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HomeMy WebLinkAbout034-1073-10-025 SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Nvisconsin INSPECTION REPORT Chippewa Falls,WI 54729 www.com merce.state.wi ms/sb Department of Commerce (715)726-2544 Date of Inspe*1a _ ugust 14, 2003 Plumber Name and Ajre Project Name NA Use: ResidSEP 19 2003 Legal Descriptiona ,''( Site Number: Certified Soil Tester Nnd �,9.QOUN i Y Subdivision: Keith Stoner, C ING OFFICE Municipali 0 ' eifd ;" w ��� 23220 Wood Creek Rd County: iix 1'71-4 Siren, WI 54872 nay' Plan Transaction Number: i ! Owner Name and Address: Sanitary Permit Number: C Ric Seivelt `jd(!Atf dli.� 2828 60th Ave Wastewater Flow: 450 gpd v Wilson,WI 54027 Persons Present: K. Stoner � j ', 'tJd � r ,_l/,+ An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and subsoil. In-situ soil texture, structure, and consistence factors are also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their significance are factors considered in the recommendations and conclusions portion of this report. Several backhoe pits were constructed to verify that redox features were not present in the A- horizon, and to better evaluate the subsoil. Conditions were very dry in the upper part of the profile. However, water was used to moisten samples to accurately evaluate soil color patterns. Landscape position appears acceptable with little up slope area to contribute to subsurface recharge in the proposed mound area. D May 28, 2003, free p During a previous site visit on ed at 34 inches below grade. CST B-2 00-08" 10YR�212sirl,�2f-mgr, dsh, �cw 0 - ' 10YR , s �f7. Y R 4/6 rmfs. 16-42" 10YR 4/4 gr s, ml, w/cad 7.5YR 5/8 and 6/2 rmfs Based on my observations, the following recommendations can be made: 1. Due to the available length of a contour, the linear loading rate should not exceed 6.0 gpd/ft and the basal wastewater application rate should be 5 0.3 gpd/ft2 to compensate for a higher linear loading rate. 2. The down slope toe should be designed at a 4:1 side slope to ensure adequate basal area is available to prevent toe leakage. 3. 30 inches of sand lift is recommended for adequate vertical separation. 4. The up slope toe of the mound should be shaped to divert surface water around/ away from the system. 5. This Y his area may be subject to Y J flooding and this should be considered during the system design. Tanks should be anchored to prevent flotation when serviced during periods of high levels of soil saturation or flooding. 6. The management plan needs to address system operation if flooding should occur. If th a are any questions regarding this report, please contact me. Leroy G. J r sky, Wa a ater Sp ialist Ljansky @c merce.s te:wi.us -mail 715/726-2544 Voice 715/726-2549 Fax cc: (County ❑ Plumber CST ❑ Owner ❑ Other ,Rut 11 03 08: 21a FOGERTY PLUMBING 17156355286 P. 9 CERTIFIED SURVEY i- LOCATED IN THE SW1/4 OF THE SW1/4 OF SECTION 32,T29N, RI 5W,TOWN OF SPRINGFIELD, ST. CRODC COUNTY, WISCONSIN. NORTH S69°3J5CrW 664.03' Z swt/4 OF;HE"TvW4 o LEGEND m 1� 1'STM SURVEt MARKER FOUND 0 W d 1'X24'IRON PIPE SET WEIGHING rn 1.13 LBS.PER LH AR FOOT —»- PROPOSED DANE T 5 o SPOT ELEVATION in s -Ni EL ECTR C I30DESTAL m .—DUSTING FENCELNE � _ Z Nm p co 6 Yr Imo° f� p�1 HOUSE 3 I q O~qq I m I wU? Oo l 0 2 0 w OoU . p I ¢l a� C R ` 2.10 s�. r. a ° z d I t1l 1425ACRESFXCRW A 1 1� 6Q0.923 SQ_FT. E© W -'••• N Ip W79 SETBACK LINE v 1 U N FROM OHwL(IYP} .• .i' 13836 lErw m IA Q oa't .•�' � ICI T I@ 14.- I� ©crsrLNGCULVERTS %�••h% 1 3-36'WLVEfiTS �r ' LOT 1 hry ,m y/j� o t' W.FAST=1 i 34A pmi , I W wm=1133.e 3.38 ACRES NC RW + 147,093 SO.FT. SCALE IN FEET 1•= 160' 3.14 ACRES ExC RW '' LOT 3 136,594 SO.FT. 0 150 300 2.51 ACRES PC RW m n IODA80 SO.FT. in a 1 1QDw,Romw Y wqm LIK... .. . ..' 230 ACRES .. RN •. W w r 100214 SO.FT. N89'4218'E y' 884.t9 Sti S-1/4C*WIER 316 68 1S 2813T__ _ _M SECTION 32 t2 t8 E 00 319 m 33.f]T 07 27OW �-� m Nt471trE 132839 66420 Spa N69"4X'I WE 664.20' SOUTH LINE OF THE Parcel #: 034-1073-10-025 04/01/2008 04:37 PM PAGE 1 OF 1 Alt. Parcel#: 32.29.15.492A-10 034-TOWN OF SPRINGFIELD Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner RICHARD J SEIVERT O-SEIVERT, RICHARD J 2818 60TH AVE WILSON WI 54027 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description '2814 60TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 3.380 Plat: 4663-CSM 18-4663 034-03 SEC 32 T29N R1 5W PT SW SW CSM 18-4663 Block/Condo Bldg: LOT 01 LOT 1 (3.38 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 32-29N-15W SW SW Notes: Parcel History: Date Doc# Vol/Page Type 12/01/2003 747888 18/4663 CSM 06/21/1999 605362 1435/588 WD 07/23/1997 886/69 07/23/1997 725/75 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/15/2007 Description Class Acres Land Improve Total State Reason PRODUCTIVE FORST LANDS G6 3.380 11,850 0 11,850 NO Totals for 2008: General Property 3.380 11,850 0 11,850 Woodland 0.000 0 0 Totals for 2007: General Property 3.380 11,850 0 11,850 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: 515 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 0 ? ° / J k ƒ k ] � O ± ƒ M 0/ / / k \ 7 < 7 / G Z E ± E / a M _ \ . 2 { o i j ® § § 0 0 - , @m . $ 3 ° � E § \ \ \ . - « o E § G \ ° ; $ / I ± ¢ ® / c / o / a 0 , § j k §zt / 0 n r M 2 2 4 % Z � 0 0 0 o K / \ rc3 I v v o ƒ/ § A \ � = 7 � � ( � � � I $ o § ® 0 0 0 \ 7 . � E � S � � [ 2 { z E ; o � @ H w w T % © 0 \ : { q o e « � 7 z k 2 k 0 § � \ "n § { CD 0 j I / � f � \ � � j ƒ � � \ \ / � I { < ] j _ o . t § \ 7