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HomeMy WebLinkAbout040-1320-00-006 (2) C � vlfisconwn Depanment of Commerce SOIL EVA P L TI REPORT 1 3 Division of Safety and Buildings in vwffi frrtt t , " m. AHaril nrunrlir+tP cdr±Man nn narwr rwN IPCC than 1/2 z c;;;y ST.CROIX ..r.............................._.. ... ir�lude,but not Graded to:vertical and horizontal point nd Parcel I.D. l/ ` Percent slope,scale or dim O ensions,north arrow,a o nea Please print all information. R by (Daatt /�� Personal inionnation you Provide may be used for secondary Purposes(Privacy Lew.a.15.04( W / (T Prop"Owner Property Location 2 f�2f 2a,.2T p p BOMAR HEIGHTS,LLC(Buyer. Bruce Lenz=Homes) Gov.Lot —NE 114 1/4 S 24 T 28 N 20 (or) Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 6810 Brookhill Drive 6 _ i3 (Pending) AR I NIT WWROM Salt LAe G�ity, UT 84121 ( ) � South Cove Road E] New won UseEj Residential/Nurnber of bedrooms 4 Code derived design flow rate 600 GPD ®Replacement ® Public or comrnencial-Describe: Parent material till Flood Plain elevation d applicable - NA comments Nth and recommendations: Mound System— 1.50 fL sand fill—0.6 loading (If pre-treatment system—.50&sand fill) [] Boring Boring# Q Pit Ground surface elev. 943.65 ft. Depth to li'''ning factor 18 � Sol Application Rabe Horizon Depth Domkw#Cokx Redox Description Texture SkJCWre Con roe Boundary Roots GPDW in. Munsell Qu.Sz. Cont.color Gr.Sz.Sh. 'Etf#1 '01182 1 0-4 10YR2/1 — 1 3fgr&sbk mvfr cs 3vf-co 0.6 0.8 2 4-7 10YR2/2 _ A 2f-ma&sbk mf ci 2vf-co 0.6 1.0 j 7=12 74MA = @I 2f§bk Hify C§ 2vf= @ 0:6 1:0 4 12-18 7.5YR4/4 — scl 2fabk mfi cb 2vf-m 0.4 0.6 5 18-22 — — lsbr B u Q...: pWprg 942.56 El Pit Ground surface elev. R Depth to factor >35 ✓ Rye Horizon Depth Dominard Redox Description Texture Struclure Consistence Boundary Rods GPDW in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'EW1 'E11112 1 0-4 10YR2/1 — 1 3fgr mvfr ci 3vf-co 0,6 0,8 2 4-14 10YR2/2 — sl 2fa&sbk mfr ci 2vf� 0.6 1.0 3 1423 7.5YR3/3 — sl 2fsbk mfr cs 2vf-co 0.6 1.0 q 23-35 7,yq/q — sl lmsbk mfr — 2vf-co 0.6 1.0 J A 4 Have Gon*V: Eflluerit#1=BOD >30<220 mglL and TSS>30<150 mglL 'EtAuent#Q=130D.:s 30 mg/L and TSS<30 rnglL CST Name(Please Print) �1J CST Nu M Jo Hollister 1� ITGG�S �t Number ber Address Date Evaluation Conducted Telephone Number 1 /nn i T:__ei_- rT w rAin CAW) Wya oww ^venue, iuvaus, t . wZc ^` ^^ ^° i71c'%A)4 I mac UJ-UL-UJ kru� rw- Lrr✓ I Property Owner BOMAR HEIGHTS,LLC(Lot 6) Parcel 1D# (Pending) Page 2 of 3 DC Boring# Boring ® Pit Ground surface elev. 944.27 ft. Depth to kr ibV facto >20 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Sl ucture Consistence Boundary Roots GPD/fIt in. Mum Qu.sz. Cont.Color Gr.Sz.Sh. 'EfF#1 *01102 l 0-4 10YR2/1 — I 3fgr mvfr as 3vf-co 0.6 0.8 2 4-12 10YR2/2 _ sl 2fa&sbk mfr ci 2vf-co 0.6 1.0 3 12-20 7.5YR3/3 — sl 21a&sbk mfr — 2vf-co 0.6 i.0 F-1 Boring# Borim Pit Ground surface elev. ft. Depth to lim t V factor in. Sol Application Rate- Horizon Depth Dominant Color Redox Description Texture ShKA re Co Wmience Boundary Rods GPDff in. Munsefl Qu.Sz. Cont.Color Gr.Sz.Sh. 'Efr#1 `Efr#2 F] spit 6murw§Urbe@ 01w t8 fiffli"fliew in. Soft Application Rate Horizon Depth Dominant Color Redox Description Texttre Structure Consistence Boundary Roots in. Munsell Qu.Sz. ConL Color Gr.Sz.Sh- "EfI#1 *01102 Effluent#1=BODS>30<220 wry_and TSS>30<150 mg/L •Effluent#2=BODS<30 nVti and TSS<30 nxyL 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. se13-8330reaO 07ro0) Plot Plan for Cove Ridge Page 3 of 3 Town of Troy, SY. Croix County, Wisconsin D-,- v - O Lot 6 1" = SO ft. Legal Description NF-A w--r— Ac-A& 5ff-• 2 ft. contours T28N �� (} =Backhoe pit I:938.8041-P �O / RS-7C I:939. BENCH MAM �O TOP OF 1 1/4" IRON PPE BENCH / 40a -� ELM o.3sesr 'b:x.346' :942-563W B-3B -� %.943.&5090' BENCH MARK eM 945. 