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HomeMy WebLinkAbout030-2137-03-000 (2) T 1069 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with 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. Croix irrJude, 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. 030a - D Z J~ 7-q) Please print all informadon. R -un Dater (J~ / Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). j Property Owner Property Location Derrick Construction Inc. Govt. Lot NW 1/4 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 3 na Bluebird Bluffs City State Zip Code Phone Number City Village JIM Town Nearest Road New Richmond WI 54017 715-246-2320 St.Joseph Rolling Hills Trail New Construction Use: Residential / Number of bedr s R C E i V81yerived design flow rate 600 GPD Replacement Public or commercial - Descri : Parent material Pitted outwash plains A Ur 2 1 Z,{tOOd pla' elevation, if applicable na General comments U L and recommendations: System elevation 95.00ft, trenches spa ed aq¢ _*i4,50ft low grade ZONING OFFICE Boring # Boring 1+! Pit Ground Surface elev. 99.55 ft. Depth to limiting factor 96 in. -9W Application Rate Horizon Depth Dominant Color Redox Description TeZre Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-9 10yr3/3 none Sill 2msbk mfr cs 1f .5 .8 2 9-20 7.5yr4/4 none scl 2msbk mfr 9w 1vf .4 .6 3 20-36 7.5yr4/6 none sl 2msbk mfr gw na .5 .9 4 36-96 7.5yr4/6 none ms osg ml na na .7 1.2 F2 ] Boring # Boring Pit Ground Surface elev. 99.55 ft. Depth to limiting factor 96 in. Soil Applicaton Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= *Eff#1 *Eff#2 1 0-4 1Oyr3/3 none sil 2msbk mfr cs 1c .5 .8 2 4-24 7.5yr4/4 none sicl 2msbk mfr 9w 1c .4 .6 3 24-38 7.5yr4/6 none Is osg mvfr cs 1f .7 1.2 4 38-96 7.5yr4/6 none ms osg ml na na .7 1.2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODe < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Davy J. Steel 248956 Address Steel Soil Servi Date Evaluation Conducted Telephone Number 1564 CR GG, New Ric mond, WI 54017 8/16/2002 715-246-5085 + i Property owner Derrick Construction Inc. Parcel ID # pebding Page 2 of 3 a Boring # P it Boring Ground Surface elev. 94.35 ft. Depth to limiting factor 96 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= "Eff#1 'Eff#2 1 0-10 10yr3/3 none sil 2msbk mfr cs 1f .5 .8 2 10-28 7.5yr4/4 none sl 2msbk mfr gw na .5 .9 3 28-96 7.5yr4/6 none is osg mvfr cs na .7 1.2 4~ F Boring # Boring Pit Ground Surface elev. 93.45 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' "Eff#1 *Etf#2 1 0-8 10yr3/3 none sil 2msbk mfr cs 1f .5 .8 2 8-18 10yr4/4 none sicl 2msbk mfr 9w na .4 .6 3 18-42 7.5yr4/4 none scl 2msbk mfr 9w na .4 .6 4 42-60 7.5yr4/4 none sUcos 2msbk mfr gw na .5 .9 5 60-96 7.5yr4/6 none sl 2msbk mfr na na .5 .9 ❑ 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 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <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 it Page 3 of 3 STEEL'S SOIL SERVICE David J. 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 Bluebird Bluffs 4-1-43 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. / QG-el, e z- 3elcll 7-o~ofl~2" ID vG/ g~osf~- i F~ r3tNU"/~r~r boa ~ /~yh ~~c b : r3o('r'✓~c~S 3z= 9~ .s".