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HomeMy WebLinkAbout022-1009-60-200 4 ? 1815 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan mtlstrt; ~>j~' St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction (r "AID' ~a++ parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to n st road. ro -1009-60-see- P/easep►T Revi B Date Personal information you provide ey be use 9189 (Privacy~aw, s. 15.04 (1) (m)). U Property Owner Property Location Dan Feser i- 2004 Govt. Lot NE 1/4 1/4 S T 4 NR 28 W 16 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# O 5 1131 County Hwy. N 2 -epased CSM /Y-71 llage 1 Town Nearest Road 0,11 city S - City Lj~ innic Co. Hwy. N Roberts I WI 54023 715-749-1722 k I New Construction Dce: N' Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement J Public or commercial - Describe: Parent material loess Flood plain elevation, if applicable na General comments and recommendations: Install mound system at elev. 105.40' at 18" above 103.60' contour. M Boring # Boring II' Pit Ground Surface elev. 103.57 ft. Depth to limiting factor 21 " in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consitstence Boundary Roots *E 1 PD/ft:E in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 1Oyr3/3 none sil 2fsbk as 2vff 0.6 0.8 2 9-17 1Oyr4/4 none sil 2fsbk mcs 1vf,f 0.6 0.8 3 17-21 1Oyr4/6 none sicl 2fsbk mfr cw 1vf 0.4 0.6 4 21-34 7.5yr4/6 f2d7.5yr5/8 sl 1msbk mfr cW 1vf 0.4 0.7 5 34-40 5yr4/6 f1 d 5yr4/6 scl Om mfi - - 0.0 0.0 Boring # Boring iff pit Ground Surface elev. 103.57 ft. Depth to limiting factor 22" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-9 1Oyr3/3 none sil 2fsbk ds as 2vf,f 0.6 0.8 2 9-18 1Oyr4/4 none sil 2fsbk mvfr cs 1vf,f 0.6 0.8 3 18-22 1Oyr4/6 none sicl 2fsbk mfr aw 1vf 0.4 0.6 4 22-32 7.5yr4/6 f2d7.5yr5/8 sl 1msbk mfr aw 1vf 0.4 0.7 5 3241 5yr4/6 f1 d 5yr4/6 scl Om mfi - - 0.0 0.0 L ' Effluent #1 = BOD 30 < 220 mg/L nd TSS >30 150 m L ' Effluent #2 = BOD a 30 mglL and TSS <-30 mg/L CST Name (Please Print) Sign re: CST Number James K. Thompson 7<7z~es-- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, 0 , WI 54020 6232004 715-248-7767 + i Property Owner Dan Feser Parcel ID # from 002-1009-60-000 Page 2 of 3 3 ] F Boring # Boring VI Pit Ground Surface elev. 102.70 ft. Depth to limiting factor 18" 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 1 0-8 1Oyr3/3 none sil 2fsbk ds aw 2vf,f 0.6 0.8 2 8-11 10yr4/4 none sil 1thinpl mvfr aw 1vf,f 0.4 0.6 3 11-18 1Oyr4/6 none sil 2fsbk mfr cw 1vf 0.6 0.8 4 18-27 7.5yr4/6 f2f 7.5yr5/8 sl 2msbk mfr aw 1vf 0.6 1.0 5 27-38 5yr4/6 f1 d 5yr4/6 scl Om mfi - - 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ 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 ' 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. /w I So,% edQ /ccat~%o~ 1.3.2-01 ' EA%Jt~n de • Loc~fc~r~rop. g to ~e N [ Xe - 4 gtoscc~ /o-'z o (-c6 M N Qc{ d/B/S YJ w roP Or