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Home My WebLink About030-2145-01-000 ST CROIX COUNTY PLANNING & ZONING MEMO ' DATE: JANUARY 26, 2012 » TO: BROWN WOOD ESTATES SUBD. LOT OWNERS Code Administratio FROM: PAM QUINN, P & Z POWTS INSPECTOR~~; 715-386-4680 RE: SOIL REPORTS FOR PRIVATE ON-SITE WASTEWATER TREATMENT Land Information & SYSTEMS (POWTS) Planning 715-3864674 Enclosed with this memo are copies of a letter that was sent to the developer of Real Prop Brown Wood Estates in 2005 notifying him of unuseable or deficient soil reports that 715-384677 were submitted for the lots. Adam Schumaker, the Certified Soil Tester, is no longer licensed with the state and the deficiencies in his reports were verified during Re, jcling a May 10, 2006 on-site investigation by Leroy Jansky, our state regional wastewater 715-386-4675 specialist at that time. Each lot must be re-evaluated by a licensed soil tester, providing acceptable data to allow for installation of a POWTS prior to our department issuing sanitary permits. It has come to our attention with the recent submittal of an application for a permit r on lot 5 that current owners may not be aware of the problems our department identified back in 2005. Your cooperation will be much appreciated by anyone wishing to purchase and build on a lot in Brown Wood Subdivision. A copy of this memo will be attached to each of the soil reports on file so there will be no question about their accuracy or viability. vk I.u 3 F r T"T ~tLk ST. CR01X COUNTY GOVERNMENT CENTER 71 -386-4686 FAx PZ@CO.SAINTCROIX.WI.US 1101 CARMICHAEL ROAD, HUDSON, W/ 54016 WWW.CO.SAINTCROIX.WI.US ST CRONCO UNTY PLANNING ZONING Mr. Glen Johnson Glen Johnson Construction, Inc. P.O. Box 809 Hudson, WI 54016 RE: Brown Wood Estates Subdivision Unacceptable Soil Reports Code A&ninistrad Dear Glen: 715-386-4680 Land Information & Enclosed is a copy of a memo detailing county staff findings from an on-site investigation Planning, completed on the above-referenced Brown Wood Estates subdivision. Alex Blackburn and 715-386-4674 1 talked with you briefly while we were at the site on November 14th, where we were trying to verify locations of all 14 lots' proposed POWTS tested areas. Real Prope 715-3 677 As summarized in the memo, none of the soil-tested areas indicated on soil evaluation reports submitted for these lots had benchmarks for establishing elevations for POWTS Re cling designs. Lots 3 and 4 had unacceptable reports due to the use of a power auger instead of -386-4675 excavated test pits. Other inaccuracies and/or misinformation have been detailed in the memo, copies of which will be sent to the Town of St. Joseph and Dept. of Commerce. Due to the lack of accurate data presented, none of the soil reports will be accepted for use to obtain a sanitary permit until all data has been verified by individual on-site inspection. The subdivision process for lot creation was allowed to continue, however, the final plat has not yet been signed and conditions on the 10/25/05 committee approval include a $10/acre inspection fee to partially recoup the cost for county staff time for the required on-site inspections. Please contact me if you have questions regarding the enclosed memo and the specific deficiencies for this 14-lot subdivision. Sinc ely, .~h. a ela Quinn Y r. Zoning Specialist, POWTS irk Enc. Cc: Robert Bezek, Code Administrator Theresa Johnson Town of St. Joseph Chair Adam Schumaker 2 CST 53309 Leroy JanskY, Dept. of Commerce Subdivision file i Sr. CRoIX COUNTY GOVERNMENT CENTER 110 1 CARMICHAEL ROAD, HUDSON, W1 54016 715-3864686 FAx PZ@C0. SA/NT-CR01X. W1. US W W W. CO. SA I NT-C ROIX. W I . US ST. CROIX COUNTY J ,1- WISCONSIN PLANNING & ZONING DEPARTMENT / / M / / N / ■ M~~/i ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road Hudson, WI 54016-7710 Phone: 715 3864680 Fax 715 386-4686 Memo From: Pam Quinn Date: 11 /22/2005 r ' Re: On-site Investigation of POWTS locations for Lots 1-14, Brown Wood Estates Subdivision, Town of St. Joseph, Section 30, T30N, R1 9W On November 14, 2005, an on-site investigation of Brown Wood Estates proposed POWTS locations was performed at the request of the Town of St. Joseph. The town's concern was that grading for road construction and drainage improvements had either damaged or entirely removed proposed POWTS locations. Alex Blackburn and I used the preliminary plat contour map and Adam Schumaker's soil reports to verify data submitted for all 14 lots. We both have orienteering experience and can read topographic maps and scale distances, so we found all the areas that were reported as POWTS sites. A summary of our findings follows: No benchmarks were observed on any of the 14 lots in the