~f~- ~f t33 9q- 35-i:7~ 13~` oj3, 9s~f £I~ fy,, / 975 r 9 4z a2 / z ' 7170 r So~x r 36' /y ~ee`44 e ~w`' Sys r ~ F3 /yo' 23L ti s~o~ A3M ST. CROIX COUNTY WISCONSIN ~'"~..i✓ _ \ ZONING DEPARTMENT / / N / / M N N ■ rn~r 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. $250 in fees are due at this time. This is considered an incomplete application until received. 2. Proof of town approval is not yet received. 3. Submit an additional up to oil-bon' map for our files. 4. Soil test locations on lot 3, 5 and lmay be insufficient as they are partially in conservation easements or high water areas. dditional soil information and identification of the proposed system layout must be submitted for these lots. 5. Ponding and/or drainage easements must be labeled only as drainage easements to maintain consistency county-wide. Applicable notes must also be modified. 6. Exhibit #1 conditions of approval must be signed. Items that are not applicable may be marked as such. 7. LBO (Low Building Opening) must be depicted on each individual lot; the table is optional. 8. You may be receiving comments from the County Surveyor's Office. Please notify the appropriate staff when these items are satisfied. The proposed plat will not be scheduled on the PZPC agenda until the above items are addressed. This will be considered agreeable unless a written objection is submitted to the Zoning Department prior to the next PZPC meeting. In the case that an objection is ject received, the map may be heard by the PZPC and a decision made on the information available. Revisions must please feel or be submitted no later than 3 days prior to the PZPC meeting. If you have any questions o concerns, free to contact our office. Sincerely, Jon Sonnentag Zoning Technician JS/jh Enc. Exhibit #1, Conditions of approval Cc: Derrick Construction Town of St. Joseph File i ANDS T "E 1319.19' 934.78 33 33' f.-xa -ti X 528.00' o 213.75' \ 118.60' )7.92 - . . . . . - . X .~.o. 0 A w sss¢~\~w~ w vim, 621.26 © o / nj ~ 0 p /X nj 98 S © Pondin ? Conservation p /f I D I LOT12 Easonent 5894353E Easement o I-pI H.W.L.=941.0 22.97' s °D W ~i m \ (11 Q 1<1 U) Q) 0 0 n O. 5894353E S89'43'53"E . I I I 213.75' I ~p N W 33.00 350.00' 90.50 42.92 44.20' v I I "w' l$ ..v,..~.. . ° I- I M . EASEVENT FAR 133 33 I 113• '~o N o • • I I I u. w s. CD LOT 13 W - ° rn1 Xx EA.%WDVT FAR - - I rv p I LOT 12 o I LOT ^ Drainage - I I N7842'58"E S7gS?09 I . L4 C3 C+! _ Easement I \ ~I ~ ry K to 4 C4 lK o'er m I ~;E' io h, tiA p 6236 51 hh 0~ (b O S 13 sr¢3: w 66' sao43 o N >>3 ^c2o89'34'58"E C rn • _ 568• !o^! 4Q E --C18 76.35' °j N m \ ~0g S9' I ^~6 ,N8917 098E 0$,~ _ oi Cn ! BLUEBI \ 80' .05 io 61 0 >>7, 8), 6?>, N ~1-29 9 C1 g 76.35'• m DRM • _ C14 w , c~9 %nN S89.34'58"E Ar - E /59 20 _ ~w 6 .15 _ ~$/onding • cl-5 = Easement io -L'7g C27 H.WL.=905.5 cn h / v_ r6,~ N894029 Hvt r 90.70' w ?69A~F a, . 10a ~E S893458E N 90.08' cn 32 p Q I o N NW N6131 32 N r OT 4 ~z o LOT 3 Ponding l i I I I r Easement W Q H.W.L.=910.0 4Ir I~ z c\4 X ,969 I IN • Ponding P • - l Easement x N897937E H.W.L.=9 0 a`~ 142 00' 2 .O t i D 14 O L ~.~N1135b7E . x. .x~,lG1"28.91 'r 177.55' 14200' 46. 05' 448.56' 12316' UE 30.21 S89'1 9'37"W 655.02' o.~5e I <I IrIT I' IrT /i Ponding 33'I33' 1001c Easement H. W.L. =920.0 I I I U ti 0 I_uic ° O• LOT 2 I I< N N IfT OD U" ICAl '"x CERTIFIED SURVEY MAP jo IO'I~ VOL._9, PG_ 2676 ss' I- I~ ~ i nT 1 1 1