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Home My WebLink About020-1439-03-000 (2) RECEIVED ~ ~ #1057 IvAscon!% SOIL EVALUATION REPORT O r, ~ r o I Department of C$ 2012 in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Keith E. Stoner S1` IttWs. vN~1NG OFFICL ~~~iii... D x Attach complete site p paper n'b' less than 8%x 11 inches in size. man my S} . C%_0 .l include, but not limited to: vertical and horizontal reference point (BM), d on and---- percent slope, scale or dimensions, north arrow, and location and distance to n®amsLwad. Parcel I.D. 020-1439-03-000 Please print all information. &ew y Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Hartman Homes Govt. Lot NW1/4, NE1/4, S25, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 744 Ryan Dr. Suite 102 3 Indigo Ponds City State Zip Code Phone Number ❑ City ❑ Village [Y] Town Nearest Road Hudson WI 54016 715-377-1555 "Los0t1 Highlander Trail ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Glacial Drift Flood plain elevation, if applicable NA ft. General comments Tested area approx. 20x90' located on side slope of narrow ridge. This allows for 2 cells 90' long using the 101.50 and 100.00' and recommendations: contours w/a 8' separation or 3 cells approx. Musing the 101.50 and 99.00' contours w/ 3' of separation. System elev. to be sef based on home a It va,4jon. See- 0~/ti 2-00 3 s Boring # Boring ❑ pit Ground surface elev. 101.75 ft. Depth to limiting factor >113 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 *Eff#2 1 0-6 7.5YR2.5/1 - sl 2mgr mvfr a 3f-co 0.6 1.0 2 6-16 7.5YR3/4 - sl 2msbk mvfr gs 3f-co 0.6 1.0 3 16-30 7.5YR4/4 - r Is Osg ml gs 2f-co 0.7 1.6 4 30-113 7.5YR4/4+5/4 - s Osg ml - if-co 0.7 1.6 F2]Boring # Boring Pit Ground surface elev. 97.20 ft. Depth to limiting factor >96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2 1 0-5 7.5YR2.5/1 - sl 2mgr mvfr c5 3f-co 0.6 1.0 2 5-11 7.5YR3/4 - sl 2msbk mvfr gs 3f-co 0.6 1.0 3 11-24 7.5YR4/4 - sl 2msbk mvfr gs 3f-co 0.6 1.0 4 24-96 7.5YR4/4+5/4 - s Osg ml - 2f-co 0.7 1.6 Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L fluent #2 = BOD5 s30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Keith E. Stoner 224059 Address Keith E. Stoner Date Evaluation Conducted Telephone Number 23220 Wood Creek rd. Siren, WI 54872 5/17/2012 715-653-2324 SBD-8330 (R.07/00) Property Owner Hartman Homes Parcel ID # 020-1439-03-000 Page 2 of 3 [~31 Boring Boring # Pit Ground surface elev. 100.50 ft. Depth to limiting factor > 107 in. Soil Application Rate FHodzon Depth Dominant Color Redox Description Texture Structure Consis ence Boundary Roots GPDtW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *Eff#2 0-4 7.5YR2.5/1 - I lmsbk mvfir cs 3f-co 0.4 0.6 2 4-24 7.5YR3/4 - I 2msbk mVfr gs 3f-co 0.6 0.8 3 24-28 .5YR4/4 - sl 2fsbk mvffr gs 3f-co 0.6 1.0 4 28-107 7.5YR4/4+5/4 - s Osg ml - 2f-co 0.7 1.6 Boring F-1 Boring # Pit Ground surface elev. ft. Depth to limitingfactor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2 Boring F-1 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Ef1#1 *Eff#2 " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 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-8330 (R.07/00) Kefth E. Stoner U N t O~ - b r ~ ~ o N bdb7bJC~f w ~ C/1 o io W N~< to p II II II m ~ g' A `O O~O~ A b ►t ~ O tJ ~ ~ A ~ A in c) -t d A $ 0 N ~ ~ b o U o• a ~ y A C ! m y A A ~e 1 Rr 'o ~ 11 5 ~ y q; O A w a W 1 v ~ y h' O ~ o cs ~ O o z v D 0 $ 'b CID mo ~ p O o~ `o 0 V 1 N V W o O c b e `b bo N 3 \o cn p POP. bd $ SPI. IV// ~I~ ► N b w ry II g y n CC ot-11 @ 51 \ e b ~ A A y 0 oti e" ae tr , 0 y rL o W w 1271 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must County St. Croix include, 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. Please Tint !!n ED Revi ed y Da te Personal information you provide ay be usdary purposes (Privacy s. 15.04 (1) (m)). - Property Owner MAY 1 3 