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HomeMy WebLinkAbout040-9999-99-028 f 'b Wisconsin Department of commerce SOIL EVALUATION REPORT Page l of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County ;,!► r ST.CROIX Attach complete site o per ss than 81/2 x 11 inches in size.Plan must include,but not li d erti nd horizontal reference point(BM),direction and p x • (Pending) percent slope,s dim ions,north arrow,and location and distance to nearest roads X61 CROy Please print all information. Aewed by ; Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). CoUN Property Owner Property Location KERNON BAST/DONALDA J.SPEER-BAST Govt.Lot ----NE 1/4 NW 1/4 S I T 28 N R 19 ©r© Property Owner's Mailing Address Lot# j Block# Subd.Name or CSM# 948 LaBarge Road 28 -- Cottonwood South City State Zip Code Phone Number aity Village ■ Town Nearest Road Hudson, WI 54016 ( 651) 324- 1147 Schwalen Drive New Construction Use[D Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial-Describe: Parent material glacial till Flood Plain elevation K applicable 1 A fl• General comments MOUND SYSTEM-- 1.17 ft.sand fill--0.4c loading rate and recommendations: System contour and design to be finished before building permit is issued. (6-8"frost) yd J�j Z Boring# Boring 11 Pit Ground surface elev. NA ft. Depth to limiting factor in. Soil:Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 *Eff#2 1 0-11 10YR3/2 sil 2f-ma&sbk mvfr as 2vf-f 0.6 0.8 2 11-16 10YR4/4 fl£10YR4/6 sil Ifpl mvfr cs Ivf-f 0.4c 0.6 3 16-24 10YR4/4 mid loYR5/6&10YR6/2 sicl Ifabk mfr -- lvf-m 0.2 0.3 some rk frag (/ 0 3] Boring# Boring 1057.1 22 Q Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 0-9 7.5YR2.5/2 sil 1 fpl mvfr as 2vf-f 0.4c 0.6 2 9-19 7.5YR3/4 - sil Ifabk mfr cs lvf-f 0.4c 0.6 3 19-22 7.5YR3/4 sl Ifabk mvfr ate' lvf-f 0.4 0.7 4 22-30 7.5YR3/4 t2£7.5YR5/6 sl Om mf -- -- 0.2 0.6 Horizon 4 has some gr. Effluent#1 =BOD >30:5 220 mg/L and TSS>30:<150 mg/L Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Sign CST Number MARY JO HUPPERT Hollister's Soil Testing&Design 224832 Address Date Evalua ion dulled Telephone Number W9875 690th Avenue, River Falls,WI 54022 12-01 - 13 715-426-1775 Properly Owner BAST,Keeton(Lot 28) Parcel ID# (Pending) Page 2 of 3 4 Borin Boring � g# 0 Pit Ground surface elev. 1056.5 36 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 0-13 7.5YR3/2 -- sil 2f-ma&sbk mvfr as 2vf-m 0.6 0.8 2 13-14 7.5YR5/4 -- sil 1 fpI mvfr cs lvf--f 0.4c 0.6 3 14-24 7.5YR3/4 -- sil 2fabk mfr as lvf-f 0.6 0.8 4 24-36 7.5YR3/4 -- sl Om mfr -- lvf-f 0.2 0.7 Horizon 4 has some gr. L/DEI Boring# Boring 1056.9 32 u a 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 1 0-10 7.5YR3/2 -- sil 2f-ma&sbk mvfr as 2vf-f 0.6 0.8 2 10-14 7.5YR4/3 sil 1 fbl&Ifabk mvfr cs lvf--f 0.4c 0.6 3 14-20 7.5YR4/4 -- sil 2fabk mfr as Ivf-f 0.6 0.8 4 20-32 7.5YR3/4 -- sl Om dh -- Ivf-f 0.2 0.7 Horizon 4 has some gr/rk frag. F-1 Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 *Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<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. SBD-8330Teg(R.07/00) o y &n /VVpVu--jn,,,, ovo , � i I W 10'--I► 10! OD I I I (DO . N r � � w I � I INSr vc O n p m i I l o I Mot c I i m I ,.. m., x � v' I ! I PD I I - ao � cn I 5' 5' h 125' 5' I I m c cn — , w v ° o 26'3 o cn 2 o214.7 w m o° osi o NORTH - SOUl/H 1/4 LINE ��A� AML so — A�VENOM MMIS loft\ r1 Wisconsin Department of Comm SOIL EVALUATION REPORT Page I of Division of Safety and Buildings n accordance with Comm 85,Wis, Code County S„ cror:)0 Attach complete site plan o per not less than 8 112 x 11 inches in size.Plan rkitit include,but not limited to:vertical and horizontal reference point(BM)„8 ion and ' Parcel I.D. percent slope,scale or dimensions,north arrow,and location and distanWolparest r eview .. Date Please all inf o rmation. :5 <0�; Personal inforrnaliion you provide ma be used for seconds purposes(Privacy La, 3('- 1 m Y M Y secondary P rPos ( Y 5.0 ( )( )) i Property Owner Prope cation CrvAon r e- PP,j�VyX. Govt.Lot IV E 1/4 NW1/4 S / T 7.0 N R /I E(or)0 Property Owner's Mailing Address =.� Lot# I Block# Subd. Name or CSM# l q B La O su- L Q oo,t 3j, 1 Co'fo»r.ro'cd S6 A /A' a,d.” City State Zip Code Phone Number ❑City ❑Village ,Town rNAcrest Road 11"S&n I v, 5,10,to I ( I 7' ">' 1661iWIA., I� New Conduction Use:I!9 Residential/Number of bedrooms_"t_ Code derived design flow rate Goy+ GPD ❑Replacement Publliic or commercial-Describe: Parent material -Al/S .X e i3 Flood Plain elevation if applicable General continents and recommendations: System Type �,�f f�40 System Elevation [-7 Boring# a Boring Pit Ground surface elev.L 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 ,3 © Boring# ❑ Boring Pit Ground surface elev. Z ft. Depth to limiting factor V 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 L IOU, 3/1_ i a M le., cr 24•t . ` .2 ,1' %J Io Y.-X/1 cl �. 1� k 1W �F •y ,6 '7.f. ♦Y lo Cat sox,, ''/3 sc./ o 'Effluent#1 =BOD >30<220 mg/L and TSS>30<150 •Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST game(Please Print) _ _ lure CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address ate Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5 7 � —� 715-246-4516 Property Owner_ Parcel ID# Page of Boring# ❑ Boring pit Ground surface elev. ft. Depth to limiting factor in. -4- Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 104t / 'Rav r"f" Ct 2«� . 7- ' D Ifu., sw r"Or- Iw T__i a 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 'EffIQ I I ❑ Boring# ❑ Boring 1:1 pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 I 'Eff#2 Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODs<30 mg/L and TSS 5 30 mg/L I 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. 