C JV'4- boX ~IeN = ioi. s3, o ~ o I ~ ~ i 1 1 I ` I I t3z , I I .t, 1 1 ~ 1 I \I 1 ~ 1 I uJ ~ i 1 I 11 ~ 1 1 I vs 1 c 3a I To li ' I I ~ 1 I LI I 1 I t ~I ~ 1 ~i i 1 ~ Qenc.hTop a{ , P I I of e 194/- = /oO, 4v. ' 1 I it 1 10 p.33 i 7 9 5 7 1 43 VOL 19 PAGE 4982 KATfII =ff H. MI - REGISTER OF DEEDS ST. CROI CEIVEDxFO fiEVCORD CERTI FI E13 S V RVEY MAP RE LOCATED IN PART OF THE NE1 14 OF THE SW1 14 05123/2005 04:45PM OF SECTION 4, T28N, R18W, TOWN OF CERTIFIED SURVEY MAP REC FEE: 13.00 KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN. COPY FEE: 3.00 PAGES: 2 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 ROBERTS. WI 54023 ft n t7 M EAST - WEST 1/4 LINE EXISTING S89°4239"E 1317.49' -S89142139"E 657.41 1 CENTERLINE -S89°42'39"E - - - - --~5- - - - - 66.01' 217.26 C.T.H. 'N° - i 26327' ~ 342.57 ' 2 E1/4 CORNER J W1/4 CORNER O ao c7 ? 215.54' SECTION 4 SECTION 4 ~ o v z ¢O S88°59'07"E 657.14' -281ST- z ¢ POSITIONED FROM cn9 DRIVEWAY 33' I WITNESS MONUMENTS a EASEMENT FOR i~ w . . .b f ` u OF RECORD I m or LOT 2 2 NI~\ LOT 1 c LOT 1 AREAS LEGEND 2.79 ACRES INC. RNV 2.35 AC. INC. R/W 121.483 SO. FT. i ml g~ o\ o 102,290 SO. FT. ALUMINUM COUNTY ' I 2.40 ACRES EXC. RJW 3gv., Uzi $ c.) c+3 SECTION CORNER 104,478 SQ. FT. 25~ 2'00 AC. EXC. R/W z 87,125 SO. FT. MONUMENT FOUND I I ~ ti~9: o 0 1" IRON PIPE FOUND , `~s?yy m 1.52 AC. EXC. ESMT p 205.319 \ \ cco 66.319 SO. FT. rY Ye X 18- IRON i 0 SET WEIGHING E 50R ~33 3 (I d 0088°5907 W 271.42\~\\ NOTE. LBS. PER LINEAR FOOT I - 0 -16 6 \ NO FURTHER LOTS MAY ACCESS EWAY EXISTING ~x S7~ p62 c ` DRIV WITHIN THE -x-x- EXISTING FENCE rn / DRIVEWAY EASEMENT FOR rn I x DRIVEWAY EASEMENT LOCATED ON LOT 1 LOT 3 LOCATED ON LOT 1 • - 100' BUILDING m _ I SHALL BE VACATED AT SUCH TIME THAT THE SETBACK LINE I , v ROADWAY EASEMENT (LOCATED ALONG THE WELL O a~ o WEST LINE OF THIS MAP) OR A PORTION OF 1 e I N N w SAID EASEMENT IS DEDICATED TO THE PUBLIC ¢ 0 01 A I :2 ~ AS A PUBLIC STREET AND THE OWNER OF LOT Q11 8 Q I ' 1Z 3 APPLIES TO THE TOWN FOR AND IS GRANTED N ¢ Z I co C'L I i g, A DRIVEWAY PERMIT. E HOUSE (7~ ¢ c7 Za O I I ,r I ,z - LOT 3 SEPTIC - ,r'- z n I 12.40 ACRES INC. RNV SEPTIC VENT °p Y o 0 o i ut a qI I 540.204 SO. FT. CLEAN OUT : N w o cr) 100' p w O w n: Z Cw'3 ! : 12.37 ACRES EXC. R/W - - z z Q 3 Q w Z I {n 538.641 SO. FT. ¢ Z p= 3 F a 1 I° I I .11.74 ACRES EXC. EASEMENT O LLJ N WzF=v9° I I~ 511.317 SO. FT. w¢0 3c7N0¢((-3 dl Z 0 C) z`z°c°~` AQ Q ` i gX Q Z ' I~9~ O4 - chi O 41 to ~ ° L F- psr• 5 ~ a cr 22 5w u lip pcr("E cc v2 ~p9 C Z 1 mo Q O F O w.. ,/~/G?~ LOT 4 w z O 12 2AC. INC. ESMT: g2 /c, 'to UO_~ Q O N 05.581 SO. FT wn~~Wmm Zee v(2. AC. EXC. ESMT.//~ rn O O _ 3.308 SQ. Fr. C' uj d 1z 3 I` z ~ LLo ¢ 0 Q = ¢ ~ °z=¢oX z~ i rye. , rn x ¢ ° ¢O r ° W C ° ¢ w w_ w wwU~ 2 K 231.1 g' ~~Oa 420.46' Q J Q ¢ m N8 °29'28"W 651.64- SOUTH LINE OF THE NE 1/4 ' OF THE SW 1/4 ACCESS TO LOTS 2 AND 4 tU1 G.