locations indicated. Each soil report identified a BM1 and BM2, however, no 1.5" PVC pipe markers were visible at any of the soil-tested sites. The soil evaluation pages are dated 8/20/05 and the plot plans done on 10/24/05, indicating that the POWTS locations existed only three weeks prior to the on-site visit. Benchmarks should have been easily seen with the naked eye. This is a violation of Comm 85.40(3)(a) which requires a benchmark on every report. The actual distance between test nits does not match the distance indicated by a 1" = 40 ft. scale used on the plot plans. By pacing between test pits on several lots, there appeared to be significantly less distance between the pits, which would reduce the area available for POWTS construction. In addition, mound sites need a specific length along a verifiable contour for system design. All 14 lots must have the dimensions for the tested area measured with a tape or wheel to document actual size and contour length prior to POWTS design. Lot 1 required a complete soil report. The original report plot plan had specific horizontal references from the north and east lot lines to the proposed POWTS location, which has now been graded for construction of a driveway and . 2 - Brown Wood Estates a stormwater retention area. CST Schumaker then produced a new plot plan dated 11115105 for soil borings and benchmarks that are in a different area on the lot, but used the same elevations and soil profile descriptions as the original report. Machine-augered borings were observed on lots 3 and 4. This is a violation of Comm 85.20(3)2, which states "a soil boring may not be created by means of a power auger". The soil profile descriptions are not acceptable; the holes had not been back- filled and the deepest one observed extended to approximately 60 inches. The reported depths on all pits were between 80 - 86 inches, describing the lowest profile as sandy loam with strong, medium, granular (3mgr) structure. This appears to be falsified data, since augering would have altered any structure in soils taken from the boring and the walls of the 18-inch diameter holes smeared soil visible from above. No backfilled test pits/borings were visible on lots 5, 8 and 14. • The area indicated for a mound on Lot 5 had no visible excavation for pits or borings. Alex and I found the SE lot corner stake and walked 150 feet west to an area between two drainage easements, as shown on the plot plan. Adam submitted a new soil report on 11/15/05 for a conventional POWTS in a different location on lot 5; all test pits locations and elevations based on visible benchmarks must be verified by county staff. • The original tested area on lot 8 appeared to have been damaged as part of road/driveway construction, so a new soil report was completed on 11/14/05 showing a mound location. This soil report will not be accepted by the county until another on-site has been done to verify all three test pit locations, contour length, and elevations based on benchmarks, as represented on the plot plan. • For lot 14, Adam stated that he'd completed the soil evaluation a year and a half ago and that's why there were no visible test pits in the areas shown on the 10/24/05 plot plan. A soil report completed 4/30/03 for Jeff Brown is on file, but it is not in the same location as the more recent report. A new soil report was completed 11/14/05 in a different location - again, on-site verification will be required to identify locations for all three test pits and benchmarks as required in Comm 85.20 and 85.40. The soil descriptions for this parcel are suspect; the predominant soils are Amery and Santiago series, both of which typically have reddish brown (5 YR 4/4) and/or yellowish red (5 YR 4/6) massive sandy loams @ 31- 36 inches below grade. The soil profiles described have sandy loams in the lowest horizon that range from massive (0m) to strong (3msbk) structure. Based on soil survey data and observations of the material from the backfilled pits, the soil application rate of 0.2 gpd/ft2 will be used for POWTS designs with a system elevation at or below 36" deep. Individual on-site determinations will have to be scheduled to use any less conservative application rate for sizing of a POWTS. In general, much of the data submitted in order to create these 14 lots was either inaccurate or misrepresents existing site conditions at the time of the site visit. Regardless of future plans to relocate POWTS as part of house construction, each soil report must provide a minimum amount of data on which to design a septic system. No sanitary permits will be issued based on these 3 - Brown Wood Estates a soil reports until every lot has accurate, verifiable data and each