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HomeMy WebLinkAbout022-1009-60-100 f ` 1816 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings A.C.E. Soil & Site Evaluations in accordance with Comm t35, Wi Adm. C~e County Attach complete site plan on paper not less than 8'/x x 11 inches in size. Plan mu St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction an parcel I.D. percent slope, scale or dimemsi itrrow and location and distance to nearer ) 9 - - • .R- fro 0222-1009-60 . S7 U0 Please mt V Revi Dat Personal information you provider be used for secondary purposes (Privacy ew, s. 15.04 (1) (m)). L) Property Owner ) i.. j Q U Property Location Dan Feser ! Govt. Lot NE 1/4 SW 1/4 S 4 T 28 N R 18 W Property Owner's Mailing Address ; Lot # Block # Subd. Name or CSM# 1131 County Hwy. N wed CSM City State Zip Code Phone Number City _J Village r+' Town Nearest Road Roberts WI 54023 715-749-1722 Kinnickinnic Co. Hwy. N New Construction Use: k' Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Install mound system at elev. 98.00' at 13" above 96.91' contour. a Boring # Boring Pit Ground Surface elev. 96.86 ft. Depth to limiting factor 28" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 7 PD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-7 10yr3/3 none sil 2fsbk ds as 2vf,f 0.6 0.8 2 7-13 10yr4/4 none sil 2fsbk mfr cs lvf,f 0.6 0.8 3 13-22 10yr4/4 none sl 2fsbk mfr cw 1vf 0.6 1.0 4 22-28 5yr4/6 none gr. sl 2msbk mfr cW 1vf 0.6 1.0 5 28-39 7.5yr4/6 f2f 5yr5/8 gr. sl 1 msbk mfr - - 0.4 0.7 Boring # J Boring Pit Ground Surface elev. 96.91 ft. Depth to limiting factor 25° in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/3 none sil 2fsbk ds as 2vf,f 0.6 0.8 2 9-16 10yr4/4 none sil 2fsbk mvfr cs lvf,f 0.6 0.8 3 16-25 7.5yr4/6 none gr. sl 2msbk mfr cW 1vf 0.6 1.0 25-30 7.5yr4/6 f2f 5yr5/8 gr. sl 2msbk mfr cw 1vf 0.6 1.0 5 30-38 7.5yr4/6 f2f 5yr5/8 Ifs 1 msbk mfr - - 0.4 0.7 * Effluent #1 = BOD ? 30 < 220 mg/L and T S >30 < 1 mg/ (fluent #2 = BOD < 30 mg/L and TSS <-30 mg/L CST Name (Please Print) ignature: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 623/2004 715-248-7767 Property Owner Dan Feser Parcel ID # from 002-1009-60-000 Page 2 of 3 F3]Boring # Boring Y' Pit Ground Surface elev. 95.75 ft. Depth to limiting factor 23" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Efr#1 •Eff#2 1 0-8 10yr3/3 none sil 2fsbk ds as 2vf,f 0.6 0.8 2 8-18 10yr5/4 none sil 2fsbk mvfr cs 1vf,f 0.6 0.8 3 18-23 7.5yr4/6 none sl 2msbk mfr cw 1vf 0.6 1.0 4 23-30 7.5yr4/6 f2d 5yr5/8 scl 2msbk mfr cw 1vf 0.4 0.6 5 30-36 7.5yr4/6 f2d 5yr5/8 scl 1 msbk mfr - - 0.2 0.3 F-I Boring # I 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 Boring # F-1 I Boring ft. Depth to limiting factor in. Pit Ground Surface elev. g Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EfI#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 need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. I 1 I a' ' o ,Z/S.SS/ I f . Q Top oF-&/e~ole,,e~0. p1.d. E/e~ _ /m 9!!' r~?sr~: Top of/at ~ ~1 \ l~1e~ = /GY~.CfY i A-"std /off 3 o{'CS~ Z ~ 3 ~ofe•. ii/Lt%rlZ~Giir~ S~i.S~'t,r~ ` ~ - 9G. SO ~ /oCLt~~On a 5 r a'. 