(]pf~Q4 u [D L~GQMn DD s OVER 66' ROADWAY EASEMENT - - - - - - - - - - - - - - - - - SCALE IN FEET 7 " = 150' THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET 1 OF 2 SHEETS a J08 NO. 04-68 DATE 6-02-04 150 O 150 Vol 19 Page 4982 % S, Liz, ~ ~ q CL-F i H :E 8 2 1 1 4 4 20 SK TALEEAPH GE 5176 T REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 03/21/2006 10:46AH THE WEST LINE OF THE SW 1/4 OF SECTION 4 CERTIFIED SURVEY HAP BEARS SOO'39'44"W AS REFERENCED TO THE ST. REC FEE: 13.00 CROIX COUNTY COORDINATE SYSTEM COPY FEE: PAGES: 2 SOO'39'44"W 2644.54' o UNPl ATTCAD LANDS RECEIVED ---8----77-.-1---6' I 1 NOO"39'44"E WEST LINE OF THE SW1/4 , I tn I 1 w- m N O B O • z _ y~rlID A Off' • 1 Cn D• ;a v -n p m to O 'n N m O rZ*7 --r 4990 v Co -M y0 DO O~rn DO rn0 r ? rn ar7 fn C~J I 1 C7 Cy m55 mo rQ r~io 6o 0 O T. Om m m \O ~ W cn N 28 m M z r~• , z D M °z A- ° ~ ST Ci10D(COUNTY _ w C, Z z ° c m Q P I 85 ill'S FiC-t' m m A rn IIF- o ~ z to ~ of D D ° ° A ~ O V ° z -P 7 0 $0 (0 2_4 0 rn C v EA D f Q ME M _V -0 lay I 'Z"+ A Zy r++ r*1 0 m a rTl m 0 0 00 its !E (S3{ ( D O O O O r- _ m m c Z 439..,34- w - to m C z -a n ° a m m° z 0 m NOO'42 08"E I cn m m 5 v -M om m -a m 401.91' 37.43'-r-- I \ w (n C N..~ m tNl+ U) O m man\~ C-3 = o o A w N N O n~rn Q I pm~O \ O D r- Z rr*7 NN X o ♦ o~go L_ o~z~o C3 "t A co Z o Y z ~~~~n Q I n Nmp D to rn M \ D o D D <O m m 1 G') p r*+ IN ° O -m1 o O~ D V AV) N I i N = ~ 0r-Z Z C" Uo o p Cn 3p OOr~OCN t0 Z ~pc~n---+\ N L. U fZn (J+aNj j N (n tv to -a to 1 W II t`°i.Oo cn co . co D co °I V W~ OOwZ o i G tv (_7r W w N N N D %v in X v I m G; X S2° z M ,1 C ~9 v O C! .81 rn N C" O W N M PA-Z-rON W tT ~w p -'m C';0 v W W w to niV_ :E fA - - SOO'54.4`2"W 477.87 i : . 60 C 1~ m m w A Urn N ~cv~ p_r^N ` ;g ~1 <a'~ W r• A ~ ,~a ♦1t rri tr 'V?9363 ~.r'? tw°n -n o ' 501'049 49. N I i Z o rn 1(__n 56z D z a. m -400.19'-l I A 1 cp o < n x-1 m o (n rn row C'7 C, Z_ ~ 50041'05; E 1.93' I N y r*i 4 .26 C> C) m rn = o~og--367.17'--- T 1 Cam/ 0 C-5 z = g ~¢Co Iz:I Fr' m O- 0 Oo O X -P N 66'WIDE ACCESS C) c + c u) ~ ° ^o' EASEMENT AS SHOWN ON s C p (959.31') CSM VOL.19 PG.4982. kn z 9 S01-09''34" W 959.38' I ~aal z o z °v ICtIi M~IPLQ° 4 U'C ©L~Q IDOSS ( I v' c'i~ z v'T' C d& ct" , CURVE DATA TABLE (ALL LENGTHS ARE IN FEET) a, rrl Curve Radius Central Chord Chord Arc Tangent Bearings Number/ Lot Length Angle Bearing Length Length Tangent In Tangent Out A v to ;10 C1 283.00 42"12'19" 522'00'51.5"W 203.78 208.46 SOO'54'42"W S43'07'01"W CID J z m m C2 233.00 41'05'55- S1 9'38'1 5.5"E 163.57 167.13 S40-11'13"E SOO'54'42"W A c) A = A C3 80.00 45'04'10" S21'37'23"E 61.32 62.93 SOO'54'42"W 544'09'28"E N < C4 80.00 135'04'10" S23'22'37"W 147.86 188.59 S44'09'28"E. N89'05'18"W = z n 3 80.00 103'15'26" S07'28'1 5"W 125.44 144.17 544'09'28"E 559'05'58"W Z a) M 4 80.00 31'48'44" S75'00'20"W 43.85 44.42 S59'05'58"W N89'05'18"W p m C C) o ~c SHEET 1 OF 2 w Vol 20 Page 5176 1 of 2