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HomeMy WebLinkAbout040-1318-00-034 RECEIVE r, Wisconsin Department of Commerce SQ E LUATION REPORT g 1 3 Division of Safety and Buildings r ! 1 Page of 0t^ in accordance with Comm 8 , m. de County Attach complete site plan on paper no less Can r&WV1q' I I Plan must ST.CROIX include,but not limited to:vertical and orizontWil" i Parcel I.D. / percent slope,scale or dimensions,n w,and location and distance to nearest l4 Please print all information. R iewed at Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 17�l�j Property Owner Property Location M El LEONARD&MARGARET DELAURIERS Govt.Lot ----NW 1/4 NW 1/4 S I I T 28 N R 19 E(or)W Property Owners Mailing Address Lot# Block# Subd. Name or CSM# 706 Coulee Trail N34 --- Hills of Troy City State Zip Code Phone Number OCity OVillage E Town Nearest Road Hudson, WI 1 54016 ( ) Coulee Trail Q New Construction Use[D Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement E] Public or commercial-Describe: Parent material loess over till Flood Plain elevation if applicable NA ft General and comments i r Mound System-- 0.50 .sand fill--0. loadin rate--plo depth 12" (/77,�f/�C% "� �lne�Cu2�sie� (If pre- en system a ow-grou 1 --0.3 lopuing rate) ` A Boring# u Boring 1 (�5 t 5 s OWYI f"Gi �p jiU`2r 2 P((R r l9C 1067 6Y' II t Q Pit Ground surface elev. 1067.71 ft. Depth to limiting factor 30 in. Soil Appfication Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 1 0-4 l0YR3/2 -- sil 3fgr mvfr as 3vf-m 0.6 0.8 2 4-13 10YR3/2 sil 3fgr&abk mfr as 2vf-m 0.6 0,8 3 13-23 I OYR4/4 — sicl 3fabk mfr 0.6 cb 1 of-m 0.4 4 23-30 10YR4/4 -- sicl 2fabk mfr as lvf-f 0.4 1 0.6 5 30-33 IOYR4/4 fif 10YR4/6 sicl Ifabk mfi -- lvf-f 0.2 0.3 Horizon 2 has some Impl. F 13 Boring# El El Boring 1069.23 30 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 I *Eff#2 1 04 10YR3/2 sil 3fgr mvfr as 3vf-m 0.6 0.8 2 4-15 IOYR3/2 — sil 3fgr&a&sbk mfr as 2vf-m 0.6 0.8 3 15-24 10YR4/4 - sicl 3fa&sbk mfr aw 2vf-m 0.4 0.6 4 24-30 7,5YR3/4 sl lmsbk mvfr as lvf-m 0.4 0.7 5 30-40 7.5YR3/4 c2d 7.5YR4/4 sl Om mfr -- 1 vf-f 0.2 0.6 Horizons 4& 5 have some gr. *Effluent#1 =BOD,>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name (Please Print) i nature / /� CST Number Ma Jo Hollister r f 0 vb'(4'5& 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05-03-05 (715)426- 1775 1 Property Owner DeLauriers(Lot N34) Parcel ID# (Pending) Page 2 of 3 Boring f Boring# �067-614 S�v�� � � 'O �,�Pit Ground surface ele . t. Depth to limiting factor 30 in. Soll A Ilcetlon 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 0-5 10YR3/2 -- sil 3fgr mvfr as 3vf-m 0.6 0.8 2 5-16 10YR3/2 -- sil 3fRr&abk mfr ai 2vf-m 0.6 0.8 3 16-30 10YR4/4 -- sicl 3fabk mfr cs 2vf-f 0.4 0.6 4 30-34 10YR4/4 m2f 10YR4/6 sicl 2fabk mfi -- lvf-f 0.4 0.6 F-1 Boring# U Boring ElPit Ground surface elev. Pit Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKf in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F-1 Boring# Boring Ground surface elev. ft. Depth to limiting factor in. El 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<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-8330Te t(R.07/00) Property Owner DeLauriers(Lot N34) Parcel ID# (Pending) 1 Page 2 of 3 El Boring ` / pyf Q FC Boring# �6�. >h,1 �� �p � &'0 Pit Ground surface ele ft. Depth to iimiting factor 3Q 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 0-5 10YR3/2 — sil 3fgr mvfr as 3vf-m 0.6 0.8 2 5-16 10YR3/2 — sil 3f &abk mfr ai 2vf-m 0.6 0.8 3 16-30 1OYR4/4 — sicl 3fabk mfr cs 2vf-f 0.4 0.6 4 30-34 10YR4/4 m2f IOYR4/6 sicl 2fabk mfi — lvf-f 0.4 0.6 ❑ Boring# ri Boring nPit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon T Depth`' Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in.Depth' Qu.Sz. Cont.Color Gr.Sz.Sh. *Etf#1 *Etf#2 Boring F-1 Boring# Ground surface elev. ft. Depth to limiting factor in. 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 =BOD5>30<220 mg/L and TSS>30<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 contract the department at 608-266-3151 or TTY 608-264-8777. SED-8330Test(&09/00) I Plot flan for Hills of Troy Page 3 of 3 Town of Troy, St. Croix County, Wisconsin Lot �54 1" = 40 ft. Le al Descri tion ��V cF TIAr-- � Z s 2 contours g .� P pacm -mwo 5F,may 9 = Backhoe pit J*j 1 1 B-'119C. 34 o I � I B—. 