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HomeMy WebLinkAbout018-1077-30-070 - ORIGI #2465 41'sconsin OIL EVALUATION REPORT of 3 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 0 Division of Safety and Buildings Certified Soil Testing, LLC County Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I. D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 018 1077-30-070 Please print all ' Revi d By Date Personal informati iu pr ern be orREGErlYO>I{~rivacy aw, s. 15.04 (1) (m)). 5 Q~ Property Owner Property Location Mikla, Mark 2 2006 Govt. Lot NW1/ NW1/4, S35, T29N, R17W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM 413 CTHW B ST. CROIX COUNTY 3 CSM 20-5137 City State ip Code Phone Number City Village ® Town Nearest R Woodville WI 54028 715-698-2136 Hammond 1925 CTHW\ X New Construction Use: Z Residential / Number of bedrooms 3 Code derived design flow rate GPD Replacement r ! Public or commercial -Describe: Parent material loess over pitted till Flood plain elevation, if applicable NA ft. General comments install F x 91.2' rock cell mound on 99.5 contour as upslope edge of rock w/ 1.0' sand fill @ 0.4 gpd/sq ft and recommendations: basal loading Boring # Boring X Pit Ground surface elev. 99.1 ft. Depth to limiting factor 28 / 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 0-8 10YR 3/3 - sil 2 f sbk mvfr cs 1m .6 .8 2 8-16 10YR 3/4 - sil 1 m sbk dh gs 1m .4 .6 3 16-28 7.5YR 4/4 - sl 1 m sbk dh cs lm .4 .7 4 28-30 7.5YR 4/4 f2d 7.5YR 5/8 sl 1 m sbk dh cw 1m .4 .7 5 30-60 7.5YR 4/4 f2d 7.5YR 5/8 sl 0 m dh - - .2 .6 T F occasional gr, cob, st w/ pockets of s (0, sg, dl) below 16" M Boring # Boring ® Pit Ground surface elev. 99.8 ft. Depth to limiting factor 29 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtT in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-11 10YR 3/3 - sil 1 m sbk dsh cs im .4 .6 2 11-18 10YR 4/4 - sil 1 m sbk dh gw lm .4 .6 3 18-29 7.5YR 4/4 - sl 1 m sbk dh cs lm .4 .7 4 29-35 7.5YR 4/4 f2d 7.5YR 5/8 sl 1 m sbk dh as 1m .4 .7 5 35-60 7.5YR 4/4 7.5YR 4/ 4/6,55//8 sl 0 m dh - - .2 .6 H5 has a few small pockets of s and occasional 5YR 4/4 cl inclusions ' Effluent #1 = BOD5> 30 < 220 mg/L and TSS >31- < 150 mg/ ' Effluent #2 = O 5 < nd mg/L CST Name (Please Print) Sign atu : CST Number Henry F. Grote c 22774 Address Certified Soil Testing, LLC Date Ev uation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 6/20/2006 715-233-0398 SBD-8330 (R.07/00) , Property Owner Mikla, Mark Parcel ID # 018-1077-30-070 Page 2 of ~3i ' T J ` % 3 ] Boring Boring # Pit Ground surface elev. 99.2 ft. Depth to limiting factor 26 I in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure ' Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr..Sz. Sh. *Eff#l *Eff#2 1 0-12 10YR 3/2 - sil 1 m sbk mvfr cs 1m .4 .6 2 12-26 10YR 4/4 - sil 1 m sbk mvfr s. ;cs ~m .4 6 3 26-30 10YR 4/4 fed 10YR 6/3 sl 1 m sbk dsh cs .4 i .7 flf 7.5YR 4/6 4 30-46 7.5YR 4/4 c2d 7.5YR 4/6 sl 1 m sbk dh - 1m -".4 .7 common massive gy si coats on peds and large inclusions 5YR 4/4 cl in H4 >u ' Effluent #1 = BOD5 > 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. SBD-8330 (R.07/00) Certified Soil Testing, LLC 1 ~-J vs 11c-__ \ CAU-,) b CJ ~.r•'w~ 0. ~.nr. awn Ov.