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HomeMy WebLinkAbout004-1012-80-000 (2)Drv4'M.isconsM Deparad nent of Safety and al Services y Division Of lndUstry Services SOIL EVALUATION REPORT Page in aowrdance with Comm 85, Wis. Adm. Cade CuntySt. Croix Attach complete site plan on paper 8 1f2 x 11 inches in size. Plan must include, but not limited to-- reference point (BM), direction and Puma! I.D. 004101280000 Percent slope, scale or ' arrow, and location and distance tq peanest road. /" L'. s a111nf0nnadQn. / 3' R Date Personal mform coon you maybe used for spWnc}ary pub ! i Owner GMa Bunnell (gunnel IRT) -Property fJV1f 8 28 15 0 c 1/4 1/4 S-- N R E (or) W Property2741 6 Owner'sAve. Mailing Address ,r� lot f3lods Name 2741 80th Ave. { CftV State Tip Code Phone Number Wilson Wisc. 54027 715-698-3014 ad itY ��' ' Towm 60t I NearestRoad UseE] Residential / Number of bedrooms Code derived design flow rate GPD Pubic or commercial - Desaitie: arerrt Glacial tiN Food Plain elevation it irat7leNlA uenerao con>tnerr�, rorourxl system -Contour El. 97.9 and recnmrnendations:'Plow 18' Soil application rate 0.4c (2mpl) -Comm 83.44(4)(b) Boring # © BMW Pit Ground surface elev. ft Dew to 1kniling factor 27 Horizon Depth Dominant Color Redox Desc npbwi Texture Structure Consistence in. Munsell Qu. Sz- Cont. Color Gr. Sz. Sh, 1 0-8 10YR3/2 sil iflrlc mfr 10YR4/2 sil 2mpl mfr 3 10-27 1 i0YR4/3 j sii 2mbk 27-44 10YR6/4 s 2mbk El Baft # U ® Pit Ground surface elev.97.9 ft.Depth to luting factor 29 Horizon Depth Dominant Color Redox Description Texhne Structure Consistence in. Munsell Qu. Sz. Cant Color Gr. Sz. Sh. 1 0-7 10YR3/2 — si1 11bk mfr 2 10YR4/2 si! 2mpl n* 3 sil mbk MIT 4 J;�OY�R6/4 �fld�10YRM6�atn�"—�ks c1 mbk Effluent #1 = BOD > 30 < 220 mg& and TSS >30 < 150 mgl CST Name homes w. a Print) C2�s_ Address tang Plumbing & Electric P.O. Box 263 Woodville, Wisc. 54028 MM Effluent #2 = BOD 5 30 Z� Date Evaluation �conduged 7/3/2013 in. H. Soil Application Rate GPON 'Efi#1 0.4c 0.0' 0.4c 0.4 "Eff#2 0.6 - 0.6 -6 Soil Application Rate Roots GPDM "Eff#1 I 'Eff#2 3 2 0.4a 0-6 0.0• 0.2 1 0.4c 0.6 •— 0.4 0.6 and TSS c 30 mg CST Number 962178 Telephone 4 e6 SBD-8330 (R07/13) First Bank of Baldwin Property Owner Boring # Boring R pit Ground surface elev. 96.8 ft- 010-01015-0810 Parcel ID # 2� Page of Depth to kaniting factor 30 in. -on7 ,rynn1knthn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Stricture Gr. Sz- Sh. Consistence Boundary Roots GPDM 'Eff#1 I 'EfW 1 10 10YR312 sit 1 fbk mfr as 3 0.4c 0.6 2 OYR42 sil 2mpl mfr as 2 O.0' 02 3 '17-30 OYR413 Sil 2mbk mfr Cw 1 D,4c 0.6 4 OYR614 f1d 10YR5d6 streaks cl 2mbk mil cw — 0.4 0.6 F—I Boring # B-org Pit Ground surface elev. ft Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz_ Cant Color Texture Structure Gr_ Sz. Sh. Consistence Boundary Roots GPDM 'Eff#1 "Eff#2 Boring Bowing # Ground surface elev. ft. Depth to limiting factor in. D H Pit Sod Awl tK- Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont Color Texture Strmre Gr. Sz- Sh. Consistence Boundary Roots GPDM 'Eff#1 I " Eff#2 Effluent #1 = BODS > 30 < 220 rg& and TW >30 c 150 mg& SB MMO (ItF IM) ` Eft #2 = BODS 5 30 nq& and TSS 5 30 ng& g r% 0 7� V, EL ci 6, ove F71- 9,rl CIO v"I 36 39 32 l�IEII E ,I E ,iti �..:V I �r �7 1 � i . r ,... I 0 200 400 $00ft DISCLAIMER: This map is not guaranteed to be accurate, correct, curr®nt, or compplete and conciuslone drawn are tfae responsiblllty of Iha user. r i 2mpl 0.0 gpd/ft2 Om = 0.0 gpd/ft2 Double Trouble With Soil Structure (or lack of it) Altering Soil Structure Comm 83.44(4)(b) • Compacted soil (0m) Plowing followed by intense vegetative growth — Incorporation of O.M. — May take years (seasons) • Platy structure (2mpl) -- Plowing moderate platy structure may reorient plates to improve permeability — CST must determine soil application rate St. Croix County Punning and Zoning Tliursdt{y. August 01, 2013 at 3:09:14 PM Detail Sanitary Information Page 1 of Computer #: 004-1012-80-000 Sub/Plat: 40 acres Section: 6 Parcel #: 06.28.15.85 Lot: TNIRNG: T28N R15W Municipality: Cady, Town of CSM: 114114: NE 1/4 NW 114 Owner: Bunnell, Gloria J. 2741 60th Avenue Wilson, WI 54027 State Permit: 405147 Issued: 06/11/2002 POWTS Dispersal: Mound 24" or more suitable soi Permit: Replacement County Permit: 0 Installed: 11/22/2002 POWTS Detail: NA Bedrooms: 3 WI Fund: POWTS Pretreatment: NA Notes Issuer/Inspector As Built Kevin Grabau >411100 - Not Required Pam Quinn Signed Off: Yes Maintenance Scheduled Pump _Date Pumped 11 /22/2005 5/15/2006 5/15/2009 6/5/2009 6/5/2012 6/712012 617/2015 Plumber Other Requirements Stang, Joe 2013 CSM to split 40 acres, soil report submitted for house and system south of existing dwelling Notification Notification 04/20/2006 Additional Notes Money Owed $0.00