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Home My WebLink About018-1099-46-000 (2) SAFETY AND BUILDINGS DIVISION ' Field Operations Bureau 13 East Spruce Street INSPECTION REPORT Chippewa Falls, . 547 ~ www.commercestatewi.us/sb sb ►scons►n dim Doyle, Governor Department of Commerce Cory L. Nettles Secretary Date of Inspection: 3/20/2003 RECFfy ANare and Address: Project Name: Ulferts Family Trust 33 Use: New - Residential MAR 3 1 2003 Legal Description: NE, SW, 9,29, 17W Site Number: NA Subdivision: Lot 46 Pheasant Ridge 1st A d. ST CRUIC64i1ifWd'Soi Tester Name and Address: Adq S humaker, CST 253309 Municipality: Town of Hammond ZONING oFFiCE County: St. Croix 2113 80" St Somerset, WI 54025 Plan Transaction Number: NA Sanitary Permit Number: NA Owner Name and Address: Ulferts Family Trust Wastewater Flow: 450-600 gpd 1022 170th St Persons Present: P. Quinn, A. Schumaker Hammond, WI 54015 This investigation was requested by the county to assist in verification of soil conditions that are possibly marginal for a mound system installation. One soil pit reviewed was evaluated in the area described on CST Schumakel's report for Lot 46 dated 12/5/2002. Soil conditions were deemed suitable for a mound system to be installed. The entire area was not checked however, and the CST is responsible for identifying similar soils in an area large enough to properly site a mound system. Frost conditions prevented a detailed evaluation of all soil morphological features. However, the A- horizon and first few inches of subsoil were unfrozen. Based on my observations in this soil pit there was at least 4-inches of subsoil material free of redox features and thus depth conditions appear suitable for mound system installation. If there are any questions regarding this report, please contact me. 4 - 046M'~ oy G. nsky, W ewater ecialist Ljansky commerce.state.wi.u E-mail 715;-126-2549 Fax 7151726-2544 Voice cc: gCounty ❑ Plumber ® CST ❑ Owner ❑ Other -of_ ge Wisconsin Dt17artmentofCommerce SOIL EVALUATION REPORT Pa Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County _ C Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ' 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. Please print all information. R • e Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 211a 410 3 Property Owner Property Location \ `,r Ls-{ iOovt. Lot E 1 /4SkJ 1 /4 S 9 T Z q N R / "7 E (or) e Property Owner's Mailing Address of # Block # Subd. Name or CSM# l Ok c7C) s 15-f - A4 City State Zip Code Phone Number ❑ City ❑ Village Eg Town Nearest Road 4~te ex. [p New Construction Use: [ji Residential I Number of bedrooms Code derived design flow rate _ S -1 _ G GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material L• I Flood Plain elevation if applicable ✓~1 14 ft• -_--p GG_ General comments Sf e rYN 2l-e v, ! 7' O ✓v?. trO ~S GC t r ~ ~ tr ~ ~r ?L ~ dOurYL f o ~ 7• s 12 and recommendations: 7 U ~J SA ,r.rmn -~7f CI (1a u r ~21 e V d 6.e clex4c'r- A "ate 6 Z -seems S2rne ~rtol~ ►c~, s s~S-IP'i'n Y L° r L -ate aC o ~G - _ Ir S 'la, S o71 'S Boring # Boring 9 -7. ~O pit Ground surface elev. ft. Depth to limiting factor _-_O - in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 I c-10 -10\1r-')[5 i I Z k r I Z IC~-4 I ~ - S'cl 2m Icjk c5 - . ~I - ~ 3 00-70 I j C z 7. Sc Z c vin - y si' 3 Z - Aec-Aidkew- / -OK. Boring # ~E~]7 Boring n f IJ Pit Ground surface elev.9-7=76-ft. Depth to limiting factor - in. 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 ( C1-I ~ Z m k m-~ c t ~ l 5 ~ 2 I-I I I 3 on d 7 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Ma S ~v r- v 2 5- Address Date Evaluation Conducted Telephone Number 21 3 $O''~ SI - Soma-s~-~ c,J1 s ods ~z-s -oZ (7, ) Zq7 t Property Owner 5_________ Parcel ID # Page of ® Boring # Boring ,,11 pit Ground surface elev. ~~2-?_ 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 p-10 l l~ 5' I YYI~r' C S V 2 t -20 1U rn-Cr C-5 3 zo-y ezP .5 1 sc- I 2rr~sbk v,n - - ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil A Iloation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 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 •Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30:S 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-8330 (R.07100) i r Property Owner -V1~ t 5--------- Parcel ID # Page 2 of - Boring # ❑ Boring a B-pit Ground surface elev.n"1-7.2o _ ft. Depth to limiting factor 20-- in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. (1 'Eff#1 •Eff#2 rYlrf- S V O-I~ 16 \1 -A k1k 2 l -20 - r. mC'r ~5 - y 3 c~ y C ZP I sc- l 2msbk Y`(l i - - Boring # ❑ Boring F-1 ❑ pit Ground surface elev. -ft. Depth to limiting factor in. Sol 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 Boring # Boring F-1 - ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Sol 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 Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30:5 150 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•9330 (R.07/00) 1. ?r PAGE 3 OF NAME o i T P r-{ S LOT# LEGAL DESCRIPTION NE X Sw Z,S 9 T Z N R i E(or)NW SCALE: 1"= BM 1 ELEVATION o BM 1 DESCRIPTION LP v 4% e O BM 2 ELEVATION '7q, ~ d BM 2 DESCRIPTION -o d' 04 %y !de e( iC a CP - 611 ~C' SYSTEM ELEVATION G SYSTEM TYPE Vv~ r~ d CONTOUR ELEVATION y T, o r q-q l.~ d w SIGNATURE l-- DATE /-/9-_ ` 1093.2 T C S 1083.5 x l 3 X W 1. 1 CRS N • ~ ~ ~ 42y L OT 83 31 4 1.52 ACRES A.2 - - - g 00 i ___S8 -Z~' ~ O ; j , _ _ , _ , • r <1f / / • 35' Sg ~E 346 1 ti 9 O, 1097. -0) 1.65 ACRES p~ I\ ~ ~ r 1! a L OT 84.* 33, DO d 1.58 ACRES ' OT 8 ' 1. 3 ACRES O O i` O M N N r p 1 M r ~ 2 3.f t3 a' o 3 c~ THERE ' ► ADV f S( 1103.4 3 1201Y r f Q Z f'ORAEf ~ x ► N7 r ih ~ ~ o M v 182 ° 38' 27" l . 68' j ) t 17 2 ► ► O 1052 ACRES O all N OT 81: N 1.68 ACRES NI 1 , r ~ ► S82°5 /r /p„ 1j ► o 30 -33'