7 4od SCE 14" EtM/----- �. C944.2701 T x S LEI"=5 / I I I a r HOLLISTER'S SOIL TESTING Mary 10 Hollister W9875 6901"Avenue River Falls,WI 54022 (715) 426 - 1775 FAX: (715) 426 - 4827 15 May 2006 5 17 C Jo 1 '6 'x TO: V\6 TO: St. Croix County Zoning 01 doh` ATTN: Ryan Yarrington G � J(rj Zoning Technician RE: Cove Ridge Subdivision Enclosed are the revisions after your review of the soil evaluation reports. Ogden Engineering and I have confirmed the borings and elevations. Please accept the designated area for Lot 4. A boring from Lot 5 has been included on the soil report for Lot 4. See attach code intrepretation from Wiscosnin Construction Codes Report, February 2004. All the borings conducted were very similar for those lots. Lot 11 has enough system area within the 3 borings. Please let me know of your approval so that originals may be sent out. Thank you for your time and attention to this issue. Sincerely, Mary Jo Hollister CST 224832 Cc: Ogden Engineering BLH Development Corporation Leroy)anksy, Dept. of Commerce, Wastewater Specialist ST CROIX CO UNTY PLANNING &. ZONING April 6, 2006 Mary Jo Hollister W9875 690"Ave River Falls, WI 54022 RE: Cove Ridge of Troy Soil Evaluation Reports Review Code SE/SE Section 13, T28N, R20W Town of Troy Administration 715-386-4680 Dear Mary Jo: Land Information & I have completed a review of soil evaluation reports submitted to our office for Lots 2-9 and Planning lots 11-13 on the above-referenced development and find that revisions will be required for 715-386-4 nine of the reports. The following summary provides specific data that will be necessary before these reports can be used to design private on-site wastewater treatment systems Real operty (POWTS): 7 386-4677 Lot 3 —Contour lines and boring elevations don't match. Boring RB-4B has two elevations 386-4675 R listed adjacent to its location. Please confirm boring elevations are correct, locate borings 386- on the site plan in their proper location and submit new site plan to zoning office. Lot 4R—Due to location of the property line, adequate room for the primary and replacement system area is not available. An additional boring is required south of B-4D or B-4E. Contour lines and boring elevations don't match. Please confirm boring elevations are correct, locate borings on the site plan in their proper location and submit new site plan to zoning office with the additional boring. Lot-5 -Contour lines and boring elevations don't match. Please confirm boring elevations are correct, locate borings on the site plan in their proper location and submit new site plan to zoning office. Lot-6 -Contour lines and boring elevations don't match. Please confirm boring elevations are correct, locate borings on the site plan in their proper location and submit new site plan to zoning office. Lot-7—Slope direction is opposite of contours. Contour lines and boring elevations don't match. Please confirm boring elevations are correct, locate borings on the site plan in their proper location and submit new site plan to zoning office with correct slope direction. Lot-8 -Slope direction is opposite of contours. Contour lines and boring elevations don't match. Please confirm boring elevations are correct, locate borings on the site plan in their proper location and submit new site plan to zoning office with correct slope direction. Lot-9 -Slope direction is opposite of contours. Contour lines and boring elevations don't match. Please confirm boring elevations are correct, locate borings on the site plan in their proper location and submit new site plan to zoning office with correct slope direction. ST.CRO1X COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD,HUDSON, W1 54016 715-386-4686 Fax PZ@CO.SAINT-CROIX.WI.US W W W.C O.SAI NT-C ROI X.W I.US o - - ope irec ion is oppose e of con ours. on our m match. Please confirm boring elevations are correct, locate borings on the site plan in their proper location and submit new site plan to zoning office with correct slope direction. An additional boring may be required to keep system within tested area. of-12 -Contour lines and boring elevations don't match. Please confirm boring elevations e correct, locate borings on the site plan in their proper location and submit new site plan to oning office. Our office, a "governmental unit"for the state, is required by WI Comm 85.50 to complete soil report reviews withi months of receipt; these reports were submitted on 4/03/06. Please feel free to contact me if you have que-tions regarding the soil report review or status of individual lot reports. Sincerely, an arrin on oning Technician Bomar Heights, LLC 6810 Brookhill Drive Salt Lake City, Utah 84121 eroy Jansky, Department of Commerce ST CROIX COUNTY GOVERNMENT CENTER 715-3864686 FAX 1 101 CARMICHAEL ROAD,HUDSON, W1 54016 WWW.CO.SAINT-CROIX.WW PZ @CO.SAINT-CROIX.W1.US Update on statewide enforcement of UDC by Laurence J. Swaziek„ S&B UDC Program Manager,608-267-7701, iswaziek @commerce.state.wi.us A new Wisconsin law requires the state's resolution to decline UDC enforcement. Munici- Uniform