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Home My WebLink About040-1318-00-045 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wit. Adm. Code County ST.CROIX Attach complete site plan on paper not less than 81/2 x 11 incises 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. L/ Plisse print all In brmadon. R Personal information you provide may be used for secondary Purposes(Privacy Law,s.1 5.04(1)(m))• J D{� Property Owner Property Location ❑ El LEONARD&MARGARET DELAURIERS GovL Lot ---NW 1/4 NW 114 S 11 T 28 N R 19 E(or)W Property Owner's Mailing Address Lot# I Block# I Subd.Name or CSM# 706 Coulee Trail N45 — Hills of Troy city State Zip Code Phone NIu mber DCity [:]Village • Town Nearest Road Hudson, WI 1 54016 Trnu Coulee Trail 0 New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Publc or corinwicial-Describe: Parent material loess over till Flood Plain elevation if applicable NA ft. General comments Mound System- 1.42&sand fill-0.4 loading rate and recommendations: 1 q Z Qom'- i-Cke6"-4--(if pre-treatment system-0.42 ft.mound sand-0.6 loading rate) 41 Boring# p ting 11� Boring 25 in. ElPit Ground surface elev. 1058.82 ft. Depth to Ikrd factor Sod Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.cola' Gr.Sz Sh. *Effrttl *Effi#2 1 0-4 10YR3/2 - sil 3fgr mvfr as 3vf-m 0.6 0.8 2 4-9 10YR3/2 - sil 3fa&sbk mfr as 2vf-m 0.6 0.8 3 9-16 10YR4/4 - sicl 3fabk mfr as lvf-m 0.4 0.6 4 16-25 7.5YR3/4 - A lfsbk muff as lvf-f 0.4 0.7 5 25- - I - lsbr - - - - - - Horizon 4 has some Wr. B goring# � Boring 105 f„95 /o x""61�S • Pit Ground surface elev. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *0112 1 0-3 10YR3/2 - sil 3fgr mvfr as 3vf-co 0.6 0.8 2 3-8 10YR3/2 - sil 3fa&sbk mfr as 2vf-m 0.6 0.8 3 8-12 10YR4/3 - sil 3fabk mfr cs 2vf-m 0.6 0.8 4 12-19 10YR4/4 - sicl 2fabk mfr cw lvf-f 0.4 0.6 5 19- _ - till/lsbr -- - - - *Effluent#1=BOD >30:S 220 mg1L and TSS>30<150 mg1L 'Eflluent�=BOD <30 mglL and TSS_<30 mglL CST Name(Please Print) tnature CSl Nunnber Maiy Jo Hollister J11 224832 Address Data Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05-03&10-14-05 (715)426-1775 property Owner DeLauriers(Lot N45) Pamel ID# (Pending) Page 2 of 3 If] Boring# B�9 1051.35 21 El Pit Ground surface elev. ft. Depth to limiting factor in. Sod nation Rate Horizon Depth Dominant Redox Description Texture Stnidure Consisterx a Boundary Roots Gtr in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 "Eff#2 1 0-3 10YR3/2 — sit 3fgr mvfr as 3vf-co 0.6 0.8 2 3-7 10YR3/2 -" sil 3f &sbk mfr as 2vf-co 0.6 0.8 3 7-16 10YR4/4 — sicl 2fsbk mfr lvf-f 0. 0.6 4 16-21 7.5YR3/4 -- sl Om mfr -- 1 vf-f 0.2 0.6 5 21- — — lsbr a Boring# ]Boring to limiting factor 30 4!mw ■ Pit Ground surface elev. 104 .ZS ft. Redox Description Texture Structure Consistence Horizon Depth Dominant in. Munsefl Qu.Sz. COnt.Color Gr.Sz.Sh. 1 0-4 IOY12/2 _ sil 3f-mgr mvfr cs 3vf-co 0.6 . 2 4-10 sil 3fabk mfr as 2vf-co 0.6 0.8 3 10-19 10YR3/3 — sil 2fabk mfr cs 2vf-m 0.6 0.8 4 19-30 10YR3/4 — sl lmsbk mvfr cb Ivf-f 0.4 0.7 5 _ _ _ Isbr Horizon 4 has some gr. Boring# Boring Ground surface elev. ft. Depth to limiting factor m• Pit Sad Rate Horizon Depth Donnart Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Mrmsefl Qu.�• Cont Color Gr.Sz-Sh. •Eff#1 •Eff#2 • $< and TSS<_30 mg& •Effluent#1=BODS>30:5 220 mg/L and TSS>30:5 150 mglL Effluent#2=130D _30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. 