~ 0 o 3 S2i c < ~~a2 c~ ; Y. tt~ 2 ~i VIVO 3bS~ ! S`. ~X ~X9 qw:~ I6s' L~g,os W Pv ~ one 8 1 52-7 1 VOL20 PAGE 5137 Rx STEGIT~STS~R D8 T. cROIx Co. R C iliCfilVfiD FOR i~ECORD 12/29/2005 09:30AN CERTIFIED SURVEY NAP REC FEE: 13. 00 COPY FEE: 3.00 PAGES: 2 CERTIFIED SURVEY MAP Dennis and Teri Foerster RECEIVED Located in the Northwest 1/4 of the Northwest 1/4 of Section 35, T 29 N, R 17 W. Town of Hammond, St- Croix County, Wisconsin. ft t r 10 8T. CRW COUMV kff&YOR'S REt NORIHWESTCORNER 1/Ap1 NORTH LINE NW I/4 SECnG 3S T N• R W W Yt~ dAM LAM$ NORTH 3s. TTERCORNER SECrION g$, T !q N• R 17 W 6 '(Pound Bemtsen P[C" Na~1) N 89°54'73' E ?bS8.1T _ _ _ D PROP. DRIVEWAY ' NORTH LINE NW 1 - NW 1 St N 8 • ' w$ '•p 06 M h (Pound Bentsen "PK" Nai7) ' N 84'44" E .66' 1029.06' $ od ! •148' !Soo 13gq~ Wg 00so • EXIST. 05 5.00 - - N 89 54'39" 8$ 6x5.51 - 6 6 kWEWAY - _ J _ - . - JOY•i~~L N I - t3 M,441 /T g i9o5C.T.li l" a I SE117C nHSE pt( A 8 vn k, r1-E11T~ Hc~ao~77 O~ ~ (erc2,en,~ ~ SHED Sag* 33''W M ~I I Lnl 3 I r LOT Z I 28 .00 34.820A0W5 ~e 15147 QFT Sx $ 32775AACRRS g ' 14=s1~t Fr. I l-1 x ~'J I I 80.00' BUHAINGSK A KUNS (10o' PROM R/W LINE) g~ E 3 z ~i eei - 0.06' SOUTH LINE NWI -NW1 I I pN8995644^W 1ggys8'•tUse t~q VN-PV ls.S[ jrnNJ* Soak to Fact a a•I W F.EST QQUARTER CORNER Bearings an r4jsnaoed to the !North tint of the ~ i/4 CIION35.T29N,R17 W of Setxion 3:n asnaned bearing IV 89• 54• 93" B. (Found a bon Pi LEGEND g o oN~~ weighing aM"O. /bs.1perltion Pipot et -13 , 4f Found 1 "Iron Pipe 8 s7i3 A Ind icatea Soil Boring ~SELDEIVVII.LE a wi. Section Corner Monument 0 fas noted) DATED - • . •'~q OCrOBFR sy, ~ inn $ x - Irrdioates Fence , This Instrument Drafted by Mark W. Peavey Recondedd* SHEET 1 OF 2 Vol 20 Page 5137 q*4 Parcel 018-1077-30-070 02/22/2008 09:30 AM PAGE 1 OF 1 Alt. Parcel 35.29.17.537A-06 018 - TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 01/20/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - MIKLA, MARK E & SUSAN M MARK E & SUSAN M MIKLA 413 CTY RD B WOODVILLE WI 54028 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 1925 CTY RD J SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 3.001 Plat: 5137-CSM 20-5137 SEC 35 T29N R1 7W PT NW NW CSM 20-5137 Block/Condo Bldg: LOT 03 LOT 3 (3.001) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 35-29N-17W NW NW I Notes: Parcel History: Date Doc # Vol/Page Type 02/14/2006 818577 WD 12/29/2005 815271 20/5137 CSM 07/24/2002 684932 16/4339 CSM 07/23/1997 706/252 I 2008 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/06/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 3.001 300 0 300 NO Totals for 2008: General Property 3.001 300 0 300 Woodland 0.000 0 0 Totals for 2007: General Property 3.001 300 0 300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of SOIL EVALUATION REPORT Page I of 3 Division of Safety and Building in nce with Comm 85, Wis. Adm. Code ~Y 1 G RO 1)< Attach complete site plan on Pape