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HomeMy WebLinkAbout030-2137-05-000 (2) 1071 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance vvith Comm 85, Wis. Adm. Code steel soil service Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Crobr include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 03 (2-0 Please print all information. Revi Date p Personal information you provide may be used for secondary purposes (Privacy Low, s. 15.04 (1) (m)). O d Property Owner Property Location Derrick Construction Inc. Govt. Lot NW 19 NE 1/4 S 5 T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1505 Hwy. 65 5 na Bluebird Bluffs City State Zip Code Phone Number City Ig Village Town Nearest Road New Richmond WI 54017 715-246-2320 St.Joseph Rolling Hills Tral New Construction Use: ✓ Residential / Number of bedroom ign flaw rate 600 GPD Replacement Public or commercial - DescribParent material Pitted outwash plains ~d plain levation, if applicable na General comments (J(]~ and recommendations: System elevation 101.1 Oft, trenches spa de 4.00ft elow gradeUNTY ICE Baring # _ Boring r Pit Ground Surface elev. 104.10 ft. 120 in. Sol Depth to limiting factor Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft4 'Eff#1 'Eff#2 1 0-9 10yr4/4 none sl 2msbk mfr cs 1f .5 .9 2 9-19 7.5yr4/4 none Is osg mvfr a 1vf .7 1.2 3 19-34 7.5yr4/4 none sl 2msbk mfr gw na .5 .9 4 4-1 0 7.5yr4/6 none cos osg mvfr na na .7 1.2 ~Qp-cJ sus , e ~e-v iXck- a.~C a Boring # Boring / - Z ~yl ~d lth r Pit Ground Surface elev. 104.10 ft. Depth to limiting factor 96 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF "Eff#1 *Eff#2 1 0-17 10yr4/4 none sil 2msbk mfr cs If .5 .8 2 17-34 7.5yr4/4 none scl 2msbk mfr gw 1vf .4 .6 3 7.5yr4/6 none Is osg mvfr nor na .7 1.2 ' Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BODS<30 mg/L and TSS <._30 mg/L CST Name (Please Print) Signatur : CST Number David J. Steel 248956 Address steel soil Service G~--`J Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54 7 8/19/2002 715-246-5085 Property Owner Derrick Construction Inc. Parcel ID # pending Page 2 of 3 a Boring # goring Pit Ground Surface elev. 97.60 ft. Depth to limiting factor 96 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-10 10yr4/4 none sil 2msbk mfr cs if .5 .8 2 19-36 7.5yr4/4 none scl 2msbk mfr gw 1 of .4 .6 3 36-96 7.5yr4/4 none sl 2msbk mfr na na .5 .9 4] Boring Boring Joe, Ph Ground Surface elev. 97.60 ft. Depth to limiting factor 96 in. Sof Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft' *Et1#1 *Eff#2 1 0-12 10yr4/4 none sil 2msbk mfr cs 1f .5 .8 2 12-46 7.5yr4/4 none sl 2msbk mfr gw na .5 .9 3 46-96 7.5yr4/4 none is osg mvfr na na .7 1.2 ❑ 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/ft2 *Eff#1 "Eff#2 Effluent #1 = BOD 30 < 220 m and TSS >30 < 150 m ~ _ 92 g/L * Effluent #2 = GODS -i_30 mglL and TSS -00 mg1L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or Page 3 of 3 STEEL'S SOIL SERVICE David I Steel 1564 Cty Rd GG CST-POWTSM Derrick Construction, Inc New Richmond, WI 54017 Lic. # 248956 NWl/4,NE1/4,S 5,T29,R19W (715) 246-6200 Town of St. Joseph, St Croix Co. (715) 246-5085 A r Bluebird Bluffs lot # 5 I" 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. J = aenc , rv-4,,k E-l, lob.oo A1~ r3,nh ,c, r>i fl, ci 74-1n-% Tod d~ ~l2 `?V, ~1= Bo rr /1 l 5 / E ~5l 13orir7G Veilcdl-ons /O4,AFf- f~aly,ar kl~► gZ' /,by. /off 133. ci 7 G T3 `f = ?7, 4o-F+ ~~.l~tilalil./00- P- to ,0<0/04 S 74 1 ~S ~7 III rA 1 7~ ~ 2 sl6Pl ~2 7?