2003 Property Location ROSAMJI, L.L.C Govt. Lot na NW 114 NE 1/4 S 25 T 29 N R 19 W Property Owner's Mailing Addres ST. CROIX COUNTY Lot # Block # Subd. Name or CSM# / ~ 1 2141 Cty Rd. C ZONING OFFICE 3 na Indigo Ponds r J City State Zip Code Phone Number I City J Village i0l Town Nearest Road New Richmond WI 54017 715-248-7071 Hudson Highlander Trail 0 New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement j Public or commercial - Describe: Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable na General comments and recommendations: system elevation 96.10 ft, trenches spaced and depth to code 5.00 ft below grade a Boring # I Boring 01 Pit Ground Surface elev. 101.10 ft. Depth to limiting factor 120 in. Sotl Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 1Oyr3/2 none sit 2msbk mfr gw 1c .5 .8 2 6-32 1Oyr4/4 none sicl 2msbk mfr gw 2f .4 .6 3 32-120 7.5yr4/4 none sl 2msbk mfr na na 5 .9 COS <35% coarse fragments = 36" & >35% - <60% = 60" below system Boring # I Boring lim Pit Ground Surface elev. 101.10 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftin. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/2 none sil 2msbk mfr gw 1c .5 .8 2 8-32 10yr4/4 none sicl 2msbk mfr gw 1 c .4 .6 3 32-48 10yr6/4 c2d7.5yr5/6 sicl 2msbk mfr gw na .4 .6 4 48-65 7.5yr4/6 V1 , none sl 2msbk mfr gw na .5 .9 too 5 65-120 7.5yr4/6 none cos osg mvfr na na .7 1.6 ~o )0 /V11 y * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si e: CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 4/28/2003 715-246-5085 'f Propeity Owner ROSAMM, L.L.C Parcel ID # pending Page 2 of 3 F$ Boring # J Boring M' Pit Ground Surface elev. 93.10 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr3/2 none sil 2msbk mfr cs 1c .5 .8 2 4-19 10yr4/2 none sicl 2msbk mfr gw, 1 c .4 .6 3 19-40 7.5yr4/4 none scl 2msbk mfr cs na .4 .6 4 4 40-120 7.5yr4/4 none cos osg ml na na .7 1.6 ❑ Boring # J Boring Pit Ground Surface elev, ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ 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/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM ROSAMJI, L.L.C. New Richmond,WI 54017 Lic. #248956 NW1/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200 Town of Hudson, St. Croix Co. Fax.(715) 246-9372 Indigo Ponds Lot 3 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1"=40' ♦ =Benchmark Ele. I00.00Ft Top of 1/2" pvc pipe / • • = Alt Benchmark Ele. 100.60Ft 93, 'OF"- Top of 1/2" pvc pipe F~ ❑ =Borings g 16 Boring Elevations BI = 101.1017t B2=101.10Ft B3=93.1OR / oD• /fir B4 = OO.OOFt P- r 5 -7' -a4- k:'~ .780 AC.) F t 1 19 919.6 `97744 S,F. .H. W 4 ' ri I (1.058 AC. N.B.P A.1 N/:1 92458 d•F. (2.123 AC.), l P 5: t (1.578 AC. N.B.P.A.} ter...., ~ ~ ~ r f { t `F r` i ~ ~ - s (3.071 AC. 1.442 AC. N.B.P.A.) ,f . ®10 , i o~ r0gg~ i 'e f 87839 S.F. 5Ar (2.016 AC.) f N - ZerZ /,(1.384 AC. N.B.P.A.) w - ,p002 315.66 y t+ w R0 ' `/~~6 (r r f w w ~ 1 r pJ T) 95. 49 < 120148_ ~S.F. ' 10,W7 S.F (2.772 AC.) _ (2.398 AC.; / j j; c - 51 1 1.141 AC. N.B_ .P.A.) 1.308 AC. N.B. i - 157194 S.F. 3.609 AC.j/ 1.022 AC. N ;B.P.A. SF--' 4C.} B.P.A-- i ~ r ~ it Ql ~ b _ - 1!~`i%•wt1?~' .\A `f/ :k/.\ir,1 d.t ✓V.'\ eL r'.':7./ 'vd `cisv.• 4 .V \ I ~ t v ~ i r, i ~•i v i s t 1 From: Jennifer Shillcox Fw Indigo ponds Lot #6.txt Sent: Thursday, may 03, 2007 10:00 AM To: 'williamjpeterson@comcast.net' Cc: Ryan Yarrington; Kevin Grabau Subject: Fw: Indigo ponds Lot #6 Bill, The DNR has determined that the pond on Lot #6 of Indigo Ponds is non-navigable; therefore, county shoreland regulations do not apply and neither a land use permit nor special exception permit are required if you decide to build on the lot in the future. Jenny Shillcox Land use specialist -----Original Message----- From: Baumann, Dan G - DNR [mailto:Dan.Baumann@wisconsin.gov] sent: wednesday, May 02, 2007 4:15 PM To: Jennifer Shillcox Cc: Baumann, Dan G - DNR Subject: Indigo ponds