580.8330(R.6=) Soil Test Plot Pla Project Name Kernon Bast Sh Bi Address 948 LaBarge Road Hudson Wi 54016 TM #226900 Lot 28 Subdivision Cottonwood South 1 st Add Da 11/26/13 NE 1/4 N W 1/4S 1 T 28 N/1419 W Township Troy Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation TBD *HRPSameasBenchmark B.M.* B-1 100' B 2 5 5' 0% Slope 30' Scale is 1" = 40' 11.4 50' unless otherwise B-3 noted "3 8- roperty Line German Ct. COUNTY PLAT: LOCATION SKETC COTTONWOOD SOUTH FIRST ADDITION ��NOTTo C" LOCATED IN THE FRACTIONAL NE1/4 OF THE NW1/4 OF SECTION 1, T28N,RI 9W,TOWN OF TROY,ST.CROIX COUNTY,WISCONSIN. SEr LEMENT DR. CURVE DATATABLE CHWALEN OR CURVE A RADIUS CENTRALANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANOENTN TANGENT CUT C1 239.00 61'0661, N04'16'64.6•E 201.17 206.0 N69.5043E N984126E x C2 107.0' 90'64'26' N13'3752AW 249.1, 282.46 N34.49WE Na2Y1006W c~t CS 00.0 281-44'12 N63.5714E 12o.W 366.40' 334'4940W N46.64SM C4 80.00 21'9997• BE06931.6W 3o.oa 30,24' 884.49201W 813°0943W 1 AREA C6 80.0 91°26'69 832.33'14.9E 114.61' 127.00 813°0949W B7WIS-I2E Ce 80.00 102'4798' N60Y999E 126.04' 143.53 8781a'I2E Na1'09'50W TOWERROAD C7 80.00 48'81'02' N29.5921W 62.32 84.09 NOI.03" N4091'52W CB 80.00 61'20'60• N21.1427W 89.82 71.89 N40'54'62W N04-2558-E co 238.00 88.3159' N2W4939bW 266.68' 270.W N01°4658'E N8Mo W C10 23340 23'1943' N071049.6W 99.79' 94.44' N09.2651E NIV4726W C11 233.00 43.1740 N402a76W 171.91-4 170.00 N78.4148W NB2'0856W C72 238.0 22'4947' N10'68'28.6'E 92.25' 92.84' N22'2340E N00°2B47W C13 239.00 08'3890 N19.O605E 28.60 28.67 N22°23'20'E N76'/O'90E 014 233.00 10'1311, NW-49IIEE 06.70 66,97' N76°481i0E N002947W THIS INSTRUMENT DRAFTEDBY EWMRANLM C16 107.00 90.16'90 N4441W 239.70 P89.14' N89'6049E N00'2B27W JOB NO.1 310 BATE 1ip1N9 WIRESA C18 90.00 89'435-4 N...185t.6W 720.97 140.99 N00°2832VV 869°60'�'Vd .DABLE I ZI I qi I I I I C_O_TTO_- OD SOUTM ---I jI I COTTONWOOD SOV_TH TED LANDS I I 1 B I _EYOTHERS I ( III I 13 I 11 DRAINAGE EASEMENT DOG.'898231 I I �$2 1916.80` .w L.- .o N89°00'23°E �• w 310.90' DRAINAGE EA NENTDOC.#B9BZ11 S Ni/4 CORNER NORTH WE ...._�-- 10.10 -42.62 r BECTIONI .� r ._ __.20.9.fi0___________ _____'__._219.00_•�__•• -- 624.49 '_- /90.85' .__._. H.W.L..1044.0 126' 1 I s6'ze I I 1 I r y. I i OUTEN SPACE 3- 'L ' HW FOND ! `. . .L.-1044.00 j i It 1 I I I I I � 7i I 6.49ACRE8 I 237,064 80.FT. a).\ i 26 1 I I •. 82 I I ( 110 N89°8043E19L8/' \ 1 WATER ELEVATION ON �9 I 1 • '- i 4� MAY 16TH-1042.6 LOT 35 I I LOT 34 I 1 LOT 39 -- -- L I I 67.1x6 80.FT. I I 2.00 ACRES 1 1 2.01 ACRES I I L.B.O.-10130 87,126 SO.FT. 81,862$0.FT, I I j LOT 29 ` I, Fa \ I I L.B.o.-1887.5 1 I L8.0.-1013.0 ! I @ I 75' I eiaze Ff. $\ I I I$$ I I I LE.o.