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Home My WebLink About022-1015-70-500 (2) Wisconsin Department of S Vvv)onal Services 17 - 051 • Division of Industry ~M( sL~• SOIL EVALUATION REPORT Page I of 3 _ iRccordance with SPS 383, Wis. Adm. Code Attach complete sit County ST. CROIX Z 112 x 11 inches in size. Plan must include, but not 11 1 orizontal reference point (BM), direction and percent slope, rdimensions, north arrow, and locatio VddisXceIffnea?%*roA,4 Parcel I.D. 2 - t,04 51114, S4 Please print all informatio gevie by DW1, tPersonal information you provide may be used for secondary purl 1,j 7 Property Owner Property Location JEFFREY C. & MELINDA A. ROUNTREE Govt. Lot NW 114 S 1/4 S 6 T 28 N R 18 E (or) W Property Owner's Mailing Address Lot Block # Subd. Name or CSM# 13359 Van Buren St. NE 4 Pending City State Zip Code Phone Number village own -Neeresi R;ia y> Ham Lake. MN 55304 ( 612) 747 - 8771 7-y°Toxt-er Road 0 New Construction Llse>] Residential 1 Number of bedrooms NK Code derived design flow rate NK GPD ❑ Replacement Public or commercial - Describe: Parent material glacial till Flood Plain elevation if applicable ft. -NA General comments and recommendations: Mound System 1.17 ft. sand fill 0.4 loading rate 'f J Y 12 Boring # ❑ Boring Pit Ground surface elev. Jc~w• y~ ft. Depth to limiting factor 26 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 1 0-8 10YR3l2 sil 3fabk mfr as INT-111 0.6 0.8 2 8-17 10YR3;6 CI 2fabk mfr cs 1 of-f 0.4 0-6 3 17-26 7.5YR4/4 - sl Ifsbk mx-ft cs IN --f 0.4 0.7 4 26-35 7.5YR3/4 m2d 7.5YR46 mfi scl Om 0.0 0.0 Horizon 2 has some gr; some cobs I3 Boring # ❑ Boring 22 Q Pit Ground surface elev. l '`'r 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 1 0-7 10YR3~~2 sil 3fabk mfr cs lVf-111 0.6 0.8 2 7-15 10YR36 Cl 2fabk mfr Cs lNf-f 0.4 0.6 3 15-22 7.5YR3J4 - sl If-msbk mvfr cs 1 of-f 0.4 0.7 4 22-30 5GY7'1 m2p 5YR4 4 C orn mefi 0.0 0.0 * Effluent #1 = BOD, > 30:S 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si CST Number MARY JO HUPPERT Hollister's Soil Testin &Desi n G l~ lellilt~"-71- 224832 Address Date Eva u 'on Conducted Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 04 - 06 - 2016 715-426-1775 Property Owner ROUNDTREE, Jeff {Lot) Parcel ID # ending) Page of El Boring # Boring Pit Ground surface elev. /or/' 41 ft. Depth to limiting factor 30 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 1 0-8 10YR3/2 sil 3fa&sbk mfr cs Ivf-m 0.6 0.8 2 8-14 10YR3i6 sicl 2fabk mfr cs lvf-f 0.4 0.6 3 14-20 10YR3%6 cl Ifabk mf cs lvf-f 0.2 0.3 4 20-30 7.5YR4i4 sl lfsbk mvfr cs 0.4 0.7 5 30-35 5GY7'1 m3p 5YR4;6 c 0111 mefi 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 Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Sod Application GPD/ft= Rate in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L ti. Q. ~;;tY: -+kc SL s -}~1 '`j~ ~ } 4'Mr `.tom.