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Home My WebLink About014-1071-95-000 1962 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Bui aI in accordance with Comm 85, Wis,~1a>~Cede° A.C.E. Sal & Site Evaluations °.~..`~ro~ Eeev Attach complete site plan on pope th ~x 11 inches in siz W County St. Croix include, but not timi ertigl and horizon tTeference poi~it (BM), '...on and percent slope, scale or dmem arrow, and location and distance to nearest road. D. 014-1071-95-000 Please print all information. d By Date Perso nal information you provide may be used for swwdary pwposes "vacy Law, s. 15.04 (1) (m)1 , -rY 1 0 c / Property Owner Property L J ICJ Shelley M. Endres . Lot SW 1/4 NW 19 S 33 T 31 N R 15 W Property Owner's Mailing Address of %I Block Subd. Name or CSM# W7659 St. Rd. 35 ' (/1( ' e city State Zip Code Phone Number _J City J Village ii ► Town N r oad Hager City WI 54014 (715) 307-0200 Forest U.S. Hwy. 64 V1 New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement _j Public or commercial - Describe: Parent material Glacial drift Flood plain elevation, if applicable na General comments and recommendations: Soil suitable for mound with 14" of sandGed.Qa din ing rate not to exc- e3 6 gpd/linear ft. CS fl/laS ~ ra, 0~ ~ ► ❑ Boring # - I Boring Pit Ground Surface elev. 100.77 ft. Depth to limiting factor 36" - in. Soil Application Rate ✓J Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 `Eff#2 1 0-9 10yr3/3 none sil 2fsbk ds as 2f,1vf 0.6 0.8 2 9-18 10yr5/4 none sil 2fsbk ds cw 1vf,fm 0.6 0.8 3 18-36 7.5yr4/6 none scl 2msbk mfr cw lvf,f 0.4 0.6 4 36-50 7.5yr4/4 f2f 7.5yr5/8 sl 2msbk mfr - lvf,f 0.6 1.0 Boring # I Boring 6M Pit Ground Surface elev. 101.79 ft. Depth to limiting factor 39" 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 10yr3/3 none sl 2fsbk ds as 2f,1vf 0.6 1.0 2 8-16 10yr5/4 none Ifs lfsbk ds cW 1vf,fm 0.5 1.0 3 16-39 7.5yr4/6 none scl 2msbk mfr cW 1vf,f 0.4 0.6 f1 d t2f 7. mangganesanes8e & cone cost 1 msbk mfr - 1 of 0.4 0.7 4 3"6 7.5Yr4/4 * Effluent #1 = BOD 30 < 220 mg/ and TSS >30 < 50 mg/L *Effluent #2 = BOD < 30 mg/L and TSS <-30 mg/L CST Name (Please Print) Sign re: CST Number James K. Thompson ~-~__10 S_ 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, Wl 54020 12/212005 715-248-7767 Property Owner Shelley M. Endres Parcel ID # 014-1071-95-000 Page 2 of 3 F Boring # Boring ~Pit Ground Surface elev. 107.18 ft. Depth to limiting factor 7K -m- in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/3 none sl 2fsbk ds as 2f,1vf 0.6 1.0 2 7-18 1Oyr5/4 none Ifs 1fsbk ds cvr 1vf,fm 0.5 1.0 3 18-22 7.5yr4/6 none scl 2msbk mfr cvv 1vf,f 0.4 0.6 4 22-28 7.5yr4/6 1 d manganese con( scl 1 msbk mfr CW 1 vf,f 0.2 0.3 5 28-41 1 Oyr4/4 f2f 7.5yr5/8 Icos Osg ml - 1vf 0.7 1.6 ❑ Boring # I Boring - J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 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. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Effluent #1 = BOD 5> 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 need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. ~c~- Ex%sb•.~ Fa•~u/~~t (no~- Pcl • L;n~ 617777K "4-::1 U ~e'/96z 54114IF4dr-W, /oc.4/-. 8 ScJyyn~.JYy Sec. 33, ~.Of~i~sE " sE, Cro%xC'a;~Ji 13Z0 e la A7aloraX. Fa 5 F Im e of S/O "4 /0 c/. I Sorb ~g pen Q h 41. 