POWTS location has flagged benchmarks and borings. Cc: Glen Johnson, Developer Adam Schumaker, CST #253309 Leroy Jansky, Regional Wastewater Specialist Alex Blackburn, Zoning Specialist Theresa Johnson, Town of St. Joseph Chair Dwight Farnham, Deputy Zoning Admin., Town of St. Joseph Parcel 030-2145-01-000 01/26/2012 03:31 PM PAGE 1 OF 1 Alt. Parcel 30.30.19.2092 030 - TOWN OF SAINT JOSEPH Current 1XI ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 12/06/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner WENDELL & MARCELLA VIEBROCK 0 - VIEBROCK, WENDELL & MARCELLA 620 240TH ST OSCEOLA WI 54020 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 1392 33RD ST SC 2611 SCH DIST OF HUDSON SP 1700 WITC Legal Description: Acres: 3.200 Plat: 10-091-BROWN WOOD ESTATES LOTS 1/14 030-05 SEC 30 T30N R19W PT NE NW BROWN WOOD Block/Condo Bldg: LOT 001 ESTATES LOT 1 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 30-30N-19W NE NW Notes: Parcel History: Date Doc # Vol/Page Type 06/26/2008 877469 TOD 10/30/2006 837704 WD 12/06/2005 813691 10/091 PLAT 2011 SUMMARY Bill Fair Market Value: Assessed with: 148343 41,300 Valuations: Last Changed: 05111/2011 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.200 41,700 0 41,700 NO Totals for 2011: General Property 3.200 41,700 0 41,700 Woodland 0.000 0 0 Totals for 2010: General Property 3.200 59,600 0 59,600 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 ~r RECEIVED 00 Wisconsin Department of Comme ' 3 ~~~~N EPORT Page of Division of Safety and Buildings Comm 85W; ~dd~ode ST. CROIX County Attach complete site plan on paper not less than 81/2 11 inchhltltl6. include, but not limited to: vertical and horizontal refere irection and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. LM Please print all information. view Date rr' Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / w Property Owner Property Location ~Ien J~ ' ` Govt. Lot ~ 1/4 l(i<;t,r114 S -Za T N R E (or) 4g Props Owner's Mailing Address Lot # Block # Subd. Name or CSM# City tae Zip Code Phone Number ❑ City Village Q Town Nearest Road New Construction Use: & Residential / Number of bedrooms Code derived design flow rate - 1 SZ~II t3 ~J GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material L? tA~ S LA Flood Plain elevation if applicable J eft/. 77 and Q OT~ i rants S rJ✓~ e(~v r ~~%lr""J P (/r Zy and mmendations: -47 W11, t 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 i2 lb r' S't 2msb c S 1 2m~bK L s - t . _ l^f Boring # ❑ Boring pit Ground surface elev. a. C)ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 C?' i C5 (",T S Z 0 10\j r4l ` d Zrn r'I'1 r c -5 - 1 U vi - 3 5 Effluent #1 = BOD > 30 1220 nVL and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (PI Print Si CST Number og Address Date Evaluation Conducted Telephone Number l ~1 Ali w LO ( ~7 J~ 7Co ♦ I c Property Owner c J 1(~ _S ur) Parcel ID # Page of Boring # ❑ Boring ~y F') ~ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon' Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 o-i-. ► r313 5'%1 c I 5 8 Z Q-34 34 i t j/3 i C MIPIr Ll 3 q-49 lu C-5 1 + 2 ~9-~ r0 r SL ti . 3 _ S a 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 I II I I I I Q Boring # ❑ Pit Boring ❑ 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. •Ef1#1 `Eff#2 • Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mgA- • Effluent #2 = SODS < 30 mg/- 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. SBP8330 (RA(00) # l PAGE 3 OF NAME 3~)IA n So;- LOT# LEGAL DESCRIPTION f-1144.,A14,S 30T .:~o,N,RjT E(OR)CSO i SCALE: 1» I BM 1 ELEVATION 160. C, BM 1 DESCRIPTION }o~ 'Z- BM 2 ELEVATION T&,?O 1 rr BM 2 DESCRIPTION Q SYSTEM ELEVATION__& a ~It.(oG~,r 4G%~. SYSTEM TYPE 1 i u " 0 16(21 `Tq•ab 1d "V) SIGNATURE DATE E' f U u PAGE 30 F NAME ~-oYl LOT# \ LEGAL DESCRIPTIONi],(-/a1;tvl/a,S T j,N,R9E(OR/ SCALE: I" _ JA r BM I ELEVATION 62O. c:) BM I DESCRIPTION,~j`J 6-(/-' ajr ~BM 2 ELEVATION 9g:, M BM 2 DESCRIPTION 1Q "d/i/C. A'~ i~ 'r F^, SYSTEM ELEVATION 9 mow' Lz ~ SYSTEM TYPE ~u/►, 'e~✓l TUU~~1 I~ I 2. o ~ u~ tol Z SIGNATURE AT /d -zy C/s l4 1 ~ O J J TION MONUMENT 9 92899 2.13 4GTED) '"OiAp 10 69626 1.59 11 83126 1.90 12 91650 2.10 13 78677 1.80 14 139168 3.19 AG. f ORTH LINE OF THE NORTHWEST 1 /4 iL ;N F L A T TE N89'07'00"Wr N 89'07'00" W 2553.59' ;C30 1244.09' ono _ r 50 ^ 0» 1 *qfb 303 r I V '9W FOUND 1" IRON PIPE TEMPORARY CUL-DE-SAC d / H 80' RADIUS TO BE REMOVED \ w UPON NORTHERLY / EXTENSION OF ROADWAY w wI UJ 2 it p) 158724 S.F. z I ~s~ W N m 3.64 Ac. H 4 z O ui 1-- z Z LBO = 924.5 r s ~ O i 247.47' 139 ST ~IO~~I 3.20 _ 6 - bar S lot) ` C.D i ' d Q 40 • /I zs x r J~ m Rn 92 .5 i(o • r m LL11 O f s Jl r r / m z ,5 143607 I t r rr~ CD _ J 93920 0 r \ \ V