~ -4-11 ho+ e - ~ s8s 48 58E^ y - ~V / / / \ 1 >1. 355.09' O - ~S6'8• :o LOT 9 79 20 :w _ M A? x - : x . x LOT 4 x x - j C, / G1 1 3 j / G1/ ~ - - 2868 2 E - • . C2- / • / C, - 177.55 N897933 E \ r~, 30.21 \ 59.12' C5- © © LOTS is_ Ponding x '~s n Easement y0kh~'~ ~"?9 ~6 3IN H.W.L=920.0 Z _ ~ 9- FV1 I ~ J v ap N O x \ CIA 3y C) Ponding i 3 x N u) x Eosemen t x o0 o a o, . H. W.L. - 927.0If N897933" 37 59.12'x : LOT x 6 o Lo - 7y , r •-P N' 7 :3 m ,4p,3 E South line of the NW-114 Ponding :~I Easement N897933'E of the NE-114, Section 5 5•E H.W.L.=9260 p _ 152_92' g3 ~A ss i Ponding N891933'EP 146 39 r, s.A- ~HwL Easement 30.02' 5 sow o~. Ponding o N. W.L. =928.4 13 v - , 1" IRON PIPE FOUND Easement N 30"E ' 0.85' FROM COMPU7 y H.W.L.=943.0 r A ~~R'~o w N703~26 172.36 411.71' - 30.02 131.0' 77.26 - 44.38 S89.1 9'33"W 661.33' 2643 South line of the NE-114 LOT 6 I LOT 5 of the NW-1/4, Section 5 CERTIFIED SURVEY_3-1 _M_A _V0 L. 11_, P _G_ _ 6 7 E.UEBRE L.B.O. = Lowest Building Opening o N NW NE,532 TOTAL AREAS L.B.O. Z I L, CN4 130,691 SQ. FT. 3.00 ACRES 922.0' o d 130,741 SQ. FT. 3.00 ACRES 924.0' RIVER-ROAD 130,681 SQ. FT. 3.00 ACRES 930.0' m I o 130,682 SQ. FT. 3.00 ACRES 932.4' 130,679 SQ. FT. 3.00 ACRES 947.0' s W SE 130,684 SQ. FT. 3.00 ACRES 955.0' o e ST. CROIX COUNTY f~, rte, WISCONSIN 1+.^✓ ZONING DEPARTMENT / / N / / M ■ N • "genii ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 Phone: (715)386-4680 Fax (715)386-4686 November 7, 2003 Ron Johnson, JEO Consulting PO Box 325 New Richmond, WI 54017 RE: Bluebird Bluffs Final Plat Dear Mr. Johnson: On November 5, 2003 the Technical Review Committee reviewed the above plat. The following comments were made: 1. The original fees were calculated incorrectly. $250 in fees are due at this time. This is considered an incomplete application until received. 2. Proof of town approval is not yet received. 3. Submit an additional upd to oil-bori map for our files. 4. Soil test locations on lot 3, 5 and may be insufficient as they are partially in conservation easements or high water areas. dditional soil information and identification of the proposed system layout must be submitted for these lots. 5. Ponding and/or drainage easements must be labeled only as drainage easements to maintain consistency county-wide. Applicable notes must also be modified. 6. Exhibit #1 conditions of approval must be signed. Items that are not applicable may be marked as such. 7. LBO (Low Building Opening) must be depicted on each individual lot; the table is optional. 8. You may be receiving comments from the County Surveyor's Office. Please notify the appropriate staff when these items are satisfied. The proposed plat will not be scheduled on the PZPC agenda until the above items are addressed. This will be considered agreeable unless a written objection is submitted to the Zoning Department prior to the next PZPC meeting. In the case that an objection is received, the map may be heard by the PZPC and a decision made on the information available. Revisions must be submitted no later than 3 days prior to the PZPC meeting. If you have any questions or concerns, please feel free to contact our office. Sincerely, Jon Sonnentag Zoning Technician JS/jh Enc. Exhibit #1, Conditions of approval Cc: Derrick Construction Town of St. Joseph File