6,r✓1 : T 0F, Ece/ \ /ozct7 con a,i sLC~~ \ ~►-,~„u.r e /e U` _ /0.S Ge ~ 132- ~'e bew ,4ssu,"w e lei` _ /C)OtD' Sot 3 I I OF BEGINNING; THENCE AID NORTH-SOUTH QUARTER LINE, ♦ SOIL TEST 325.26 FEET TO THE EAST LINE OF Z X "CTION; THENCE NO0°01'20"W, X SECTION CORNER ESTABLISHED FROM H ~ x FT TO THE NORTH LINE OF SAID WITNESS MONUMENTS OF RECORD SAID NORTH LINE, 882.79 FEET TO STA ) FEET(27 RODS) OF SAID NW1/4 OF ONG SAID EAST LINE, 297.03 FEET NORTH LINE OF THE NW1/4 OF SECTION 33 i297.00FEET (18RODS) OFTHE 9CNT~ NER PROPOSED S 88x41'51 W 852.68 - )2'17"W, ALONG SAID SOUTH LINE, SECTION 33 S 88°41'51" W 331.83' t2 - NNING. DESCRIBED PARCEL - 786.68' 0 9.31' 30. FT.) AND IS SUBJECT TO STATE _ - - - - - - - - - - - - _ - - - AND ANY RECORDOTHER EASEMENTS, - - - - - - _ _ _ - _ S 88°°40'218 W 853.58' - Q IL 66.00 1 v JOINT r EXISTING DRIVE 66, 3 ~O4 FIELD DRIVE . THE NW1/4, IN PART OF THE NE1/4 ~O N ~/0 LSo go pa -l . W1/2 OF THE NE1/4, ALL IN W FOREST, ST. CROIX COUNTY, w W w 4S FOLLOWS: 0 a g w m w~ Z F SAID SECTION; THENCE ° IEOFTHENWI/4 OF SAID ~I Q d '18'09"E 1417.92 FEET; THENCE o r 3 M ST- WEST QUARTER LINE OF SAID /1Q O ~ S 88o41 51 x W E VG SAID EAST- WEST 114 LINE, O z m 3 8. HEWt/2OFTHENEl/4 OF SAID N 0Lu o ,NG SAID EAST LINE, 1398.76 FEET; j ~ Z '0 THE NORTH - SOUTH 1/4 LINE 0"W, ALONG SAID NORTH - SOUTH s 88x45~08x W w F OF BEGINNING. DESCRIBED 12 39,831 SO. FT.) AND IS SUBJECT 1 4' $ A- T-OF-WAY AND ANY OTHERQ IVENANTS OF RECORD. SOUTH LINE OF THE W1/2 OF THE NW1/4 OF THE NW1/4 OF THE NW1/4 o I THE NW1/4, IN PART OF THE NE1/4 N 90°00'00" W 205.50' W1/2 OF THE NE1/4, ALL IN =OREST, ST. CROIX COUNTY, S FOLLOWS: z PARCEL 5 OF SAID SECTION, THENCE vwi e 36,82 ACRES INC. R/W 3 OF THE NW1 /4 OF SAID U- M 1,603,861 SO. FT. . . OF BEGINNING; THENCE e o~ IE NORTH LINE OF THE NW1/4 OF 35.92 ACRES EXC. R/N/ N :AST LINE OF LOT 1 OF CERTIFIED z 1,564,887 SOFT, "N 5, PAGE 1410 AT THE ST. CROIX = w E; THENCE S01°18'09"E, ALONG LL SOUTH LINE OF SAID LOT; p )UTH LINE, 495,94 FEET; THENCE Z 3T-WEST 1/4 LINE OF SAID - - - - - - - r.-.- - JGSAID EAST -WEST 1/4 LINE, 35,96 FEET; THENCE N01°18'09"W 3 VNING. DESCRIBED PARCEL FT.) AND IS SUBJECT TO STATE kND ANY OTHER EASEMENTS, I RECORD, a N 90°00'00° E 1337.83' i. co 438.50' 659.33' 240.00' J w cv A $ s HE NWI/4, IN PART OF THE SW114 z 4 OF THE NW1/4 AND IN PART OF W I TION 33, T31 N, R15W, TOWN OF ISIN; FURTHER DESCRIBED AS O SAID SECTION; THENCE 0 1/4 LINE OF SAID SECTION, O 1 70.65 FEET TO THE SOUTH LINE O RECORDED IN VOLUME 5, PAGE ~Q` 3TER OF DEEDS OFFICE; ,UTH LINE, 388.92 FEET TO THE I °18'09"W, ALONG SAID WEST ° E OF THE NWt/4; THENCE 66.00 FEET; THENCE 22-, '00'00"E 205.50 FEET; THENCE `Z '00'00"W 1337.83 FEET TO THE N PARCEL 4 CTION; THENCE S00°1 6'59"E, 'TO THE POINT OF BEGINNING. 50.00 ACRES INC. R/W ACRES (2,178,183 SO. FT.) AND IS 2,178,183 SQ. FT. 64 RIGHT-OF-WAY AND ANY ND COVENANTS OF RECORD. 49.93 ACRES EXC. R/W 2,174,927 SQ. FT. I I I iE NW1/4, IN PART OF THE SW1/4 OF THE NW1/4 AND IN PART OF -ION 33, T31 N, R15W, TOWN OF 31N; FURTHER DESCRIBED AS +1 = SAID SECTION; THENCE THE NW1/4 OF SAID SECTION, ING; THENCE CONTINUING 1571,37' - - 33.14 FEET; THENCE N90°00'00"E .27 FEET; THENCE N90°00'00' W W1/4 CORNER 71 FEET TO SAID NORTH LINE SECTION N ,LONG SAID NORTH LINE, 786.68 33 )F THE NW1/4 OF THE NW1/4 OF S00°16'01"E, ALONG SAID EAST OF SAID WI/2 OF THE NW1/4 OF 8°45'08"W, ALONG SAID SOUTH :GINNING. DESCRIBED PARCEL FT.) AND IS SUBJECT TO STATE ID ANY OTHER EASEMENTS, ECORD. I, JOSEPH W. GRANBERG, REGISTERED WISCONSIN LAND SURVEYOR, HEREBY CERTIFY THAT THE ABOVE DESCRIBED AND MAPPED PROPERTY WAS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT THIS MAP IS A