Dwelling Code be enforced in all palities of over 2500 have been required to municipalities.This includes the necessity to have enforce the UDC. new construction inspected for compliance with Now the smaller municipalities will also the UDC,the statewide building code for one-and come under the UDC system to assure the two-family dwellings built since June 1, 1980. proper construction of one-and two-family The change was effective December 18, 2003. residences. However, it will take three to six months to get Those municipalities which previously chose to the enforcement system into place. not enforce the UDC now have three options: Previous to the new legislation, municipalities 1.Adopt an ordinance to begin local enforce- with a population of 2500 or less could choose by ment of the UDC. This may include contracting with another municipality or a private party to do Where required, S&B plans to begin the work; contracted enforcement for new homes 2. Delegate enforcement to their county, if the by September 1, 2004. continued on page 3 System..area for a POWTS can be.-extended beyond borings P S code changed Feb. 1 ,, by Duane Steiner, Wastewater Specialist, fby Ro an Kaminski, POWTS Program Manager, 608-235-0608, dsteiner @commerce.state.wi.us 715-345 334,rkaminski @commerce.state.wi.us Can someone go beyond the soil borings with After a multi-year effort, the first com- their Private Onsite Wastewater Treatment System prehensive Vevision in 20 years to Comm 83, design and installation? Yes. Private On 'te Wastewater treatment Systems The POWTS Code, Comm 83, states that three Code, was i plemented July 1,2000. borings, at a minimum, are utilized to define Once the ndustry began to actually use the system area. Based on the soil borings,contours, code,a num er of "issues"were brought to the slopes, soil profile similarities and/or dissim- attention of the Safety and Buildings Division ilarities,the Certified Soil Tester establishes a staff,inclu ng inconsistencies in code language, suitable area,which must be identified on the soil requests f clarifications,and requests to address report. topics n covered in the code. By drawing a line around this suitable area on A c e council representing interests of parties the Site,xeport,the CST indicates where a dispersal fr' the private and public sectors was formed cell may located. If the CST feels comfortable ., ' ,,. continued on page 6 continued on page§ --,_ VVisconsi'n Construction Codes Report, February 2004 Watch for the S&B plumbing credential The Wisconsin Enrolled renewal letters that are scheduled to be Commercial Building mailed during the middle two weeks of Code has been updated. February, 2004. See page 9. Safety and Buildings Division,Wisconsin Department of commerce 1 wisconsin Construction Codes Report, SBD 10741-P February 2004 i:cxez/Cod4, c Plot Plan for Cove Ridge Page 3 of 3 Town of Troy, St Croix County, Wisconsin Lot 1" = SO ft Legal Description t4p-/y of-rte x y aft xg. 2 ft contours _T22 N,xp-a J Q =Backhoe pit I:938.80417' R13-7C qI:939.8 BENCH Ma X OCR TOP OF 1 1/4" IRON PIPE BENCH / 4 N ELM I:9 0.36892' 1:944.34699- :942.56306' B-3B BENCH g ".65090' MARK: 945. 7 0d IN X 4775' 944.27017' X S LE:1"=5 ' c I / i Parcel #: 040-1320-00-006 04/09/2008 08:41 AM PAGE 1 OF 1 Alt. Parcel#: 24.28.20.2153 040-TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 07/31/2006 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner BLH DEVELOPMENT CORPORATION INC 0-BLH DEVELOPMENT CORPORATION INC 502 2ND ST STE 204 HUDSON WI 54016 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description *282 CROIX RIDGE DR SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 2.057 Plat: 11-008-COVE RIDGE 040/06 LOTS 1-13 SEC 24 T28N R20W PT NE NE; BEING COVE Block/Condo Bldg: LOT 06 RIDGE ('06) LOT 6(2.057AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 24-28N-20W NE NE Notes: Parcel History: Date Doc# Vol/Page Type 07/31/2006 830969 11/008 PLAT 05/02/2006 824187 WD 12/07/2005 813723 2940/194 QC 08/02/2005 802065 20/5033 CSM more 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/24/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.057 273,000 0 273,000 NO Totals for 2008: General Property 2.057 273,000 0 273,000 Woodland 0.000 0 0 Totals for 2007: General Property 2.057 273,000 0 273,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Total Special Assessments Special Charges Delinquent Charges 0.00 0.00 0.00