96 1 � EC 1 ® ` BENCH Mfg TOP OF F IRON PIPE B-1 19A. ELE B-1 10C b-70.q1' 1 / OF PR / or 8-1106 BENCH MAR TOP OF �4#;r 12� ® IRON CROIX COUNTY AA PLANNING 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 Administration SE/NW Section 11, T28N, R1 9W Town of Troy 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 . 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 oan 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 X�,,910, 11, 14 17, 1 22 24, 25, 31, 32, 34, 40, 41, 45, 46 &62 - On all the above lots, there are discrep ies een 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 110 1 CARMICHAEL ROAD,HUDSON, WI 54016 715386-4686. is T PZPCO.SAINCROIX.W1.US W W W. O.SAI NT Page Tw i o roy oiiepors : 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. Sinc y, l._. -4 mela Quinn 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 PZ @CO.SA/NT-CRO/X W/US 1 101 CARMICHAEL ROAD,HUDSON, W/ 54016 715386.4686 FAX WWW.CO.SAINT-CROIX WI US .......... _._ �t RFF C 7711 Wisconsin Department of Commerce SQI Ety,�LUATION REPORT P 1 3 Division of Safety and Buildings ! age of in accordance with Comm kt/ej��,km. 06de County Attach complete site plan on paper no less t$dn flrFZhc 1Lf'it} in`size,Plan mustA" ST.CROIX include,but not limited to:vertical and orizont9l(t�A�WnMF 1,dirt?cfitm and, Parcel I.D. /� ^ percent slope,scale or dimensions,n w,and location and distance to nearest toad,. Q rJ`� PE —03 Please print all information. Re4iewed _ 71,71 Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)), >J Property Owner Property Location LEONARD&MARGARET DELAURIERS Govt.Lot ----NW 1/4 NW 1/4 S 11 T 28 N R 19 ©r)❑W Property Owner's Mailing Address Lot# Block# Subd. Name or CS M# 706 Coulee Trail N34 --- Hills of Troy City State Zip Code Phone Number ity 0 Village ■ Town Nearest Road Hudson, WI 1 54016 ( ) Coulee Trail 0 New Construction User Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement 0 Public or commercial-Describe: Parent material loess over till Flood Plain elevation if applicable NA ft, General comments Mound System-- 0.50 ,sand fill--0. loading rate--plo depth 12" l and r�cp�atip� �—,�� Cfra� sr (If pre-treatment system elow-grou rip lmgatioU0.8 to mg rate) �� S WU41ktj A Boring# U Boring 1 Y1{`S j:5 S twit &;�-a jo-p r e PV ?I� Gtr )I9C 10&-7,rUY II Q Pit Ground surface elev. 1067.71 ft. Depth to limiting factor 30 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 I *Eff#2 1 04 10YR3/2 sil 3fgr mvfr as 3vf-m 0.6 0.8 2 4-13 10YR3/2 sil 3fgr&abk mfr as 2vf-m 0.6 0,8 3 13-23 10YR4/4 sicl 3fabk mfr cb lvf-m 0.4 0.6 4 23-30 10YR4/4 sicl 2fabk mfr as lvf-f 0.4 0.6 5 30-33 10YR4/4 flf 10YR4/6 sicl lfabk mfi -- lvf-f 0.2 0.3 Horizon 2 has some lmpl. F B Boring# Boring 1069.23 30 El 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 1 0-4 10YR3/2 sil 3fgr mvfr as 3vf-m 0.6 0.8 2 4-15 10YR3/2 - sil 3fgr&a&sbk mfr as 2vf-m 0.6 0.8 3 15-24 10YR4/4 sicl 3fa&sbk mfr aw 2vf-m 0.4 0.6 4 24-30 7.5YR3/4 A lmsbk mvfr as lvf-m 0.4 0.7 5 30-40 7.5YR3/4 c2d7.5YR4/4 sl Om mfr -- lvf-f 0.2 0.6 Horizons 4& 5 have some gr. *Effluent#1 =BODS>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) i nature / � CST Number Ma Jo Hollister L J 0/VP--(4,5 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05-03-05 (715)426- 1775 I Property Owner DeLauriers(Lot N34) Parcel ID# (Pending) Page 2 of 3 f F( C3 Boring SV�L7,�YL �bo0-� 10O Boring# 0 Pit �067.64■ Ground surface ele , ft. Depth to limiting factor in, Soll Application Rete 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 1 0-5 10YR3/2 -- sil 3fgr mvfr as 3vf-m 0.6 0.8 2 5-16 10YR3/2 __ sil 3f r&abk mfr ai 2vf-m 0.6 0.8 3 16-30 10YR4/4 -- sicl 3fabk mfr cs 2vf-f 0.4 0.6 4 30-34 IOYR4/4 m2f 10YR4/6 sicl MR mfi -- lvf-f 0.4 0.6 ❑ Boring# J Boring a 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 Boring# � Soil Application Rate Horizon Depth 1� n / q l/�r :s GPD/fg in. *Eff#1 *Eff#2 *Effluent#1 =BODS>30<220 mg/L and TSS>30<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) Plot Plan for Hills of Troy Page 3 of 3 Town of Troy, St. Croix County, Wisconsin Lot � 1.99 = 40 ft. Legal Description 2 f contours OF a = Backhoe pit .................. 13-'i i 9C -aL loo.iA, 34 B- PLi BENCH MAC TOP 1OF IRONY PIPE ELEVATION= 076.qj B-1 10C / _ 7'0F I B-110B IRO BENCH MAR TOP o 4f' IRON EE TiON