9BD•833OTest(RA7M) Plot Plan for Hills of Troy Page 3 of 3 Town of Troy, & Croix County, Waconsin Lot N N6 I = 40ft Legal DesCrlption nsw'/4 OF Ttm� NwV 4, Ste i I, 2 f� contours TZ100, R►��, -towi; o-f-TeOy 0_$ackhoe pit /I I 1 1 a I t1� 1 of '� i I r ` � � 1C� 1t3 P i / �S• i CROIX COUNTY =_, I#Al PLANNING & ZONING January 19, 2006 Mr. Craig Lilja c/o Troy Development 11806 Aberdeen Street, Suite 290' Blaine, MN 55449 RE: Hills of Troy Soil Evaluation Reports Review Code SE/NW Section 11, T28N, R1 9W Town of Troy Administration 715-386-4680 Land Information Dear Mr. Lilja: Planning I have completed a review of soil evaluation reports submitted to our office for Lots 1 —62 715-386-4 on the above-referenced development and find that additional information will be required for 18 of the reports. The following summary provides specific data that will be necessary Real I perty before these reports can be used to design mound private on-site wastewater treatment 7 386-4677 systems (POWTS): R cling Lot 1 —The soil application rate that must be used to calculate mound basal area (0.2 386-4675 gpd/ft2) requires a long, narrow mound with a linear loading rate of<4.5 gal./ft./day. The existing tested area allows a maximum mound length of 90 feet, which is likely too short to meet the linear loading rate requirement. In addition, the elevation reported for boring R-1A is incorrect and must be re-measured to provide an accurate contour elevation for mound design. Lot 4—the entire original soil-tested area was covered during excavation and grading of the building pad. From an on-site investigation made 1/17/06, 1 observed that a crescent- shaped area of undisturbed soils remains between the toe of the filled building pad and the 20% slopes at the rear of the lot. According to Ms. Hollister, there is another boring (R-4E) that was not included in her submittal, but is located in this undisturbed area. She needs to submit an amended soil evaluation report that includes a profile description and shows the location of this boring so that a contour can be established for a mound. In addition, both benchmark elevations need to be checked and verified, since the elevations are 0.91 and 2.05' higher than the contour 1066' shown on the plot plan. The amended report must be completed before a design can be created for a proposed POWTS. Please note, Ms. Hollister is a CST, but not a POWTS designer, so plot plan and mound plan view calculations she has prepared, indicating a location for a 33' x 124' mound, are only an example of what might work after the soil data has been provided. Lots 10 & 11 — I made a note regarding inconsistencies for BM @ 1077.15, which is shown in different locations on each plot plan. I recommended using the alternate lot corner I. P. benchmark @ 1075.10' to avoid errors in establishing mound contour elevations. Lots 1, 10, 11, 14 17, 1 22 24, 25, 31, 32, 34, 40, 41, 45, 46 &62 -On all the above are discrep ies ween the elevations and test pit locations compared to the contours shown on Ms. Hollister's site plans. In a telephone discussion with CST ST CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD,HUDSON, WI 54016 SAINTC9P 7153864686FgX- PZGCO.SA/NT-CROIX.WI.US WWW CO. Page Tw s o roy of epo 5 �.:. r Mary Jo ollister, I was informed that most of the elevations reported for soil test pits were provided by the surveyor art of developing the preliminary plat. The individual soil report plot plans were created using copies of th liminary plat to show 2' contour intervals on the lot and locations of Mary Jo's test pits. When usin n Sea Level elevation (as opposed to an assumed elevation), the contours should be consistent he elevations given for each test pit on the plot plan. Some of the discrepancies may be a result of c largement and scale that are not 100% accurate. However, my concern are errors that range from to more than 6 feet difference in elevation, which is unacceptable. All reports that have discrepancie reater than 0.75' will be set aside and copies mailed to Mary Jo for re-calculation and/or corrections b re the reports will be released for use in designing POWTS. Our office, as 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 10/25/05. Please feel free to contact me if you a questions regarding the soil report review or status of individual lot reports. Sine y, meta Quinn g Specialist Cc: L e Filkins, Ogden Engineering Jo Hollister, CST, Hollister Soil Testing an Wert, Town of Troy Building Inspector bdivision file ST.CRO/X COUNTY GOVERNMENT CENTER PZPCO.SA/NT-CRO/X W/US 1 101 CARMICHAEL ROAD,HUDSON, W/ 54016 71X386-4686 FAX WWW.CO SAINT-CROIX WI Wisconsin Department of CommeroI-.