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HomeMy WebLinkAbout184-1001-80-000 (4)Wisconsin Department of Commerce SOIL AND SITE EVALUATION .Division; t Safety and Bufldings Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Page of J_ Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County in6ude, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner II Property Location V ;, Ile Govt. Lot NG 1/4 NW/t/4,S 3( T Z8,N,R ( E (or) W Property Owner's Mailing Add ss I Lot # Block# I Subd. Name or CSM# City State Zip Code Phone Number ❑ cit y ©Village [E�r Town Nearest Road Apr, 1r� frec7 lnlf S_ f o7 i( J Cc c , k3c�s�ran �czac/f New Construction Use: © Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow _� gpd Recommended design loading rate bed, gpd/ft2 —z-- trench, gpd42 Absorption area required f� bed, ft2 . trench, ft2 Maximum design loading rate � tied, gpd/W "` trench, gpd/ft2 Recommended infiltration surface elevation(s) - " � ft (as referred to site plan benchmark) Additional design/site considerations -! l ��a w� % 01A-7 1% "cik 0(,e4rztd cool, �zr S Parent material Lce55 _ _ _.—Rood plain elevation, if applicable S = Suitable for system Conventional Mound In -Ground Pressure AT -Grade , System in Fill Holding T—TankU = Unsuitable for system ❑ S U U El �U ❑ S [9, ❑ S Lr� � U El K`U El L`S b Boring # I Ground elev. Depth to limiting factor In. Boring # Z Ground etev. ft. Depth to limiting factor in. Remarks. CST Name (Please Print) avrr u���.nrr r rvr� n�rvn r 110-f a11C,.V8C! 40r VI C.�S w s Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 Bed , Trench Z Q-IZ IoY>e S!3 `—' S 1 Z at +11 r� 3 IL-ty III's 7.1:; �l , �I r io K Remarks { `' 1� coc.� a --I t 3( 7, 5 `iiNe C 4� r rn5 1C vZ1 � Signature Telephone No. Address Date CST Number SOIL DESCRIPTION REPORT PROPERTY OWNER _ Page _— of PARCEL I.D.# Boring # Ground eiev. ft. Depth to limiting factor in. Boling # Ground elev. ft. Depth to limiting factor in. Borng # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr, Sz. Sh. Consistence Boundary Roots 2 Bed Trench 1 6-10 313 — 5 -i,- m v� jo Remarks: Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots P /ft2 Bed Trench Remarks: Depth to limiting factor in. Remarks: SBD-8330 (R. 07/96) N*iscensin Department of Commerce Date of Inspecticrt: iVever',t>er 18, 1998 Project Name: V i. of Spring Valley Use: New - Residential Legal Description: NE, NW, 31, 28, 15W Lot Number: Subdivision: Municipality: T3wn of Cady County: S,. Croix Plan Identification Number: NA Saidi:ary Permit number: NA Wastewater Flow: 450 gpd Persons Present: A. Wegerer, R. Eslinger SAFETY AND BUILDINGS DIVISION Field Operations Bureau 13 East Spruce Street C01V$ Chippewa Falls, VVI 54729 4?l31`Tommy G. Thompson, Govemor Philip Edw. Albert, Acting Secretary Plumber Name and Address: NA Certified Soil Tester Name and Address: Arthur L. Wegerer, CST 220254 PO Box 74 River Falls, WI 54022 Owner Name and Address: Village of Sprin;Valle, 8 9POBox 276Spring Valley, Z n Sr INSPECTIO14 REPORT zc�yoo� �x An onsite soils verification was conducted on this date at the request of the certified soil tester andgl county inspector. Questionable soil conditions were observed that make interpretati6n..of the deptfr, seasonal soil saturation difficult. Several soil pits were evaluated. A typical soil pedon description,; follows: 00-08" 10YR 3/2 sil, 2m-ccr, mfr, as. 08-14" 10YR 4/3 sil, 2csbk parting to 2f-mpl, mfr, cw, with few 10YR 5/6 & 613 root mot. 14-20" 10YR 4/3 sil, 2csbk, mfi, w/ common 10YR 7/3 si coatings on ped surfaces, ci, with few 10YR 516 & 6/3 root mot. 20-30" 10YR 4/4 sil, 2csbk, mfi, w/ common 10YR 7/3 si coatings on ped surfaces, and ,2d 7.5YR 5/6 mot. General soil conditions within the area evaluated are only suitable for a replacement mound system using A+4 criteria under Comm 83.23 (1)(d)2., Wis. Adm. Code. This is due to a seasonally perched groundwater condition at approximately 20 inches below grade. Some mottles were observed to begin at the bottom of the N horizon and were orientated vertically. These uonirastirig colors would be considered root mottles and r.ot indicative of soil saturation. However, it was apparent in other parts of the horizon that mottled featu:es were not vertical and likely not associated with roots. Options for negating scil colors as an indicator of soil saturation include groundwater monitoring during a normal spring sez.son pursuant to Comm 83.09(7)(b) through (f), Wis. Adm, Code. If there are any gt.,estions regarding this report, please contact me. cc: Village of Spring Valley L roy G. isky St. Croix County Zon;ng astewat , Speralist, 5w;:ice Art Wegerer t janslty cz�camrnerce.slate.. i.0 s E-will 715/726-2549 Fa , 715/726-2544 Voice ti rabau From: Rod Eslinger [Rod.Eslinger@co.eau-claire.wi.us] Sent: Monday, August 30, 2004 9:39 AM To: Kevin Grabau Subject: Peter Moody call this a.m. Kevin, I just took a call from Peter Moody regarding his property in the Village of Spring Valley. He was nervous and was quizzing me about some of our past conversations regarding his property. To be honest with you, I don't recall all of what he was stating. Anyway, here's what I recall on th4--property. ---, 1�' Verify the flood plain efore you iss.�e the sanitary permit. You av need an evaluati y for this veraf_caticn. `.hough that the wer referenced off a known bench mark in tha- area so you should be in good shape, if no,: you may need to request an evaivaLion from a sur eyor. 2. Soils weren't goo at this site. Bennie Helegson, (conservative) didn't come up with a ything. Art Wergerer found a site near where Bennie tested, there ere fine. Leroy and myself met Art onsite to verify the soils. We ocked at Art's and Bennie's borings. We found an area that was suitable Mary Jo Hollister tested yet a third site which we never verified. Pe er Moody indicated that I said that Mary Jo was a CST and that if the tes met the standards as prescribed Comm 83 we would accept it. That tate maybe is true. It might not be a bad idea to verify her soil test Peter didn't like suggestion. 3. Very steep slopes. I thought I put a few n tes in the property file. Check the property file (Vil. of Spring Val ey) and the soil test reports. I told him that you're t you regarding this issue Later Rod Rod Eslinger Land Use Supervisor Eau Claire County Planning 721 Oxford Ave., Room 1510 Eau Claire, WI 54703 Ph: 715-839-4741 "man" now and that he'll have to work with and Development rod.eslinger@co.eau-claire.wi.us 1