Lot #6 Jenny, we've determined that the pond/wet area on Lot #6 that you asked me about is non-navigable. Daniel G. Baumann, P.E. Regional water Leader west central Region (715) 839-3722 Dan.Baumann@dnr.state.wi.us Page 1 From: Jennifer Shillcox Sent: Tuesday, April 17, 2007 10:31 AM To: 'dan.baumann@dnr.state.wi.us' Cc: Ryan Yarrington; Kevin Grabau; Steve Olson Subject: Lots 1 and 6, Indigo Ponds Subdivision Hey Dan, Thanks for getting back to me so quickly. As I mentioned over the phone, we met with a builder who will be constructing houses on Lots 1 and 6 in the Indigo Ponds Subdivision in the Town of Hudson. According to the builder, Lot 1 has a large pond which shows up as a drainage easement on the preliminary plat. I am guessing this is a man-made storm water retention area and that shoreland regs do not apply. On Lot 6, there is a small pond/wetland that shows up on the preliminary plat as having an OH*'d r of 919.6 with a 75-foot setback platted. The builder also submitted a copy of survey that shows the wetland having an OHW elevation of 923.86 per the final plat. I have attached a copy of the preliminary plat and the survey for your review. I need verification on whether or not this is a navigable pond Let me know what you determine after you've seen the site on Monday. I appreciate your help! Thanks again, Jenny Shillcox Land Use Specialist St. Croix County Planning & Zoning Department 1101 Carmichael Road Hudson, WI 54016 Phone: 715-386-4682 Fax: 715-386-4686 jennifers(a co.saint-croix.wi.us il il Lot 6 Certificate of Lots 1 and 6 - Survey.jp... Indigo Ponds Su... ` Page 1 of 1 Pam Quinn From: Pam Quinn Sent: Wednesday, September 14, 20114:58 PM To: 'steve west'; 'Mark Erickson' Cc: Kevin Grabau; 'Wenholz, Michael D - DNR'; 'Pericak, David M - DNR'; Steve Olson; David Fodroczi Subject: Sarrack Lot 4 Indigo Ponds and Shoreland zoning Attachments: Indigo Ponds wetland delineation.pdf Hi All, After extensive review of documents contained in the Indigo Ponds subdivision development folders, it does not appear that lots in the northerly portion of the subdivision were intended to be subject to Shoreland zoning requirements. The attached 2003 wetland delineation identified the area on Lot 6, labeled "wetland" on the plat, as a depressional area, not a navigable water body. Mark Erickson has taken time to research the navigability issue and provided support for a finding that the area on lot 6 is non-navigable and should not be subject to the filling and grading permits required under county Shoreland Zoning. The "depressional area" on lot 6 is within a recorded 75' setback and drainage easement, which will provide a buffer against land disturbance occurring on adjacent lots. Permanent stabilization of disturbed areas is required in Item 7.3 and erosion control during construction is required in Item 7.9 of the recorded Declaration of Protective Covenants (Document 770482). A hand-written note by a county staff member was attached to a copy of the preliminary plat, which specified the following lots within 300' of the year-round Indigo Ponds as being subject to Shoreland zoning: 36, 37, 38, 39, 40, 41, 45, 46, 57, 49, 50, 51, 52, and 53. The Town of Hudson zoning ordinances are applicable for lot 4, but not the county Shoreland overlay district. I have issued the sanitary permit for Lot 4 and recommend that the special exception and land use permit applications be withdrawn. The application fees paid for the special exception and land use permit will be refunded. The Sarracks may now obtain a building permit from Brian Wert and proceed with the construction of their house, driveway and septic system subject to town ordinances and recorded subdivision covenants. Pamela Quinn, Zoning Specialist (POWJ-S) St. Croix County Planning & Zoning Dept. 1101 Carmichael Road Hudson, 'W-T 54o16 715-386-4680 pamq@a,co. saint-croix. wi. us 9/14/2011