less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Panel I.D. Percent slope. scale or dimensions, north a ; andtoc~attionL. distance to nearest mad. 8 /0 77 -,30 - O&ew Please print all rn~atrrti~i r 4 Revie by Data Personal intom►aron you provide may be used for ry Purposes (Prwacy Law, s. 15. (1) (m)). Properly tamer % (1(, Propfly ` Denrai s anc( -rcri Foe s+c. r=. , Govt Location 1/4N14 1/4 S 35T 29 N R t-7 E(or)@ Property Ownees MOM Address t,. ~ : X C o IN T ' Block # Subd. Name or CSM#~ ~ City State Zip Code Phone Number ❑ City ❑ V loge 2Town . Nsfiriest Road Baldwin WI ooZ (?I`s) g.,f-3&7j HgnAMOND -c j ® New Construction Use: Ig Residential / Number of bedrooms -3-'+ Code derived design flow rate 4 5 O - !o bC GPD ❑ Replacement ❑ Public or oommerdal - Describe: Parent material Flood Plain elevation if applicable N JA ft General comments and -f A4 15 A-6Z a k / 5 5 L- i -rA Q r- -f- Fo A- A Moun)r 0. o. W. ~ . s wr-r•ii /3 rn~~rf Es o~ S oar v 99, 'i~z M Boring # ©t3onn9 / ® Pit Ground surface elev. 19- 42 ft. Dept's to limiting factor Z 3 ✓in. Sob Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Murnsell Qu. Sz. Cont. Color Gr. Sz. Sh. '0111 'Eff#2 i D-l2 1D YR3/1 - Q 2vc- bK M• r- C s m z 12-23 i v Yo. 'yl e S i c. l 3 T 6K ro i C W 3 F 3 23-31 10 Ya- ~'/~F 1-F ~ • s rR S/S S r C, 3 rn bK m v-F i cis 3 „F 31- 1 1(9 -7/q - f S p S M I - - 1704 / d Yr2 `/4 S C 1- MI}35ov M OP I COWL E'f 1,9A) S F i Boring # ❑ Bc ing U ❑ Pit Ground surface elev. 99-12- fL Des to WON factor2 4' n Sod ication. Rate Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/If° In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EW1 'Eff#2 l Q-I lO YM 212 _ X '2-rn pl mfr C 5 r'Y1 2 3-Z lv'rR 4/4 - 5i c. 1 2 m bK tr ~ i s 3 v-r- 3 24-3 l oYIZ. -E 3d -1: s Yre s/8 S i c- 1 2 v C bK rr) V ~F i 9S 2 of 1 3'x-17 1 O L r2, 'Ito m -7. SYnz 5 1 2 m b K rn -ri a S - .57 Yre'4/ 51 20 . be, M -f r - - ' Effluent #1= BOD > 30 < 220 nWL and TSS >W:5 150 nV& ' Effluent #2 = BM 130 nv& and TSS 130 mgll CST Name (Please Prim Signature CST Nu mtw O r-n!n! r K. j,,_8 pIC_tjT ?59 9 3 Ak Address Evaluation Conducled Telephone Number 28 12 IoT=+ SPAIt3" VALLeY_,wl 6'4-71-7 0<,T. 7 2vo6 i S~ 772 -3'SF~f2 Property owner F O C r S4 e-r Parcel ID # page Z of 3 Bori ❑ Boring F-3 ng # ® Pit Ground surface elev. 87.54 ft. Depth to limiting factor 3 ✓ in. Sod ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff" 'Eff#2 0-110 lo`f ft -3 2 - .Q Z l M 3M z b-35 tom 5 I'S of 10K m f 5 3 v-F 3 35-60 1or24/~ -~Ij 5`X'`''`'/6 Sal 2-m bK MOfi aw 40-6b 1D%(a-s/y- - S l I b~ m f r a w - 5 66- 1orrg Q I - - -~f eA<5 i-v6f- -rh Soo/& # S M N E /vN 5 AS vn/ D /Q/ l pie l nl ' i~. ~ ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munseii Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Desaription. Texture Struchxe Consistence Boundary Roots GPD/ff in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'EMM 'Eff#2 Effluent #1 = BOD6 > 30 < 220 mg/L and TSS >30 < 150 mot ' Effluent #2 = BODS 130 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. 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