5occ1`.~i d eaSf asPoss.'6le & a✓oi~ Confou~ 5u~' +ce uka.R,r• d,-5-6 Q der J~ w~`~ a m -7 9S-7 1 8 VOL 19 PAGE 4982 MATALEEA H. MALSH- REGISTER Gf DEEDS ST. CROIX CO MI RECEIVED VED F00t ItfiCORD CERT~FtED SVRVEY MAP LOCATED IN PART OF THE NE1/4 OF THE SW1/4 05123/2005 04:45PH OF SECTION 4, T28N, R18W, TOWN OF CERTIFIED SURVEY MAP REC FEE: 13_00 KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN. cCOPY FEE: 3.00 SURVEYOR NOTE. OWNER FIELD DRIVE LOCATED ON LOT DANIEL & HEIDI FESER EDWIN C FLANUM 2 TO BE REMOVED AT THE TIME 1131 C.T.H- "N" NORTHLAND SURVEYING, INC. LOT 2 IS IMPROVED. . ROBERTS, WI 54023 P.O BOX 14 EAST -WEST 1/4 LINE ROBERTS. WI 54023 UMC~(~Q44G~D EXISTING CENTERLINE S89°4239'E 1317.49' -589°4239"E 657.41' yes°42"E - - 341 14' 66.01' 0 217.26' bn - - r v d^`. - C T H °N" ~n 1 283.27' - - - - - - - c-" E1/4 CORNER_ W1/4 CORNER c~ 342.57 215'54 SECTION 4 z ¢ g ^v Z 68°59'07"E 657.14' -281ST- O SECTION 4 F= o F ? p POSITIONED FROM 9 I $ DRIVEWAY 33' ( ga WITNESS MONUMENTS w m w EASEMENT FOR r ~Sr~ Ili u- OF RECORD w I . LOY3 I I LOT 2 `A < 14 I NI LOT y 1 LOT 1 AREAS LEGEND I _2.79 ACRES INC. R/W Z p r': ~i ';E! `5 2.35 AC. INC. R/W 121.483 SO- FT. 9A * co 1\ \ \ o^~ 102,290 SO. FT. M ALUMINUM COUNTY 1 2.40 ACRES EXC. RNV L o SECTION CORNER I 104,478 SO- FT. ///777 `~a\ 2.00 AC. EXC. R/W MONUMENT FOUND I Ix NS ° - Z I 9C~\~ 87,125 SQ. FT. 10 1" IRON PIPE FOUND ( 1 1.52 AC. EXC. ESMT 7y c~i 66.319 SO. FT. 66 205.39,-, 31.O ° X 18' IRON REBAR 133' 1 y o N88°59'07"W 271.42'`\\\ SET WEIGHING 1.50 I 1 c . NOTE' LBS. PER LINEAR FOOT I g1 l Z NO FURTHER LOTS MAY c~M1 \ ACCESS EXISTING DRIVEWAY WITHIN THE -x-x- EXISTING FENCE rn I I ( DRIVEWAY EASEMENT FOR rn I 1 x DRIVEWAY EASEMENT LOCATED ON LOT 1 LOT 3 LOCATED ON LOT 1 • - - 100' BUILDING co _ rl SHALL BE VACATED AT SUCH TIME THAT THE ~ v ROADWAY EASEMENT (LOCATED ALONG THE WELL C SETBACK LINE c13I 13 I coo rn WEST LINE OF THIS MAP) OR A PORTION OF ¢ t 7T I M N I N w SAID EASEMENT 1S DEDICATED TO THE PUBLIC W I 'n ^ i7 AS A PUBLIC STREET AND THE OWNER OF LOT Q, Ly~ ¢ QW 3 APPLIES TO THE TOWN FOR AND IS GRANTED N r- Q c/7 w I co I I A DRIVEWAY PERMIT. HOUSE t/) nd?CryA w a z o ~I I r I z LOT 3 SEPTIC - r aa I Z o Q I 1 1 I : 12.40 ACRES INC. R/W SEPTIC VENT o w wo 9 o O w cr I I I 540,204 SO. FT. CLEAN OUT w O r O ¢ w I , . 1 12.37 ACRES EXC. R/W Z~3r¢? ¢ ~I 538.641 SO. FT. sz cr = x a 11.74 ACRES EXC. EASEMENT , LL a ¢ 3 o 511.317 SO. FT. / v- uj (D cc ~ZF U a Z I 7~~ N ~I cnQ w I xqT 'd w ~Il 1 OC cn 2 Q 2 ry~ 0 w I ° w U-1 w¢ SeA k?9~s2 tea' ° a ¢¢WLLJ 6s iaF X92 / / 01 w S2 a- tu Z ¢ O 12 2 AC- INC. ESMT. 62 /gam a~'~ t>„ ;js r- i ai Z O ¢ O N i7u 05,581 SO. FT. ° F~G1! - 12. AC. EXC. ESMT. 77 F a 0 a~a1 = on 03 > w g 3,308 SO. ET.. 0- s!) 8 Lu d Q x Z ~ 11) w _ w I Y 2 O 0 Z ~c~i10~Owr V O a w W a = UO 231.18'. 