- ~•c.ti ~ CD -4 ¢ yam.. ,t_. e w. 7 WN ff7 a a t z i LL Y 4 ~ik tr LLJ 3 r w` f d hT `s3 Naa..R e F- -q x,-M~~ ~r a 4° d ~ v'a•1 }espt Y 2 ~ •I^:5 .Ir' tt'~ i t r4 t s~BoF f , k7 < 5 Mme'" "E , ~ m «s ~hl B ~ • ~ ~ F Y,a~~1 1f~°~~ .its • s~~{{ F z P4 1 ~ t. p T~ J ~ 4~ A L w 4 A r * , v*k d N. St x t7~ A I 1. ~IEI r 5„ Y. r LOCATED IN THE NW 1/4 OF THE SW 1/4 OF SECTION 6, T28N, R18W, TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN, BEING LOT 4 OF THE CERTIFIED SURVEY MAP RECORDED IN VOLUME 15 OF CERTIFIED SURVEY MAPS, PAGE 4104, DOCUMENT NUMBER 647128. Lot 3, C.S.M., V. 20, P. 5164 Lot 2_ C. S. M_, 912559_ I _Lot_1,_C.S_.M., 18_/4_831_-y log' -Lot- -I C_._S._M.,_ I N 00003'37" E 1 2636.41' - - 626.69' I I I V 17~ P. 4620 ' I 2009.72' Boundary Road - - - - _jL - - - - 1 - ry - - 170.09' 456.60' , the sw 114 -p SW Comer 170.11' 423.63' f Section 6 BEARINGS REFERENCED TO TFIE t4 r.+ N W 1/4 Corner T28N, R18W EAST-WEST 1/4 SECTION LIVE •u°, /~1 c o N00°06'S8"W Section 6 IIC OF SECTION 6, T28N, R 18W, Ex. Drive. z I pt 593.74' T28N, R 18W I is ASSUMED TO BEAR N 88004' 14" W. Ob (Steel "Survey' I I Mark" Nail) I n N SCALE IN FEET t o I _ i~ ITT 0 100 200 400 1! 170' I cn I I i _L_ot 1 Lot 2 1 Lot 3 I z IS I I n C.S.M., Volume 15, Page4104, Document_Noo._6_47_1_28o ~ °o° 1Q I13 I p, 0 0 4 + 231.28' 230.73' 230.73' x ~UtIOt 1 33 I I A I I N 00°06'58" W 692.74' 12.493 Acres 1'2 544,190 S. F. I I ~ jCD~ a Including Iv I o # I Road R.O.W. vn a I ' I- I I o n+ 00 a o I A w ao lap, Ir- I B-7 Lot s I A N 11.344 Acres o° D oo I I o o 'w ® 10 494,129 S. F. ° J R-6 10.513 Acres 457,942 S.F. I Excluding ° I r. I n V ® Including Road Right-Of-Way Road R.O.W. M w I R-8 10.410 Acres 453,475 S.F. (This Outlot may I ~ Excluding Road Right-Of-Way be subdivided iv I z i m in the future) _ i rn oo I . N 00008107" W 863.85' i - (A F ti 13-12 ®B IJ I i 33' ® 00 R-13 t 0 N a ~r- w Lot s ; ~3 m ~A ~w 10.362 Acres 451,374 ST I a Including Road Right-Of-Way n, d' I o N 00008'07" W 456.65' y o 10.233 Acres 445,758 S.F. I C) 423.63' 33.02' Excluding Road Right-Of-Way i I~ I s4 Z1 R-10 ~o o v v 13-9® ®R-11 ~ I I (11 East Aw or the NW 114 - SW 114 1288.47' 33.02' I L_ I~ LEGEND S00008'07"E 1321.49' Lot 2, C. S. M., Vol. 16, Page 4324, Doc. No. 682735 , 7kc COUNTY SECTION CORNER E 1/4 Corner :A 0 Q I MONUMENT, FOUND OWNERS 8 SUBDIVIDERS Section 6 00 r (ALLAN" CAP UNLESS Jeffrey and Melinda Rountree T28N R18W a OTtIERWISE NOTED). 13359 Van Buren St. NE I;I • 1 1/4" (o.d.) ICON PIPE, FOl1ND. Ham Lake, MN 55304 1 1/4" (o.d) x 18" IRON PIPE yr+ ads rRAI ~4, O WEIGHING .68 LBS./LIEAR TT zaa v' y!~ -~---~E--- DANIEL EXISTING FENCE. P. ~ DANIEL P. KUGEL S-2684 = KUGEL SON. BORINGS PERFORMED BY PROFESSIONAL LAND SURVEYOR W 13-11 MARY JO HUPPERT ON OGDEN ENGINEERING COMPANY s RIVER FALLS, a APRIL 6. 2016. 1234 SOUTH WASSON LANE e I ~ 0 \ ~ 1p8a. i ~ i I SCALE IN FEET I 1 0 '25 50 1`00 Lot 55 Contour Interval 2` (C~ntours are from St. Croix L/DAR data) 19,642 I B-73 1 ~ I 31) 1 ~ o C.3 ~