-1a46o A i \ i 129 I / i I 1 1 �•--•--•--•=-•--•�-•--• -� \\ B.M.ELEV.-.1047.28 471.91' \ 74.&7 •--•--•-�2a LTEM1y%IY w/ \ L CULDE-&.0 / °q1, \// 87,12280.FT.N €sE ---SCHWALEN DRIVE a q \ �5 \ \ ! \ ` N89'6D23•E 467.38' ��� \\ \\ \\ ` ._- \\ J ---- --- --------- 24. _`._. -661.84- - -C_j 47.69 ---f ? -- +a\ -i25'� � 176' j LOT 32 I ( LOT 3� H & I pi I 2.46 ACRES i 70 , I j I .�I ti� I \ LOT 28 !I N i 61x itoB,xae SQ.Fr. 12 F +B. . .8 aa r. I Oj L---------•---� -acs ♦ I OI •WW1- b �)-•-'-•�L} -New6o'23•Ea99.79-•---•-._,_._._._.-7 � -I I &�•Z F S 41 I I p 1 R-W -N89°6023E 369.10 T� i ! r'--•--•=-•--•--•--•--•--•--•- \ -•--'- CS Do\Z I { // LOTACRRES T y � I j 87,140 80.Fr. �i i!2 LI I 26 I �_ J j I I •-•-•-•-•-lV-•r-�7o36oIE .,L N44._-49 44E 1 •-._..._._ E ..04i -mnnn 489 4.za I z . 2�1 I _,_.-._. gl �\ �•� L_.-_._ �e e jLOT 30 13.96 ACRES I b I 690,126 S0.FT. I g NOTES: I TEMPORARY CUL-DE-aAC(99 I REMOVED UPON ROAD EKTEN 1 I FENCE LINES ALONG THE EAS PROPERTY LINES HAVE NOT BI AND ARE ALMOS NON E*811 AREAS WHERE FENCE POSTS ATTACHED AND THE WIRE RUI N89.8442•E 1241102' ' 193.W 1 89 41 1 OPEN SPACE 304.10 N. 1 i 889°94'22"W 314.18'7' SOUTH LR F ITHE FflA O 14 q CRIES . 5 ACRES SO,F7) UNPLATTED LANDS OWNED BY OTHERS 24.05 ACRES UNPLATTED LANDS UNI LATTED LANDS 16.03 ACRES ( OWIJED BY OTHERS OWNED BY OTHERS -RESIDENTIAL I TRAM CHOICE I S CORN SE ER SECT ON 1 LEGEND I =16.03 AC. TEMPORARY CUB-4E-SAC DETA JL ALUMINUM MONUMENT FOUND CORNER MONUMENT FOUND '13.55 AC.) a MASDNRYNMLFOLM LOT 39 0 I SETBACKS 18 AC.)1 TOR 2 1'O.D.RON PIPE FOUND p LOT 34 I 76'FRONT �e 10.09 60'SIDE YARD(LOTS GREATER THAN 2.60 ACRES) =24.05 AC. ■ 3/4•IRON REBARFOUND 26'SIDE YARD(LOTS LESS THAT 2.50 ACRES) i-LOT 29 G 9/ N9BEa29'E 467.70 60'REAR YARD(LOTS GREATER THAN 2.50 ACRES) 4•X .IRON I E AR BET,WE GWNO N.�y.E r' q 26'REARYARD LOTS LESS THAN 2.50 ACRES) )T31 1.60 LB9.PER IJNFM FOOT 1 11N•%1a•IRON REAAR SET,WEMM 15.OT NB9. 27E 467.90 DRAINAGE EASEMENT; I-LOT 35 4.90 LES,PER LINEAR FOOT DO $� / NO CAVNER OR RESIDENT SHALL DO ANYTHING,WHICH WOULD INTERFERE WITH OR CHANOETHEOPERATION 01 COMPREHENSIVE BTORMWA7ER MANAGEMENT PUN,SEDIMENT AND EROSION CONTROL PLAN FOR THISPUT.I )1 AC.) -•_-BULORG BETBACI(UNEgA�l R NOT LINKED TO,BULDWO UPON,OBSTRUCTING,ALTERRO,FILLING,EXCAVATING OR PLANTING W ANYOR4N BTORMWATER PONDS,WATER DRAINAGE DITCHES,WATEfi RUNWAYS,WATER CULVERTS,OR BERMS. 12 WIDE UTILrfYAOflAINAOE EASEMENT r�4`\. IRIUTY EASEMENTS ^(5.46 AC.) .�._PROPOSED DRIVEWAY LOT 32 NO POLE OR BURIED CABLES ARE TO BE PLACED SUCH THAT THE INBTALUIION WOULD a9RRa ANYaU1VEYB 0 VISION ALONG ANY LOT LINE OR STREET LINE.THE DISTURBANCE OF A BURYEY SrANE BYANYONE N AWOUTNOI (2.519 A('..) o.w.ne c.ec. OF WISCONSIN STATUTES.UTILITY EASEMENTS AS HEREIN SET FORTH ARE FOfl THE USE OF PUBLIC SODIE9ANp -'• '�'� UTILITIES HAVING7HE R&4NTTORFRVFTNFAA9A