420.46' cn m a. ~ r J Q ' m NB °2828nW 651.64' SOUTH LINE OF THE NE 1/4 OF ACCESS TO LOTS 2 AND 4 THE SW 1/4 411111111111111111 OVER 66' ROADWAY EASEMENT - - - - - - - - - - - - - - - - - SCALE IN FEET 1 ° = 1 DSO' THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET 1 OF 2 SHEETS 150 O Emil 150 JOB NO. 04-68 DATE 6-02-04 Vol 19 Page 4982 ' Y Oc • 436 Zz-~ :L 3- c VOL 20 PAGE 5176 _ SJR~1' REGISTER OF DEEDS ST. CROIX Co., WI RECEIVED FOR RECORD 03/21/2006 10:40AN THE WEST LINE OF THE SW 1/4 OF SECTION 4 CERTIFIED SURVEY MAP BEARS SOO'39'44-W AS REFERENCED TO THE ST. REC FEE: 13.00 v7 CROIX COUNTY COORDINATE SYSTEM COPY FEE: N PAGES: 2 n SOO'39'44"W 2644.54' ~0 UNP°ATIrE°-LANDS N00'39'44"E 877.16' 11i - 1 ° RECEIVEGI 223 WEST `LINE OF THE SW1/4 --------445.112-_- VA z 0 N 4 rn --4 4° I t, 8EP I v_ Z o Z W D O D O BOO r" DO M0 r 'JC (n ;d m a, -Z MZ "r Z nZ CD P g N v O A m° my r0 ° 6,5 O Ws O ja ca N Z N yr° rn ;v I- C A i Z D v ° , I11 $T rimes otAm N O "Z N ° :L) J :a ~i Z7 302 Q C m p ' l I M y °m o 1 o pC ZO;vm Z DA Z Z rZm Z~ rn C -4 EA9 m Cy :1, 1 z r" WD M C m to 5 - v m n g I -f v< c p r Soo °r-tn7-c v ~ ~mm m ZC !E 131 i DOOm O 00 ~m0m m N 04208°E Mmcz~n m°~.=m cnm~mr*~ + y 2 < 401.91 37.43'.x ( " ~ o N W 7-:* 5~ N O r r r r v r N Z v~ m Un to g c ° o. ° m o , z c~ ° ~wNNW jr- 0 °~rn O m c: m O ~a Z m N N X o C> C 1F~ W~z0 00 OZO x O n O O 3p r°.4 W< m 1 1 O pip ' V! O 7C /V ni Z °-D Z ~~n O I ' f n Nmn -p- (0 to C11 m rri tfV O o ° gD~~N N IN ~CrO-ZZ a~~ OD a v p cn o D C:p, 1. Cn o~oo u,~ ~ CD Z to r0 cn N A V v twD M m m ~N N N- - -4 ~ " -p0) 41 00 OD um ° ZNN~ N Q v~ OOWZO i~ j2 w W N N N D ACS rn ~O N m ; mN X T'IZ' M U1 O A to u, w v+ O m O N OD = N ° [w N m 0 m -I 'q V' °-w A ~ ~ m O ;;J ~ A - o O a, u, D ~o an aD w u1 ~"/%V > .4a p CP C -4 O N ~V y NN 11 W Z , 93 y0-!F -C © SOO'54'4~2"W 477.87' n 4 C i ~O1 tJ" oo r' wC~ oD is V" i A°'- ~r''rv °O oNU M %DZ D C) ;U ■e■ N?9 4g ' o = rn - 01.E N c 6 m _ 36 m ° N i aar'~ 49.49' io I p _CZ O zN 7° ti m m me Zf1Z~ F ,t~,a`pV o m 11- -400.1m o 9'-) M~ o o < n rO ~~n A 1 50041'05"E51.93' I r~~° cn D rn ZE 48 c, r rv W 1 m m rn Co ------33677.177 -----1 n 'r' Z ~l \ OD N ' m N O ~i A :z i0v M 66'WI0 E ACCESS ~j A r'' EASEMENT AS SHOWN ON L. I i J o "a ;;D R. C (959.31') CSM VOL.19 PG.4982. rn (to : i o CIA 2 --?o 37 501'09''34°W 959.38' I z Z~ r° C psim~Z M NPL G1't~ED LANDS N z ° m O CURVE DATA TABLE (ALL LENGTHS ARE IN FEET) rn m , Curve Radius Central Chord Chord Arc Tangent Bearings Number/ Lot Length Angle Bearing Length Length Tangent In Tangent Out v U ; C1 283.00 42'12'19" S22-00'51.5"W 203.78 208.46 SOO'54'42"W S43'07*01-W w z m -4 C> C2 233.00 41'05'55" 519'38'15.5"E 163.57 167.13 540'11'13"E 500'54'42"W A C-, rm- r~; = A m C3 80.00 45'04'1 O" S21'37'23"E 61.32 62.93 SOO'54'42"W S44'09'28"E N = ~ n D C4 80.00 135'04'10" 523'22'37"W 147.86 188.59 S44'09'28"E N89'05'1 8"W z 3 80.00 103'15'26" S07'28'1 5"W 125.44 144.17 S44-09.28"E S59'05'58"W z o m m 4 80.00 31'48'44" S75-00'20"W 43.85 44.42 S59'05'58"W N89'05'18"W - m Q c n w SHEET 1 OF 2 Vol 20 Page 5776 1 of 2