SEC 34 T28N R16W PT SE SE CSM 19-4920 Block/Condo Bldg: LOT 01 LOT 1 (10.29 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 34-28N-16W Notes: Parcel History: Date Doc # Vol/Page Type 03/09/2005 789250 2762/341 WD 01/26/2005 785904 19/4920 CSM 08/18/2003 736110 2377/331 TI 08/27/1973 318223 502/350 WD 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/01/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 27,000 0 27,000 NO AGRICULTURAL G4 1.000 100 0 100 NO AGRICULTURAL FOREST G5M 7.290 5,200 0 5,200 NO Totals for 2008: General Property 10.290 32,300 0 32,300 Woodland 0.000 0 0 Totals for 2007: General Property 10.290 32,300 0 32,300 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 01/21/2005 13:05 715-726-2549 S&B CHIPPEWA FALLS PAGE 02 St0 of Wistenle memorandum/Correspondence DATE: January 21, 2005 TO: Eli Gottfried, CST 221981 FROM: Leroy G. Jansky ;;e• 4Q - v/}~Sr Z Wastewater Specialist E-mail Ijansky~commerce.state.wi.us n Fax (115) 726-2549 V o►ce (715) 726-.2544 SUBJECT: Kurt and Elizabeth Christensen Lot 1 Proposed CSM [development Part of the NW-SE, 34, 28, 16W i 5 Town of Eau Galle, St. Croix County S I have reviewed the soil and site evaluation report for the above referenced site and determined that the transitional soil horizon (AE) reported in soil boring 3 may be included as part of the +4 zone below the A horizon. The inclusion of a transitional horizon may not always be accepMble when determining compliance with Comm 85.30(2)(b), Wis. Adm, Code. However, in this particular case I believe the conditions reported support inclusion of the AE with the underlying E horizon when calculating the +4 zone. The designation AE means that the horizon Is dominated by the properties of one master horizon but has subordinate properties of another horizon. Typically, the first letter designated means the properties of that horizon are dominate and those of the second horizon are not as well expressed. The A+4 standard was developed because as organic matter (humus) coats the soil particle surfaces making them dark colored, it often masks other features, such as iron concentrations and deple#ons (redoximorphic features), that are indicators of seasonal or periodic soil wetness. Only under very careful scrutiny do we consider redox features within four inches of the bottom of an A horizon not to be indk*tors of saturation into the overlying A horizon. Horizons with Munsell colors with value and chrome less than 3.5 should -generally be considered dark enough to mask redox features. However, transitional horizons that are light colored enough to doted redox features can be recognized as part of the +4 zone. 01121/2005 13:05 715-726-2549 S&B CHIPPEWA FALLS PAGE 03 Page 2 of 2 Christensen Property Town of Eau Galle, St. Croix County In this particular case, other documentation regarding the soils and site may be considered when deciding to include a transitional horizon as part of the +4 zone. Those considerations include the following: 1. The other soil borings have 6-8 inches of separation between the bottom of the A horizon and faint redox features. 2. The transitional horizon is reported as 10YR 3/4 (dark yellowish brown) and is likely not dark enough to mask redox features when closely evaluated. 3. There is three inches of E horizon (10YR 4/3) material below the transitional horizon and above faint redox features that begin nine inches. The only disturbing feature of soil boring 3 is that the lowermost horizon is a massive clay loam. This does not correlate well with the other soil borings that have a sandy loam substratum. This condition should dictate a conservative mound design using a low linear loading rate of less than or equal to 4.5 gpd/ft. In conclusion, it is my opinion that the transitional soil horizon reported in soil boring 3 may be included with the unsaturated material below for a total of six inches below the A horizon. The reported results are still subject to verification by county or department staff, and I believe that county policy is to verify conditions are all sites with A+6 inches or less. Under that policy, this site would need a county onsite soils verification. If there are any questions regarding this memo, please feel free to contact me. cc: St. Croix County Zoning