__ ,- �tL L T101 REPORT Page I of 3 Division of Safety and Buildings to Ord ce wntlora1m�65wWis.,gym. C de County ST.CROIX Attach complete site plan on paper not less than 81/2 x 11:inches in size.Plan must include,but not limited to:vertical and horizontal r erenog-pc ) IQe and Parcel I.D. E perrent slope,sale or dimensions,north arrow,a d locati� ��n fG(3F FICFneares road. Please print all/nformadon. le d n / Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). G�/ v� l Q fO Property Owner Property Location LEONARD&MARGARET DELAURIERS Govt.Lot ----NW 1/4 NW 1/4 S 11 T 28 N R 19 ©r))WW Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 706 Coulee Trail N45 --- Hills of Troy City State Zip Code Phone Number ity E]V1Ilage !■ Town Nearest Road Hudson, WI 1 54016 ( T4QY I Coulee Trail 0 New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Q Public or commercial-Describe: Parent material loess over till Flood Plain elevation if applicable NA ft. General comments Mound System-- 1.42 ft.sand fill--0.4 loading rate and recommendations: (If pre-treatment system-0.42 ft.mound sand--0.6 loading rate) F Boring# 0 Boring /obkS 6k n. Pit Ground surface elev. 1058.82 ft. Depth to limiting factor 25 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 1 0-4 10YR3/2 - sil 3fgr mvfr as 3vf-m 0.6 0.8 2 4-9 10YR3/2 - sil 3fa&sbk mfr as 2vf-m 0.6 0.8 3 9-16 10YR4/4 - sicl 3fabk mfr as lvf-m 0.4 0.6 4 16-25 7.5YR3/4 sl Ifsbk mvfr as lvf-f 0.4 0.7 5 25- -- lsbr -- -- -- -- -- -- Horizon 4 has some gr. B Boring# Boring ® 1056.95 9 M e 9 � El Pit Ground surface elev. De th to limiting fa 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 1 0-3 10YR3/2 - sil 3fgr mvfr as 3v€--co 0.6 0.8 2 3-8 10YR3/2 sil 3fa&sbk mfr as 2vf-m 0.6 0.8 8-12 10YR4/3 it 3fabk mfr cs 2vf-m 0.6 0.8 3 s 4 12-19 10YR4/4 sicl 2fabk mfr cw lvf-f 0.4 0.6 5 19- -- tili/Isbr *Effluent#1=BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name (Please Print) Signatur /` CST Number Ma Jo Hollister S 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05-03&10-14-05 (715)426- 1775 Property Owner DeLauriers(Lot N45) Parcel ID# (Pending) Page 2 of 3 Boring 0,s�u (rte/� WOJ Fil. Butiuy lF Pit 1051.3 • Ground surface ele . ft. Depth to limiting fact � 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 1 0-3 10YR3/2 -- sil 3fgr mvfr as 3vf-co 0.6 0.8 2 3-7 10YR3/2 -- sil 3f r&sbk mfr as 2vf-co 0.6 0.8 3 7-16 10YR4/4 -- sicl 2fsbk mfr as lvf--f 0.4 0.6 q 16-21 7.5YR3/4 -- sl Om mfr -- lvf-f 0.2 0.6 g 21- -- -- lsbr -- -- " - n1��tswn- r!l lO��f-- D] Boring# �'Boring / — R'Pit Ground surface elev. 104 Depth to limiting factor 3U in. Soil lication 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 1 0-4 10YR2/2 -- sil 3f-mgr mvfr cs 3vf-co 0.6 0.8 2 4-10 10YR2/2 __ sil 3fabk mfr as 2vf-co 0.6 0.8 3 10-19 10YR3/3 -- sil 2fabk mfr cs 2vf-m 0.6 0.8 4 19-30 10YR3/4 -- sl lmsbk mvfr eb lvf--f 0.4 0.7 5 Isbr -- -- Horizon 4 has some gr. Boring Boring# Ground surface elev. ft. Depth to limiting factor in. F-1 Pit 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>30:5 150 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-8330Test(R.07/00) F .d'lot Plan for Hills of Troy Page 3 of 3 Town of Troy, & Croix County, Wisconsin Lot I" =40fl. Le g al Description g �� G r O , i� 2 � contours TO-OZ Rvi W, -tt WW cf-RO V ®_Backhoe pit Irk 9 t� a� tK s � o o � o o 0 r l e iw 4 ,S• I