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Home My WebLink About002-1013-95-300 (2) Wscons7R Department of Safgtg6"*i4essional Services J I -a o 1 - of 7 0 DivisionollndurAOy Services,.; ='I "y SOIL EVALUATION REPORT Page I of 4 _ In accordance with SPS 383, Wis. Adm. Code County ST. CROIX Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must mclude, but not limited to verkol and-hor~wntal reference point (BM), direction and Parcel .D (PENDING) 3Od percent slope, scalle,orditiwgslore; nort}i arrow, and locatlon and distance to nearest road. _ Please Print all kdio nation. Ravi by Date a ~C Personal irdomution you provide mar be used for secondary purposes Wr, .s. 1SOCfi}4} - - / r7 r / Property Owner Property Location 1:1 )W COREY BAUER Govt Lot SE 1/4 SE 114 S T 29 N R 16 E (or) W Property Owners Meiling Address Lot # Block # Subd. Name or CSM# 2397 30th Avenue 3 (Pending) City Stator Zip Code Phone Number Village • own Nearest Road Baldwin WI 54002 ( 715) 497 - 6994 110th Street O New Construction Use Residential / Number of bedrooms NK Code derived design lbw rate NK GPD ~Replecemeit Pubic or cotmneraat - Describe: Parent materiel sandy loam till Flood Plain elevation if applicable NA ft. General cominents and recommnwron endations: Mound System - 0.4c loading rate w/2.34 R. sand fill INTERPRETIVE DETERMINATION REQUIRED. F] Baring # 0 Boring - a Pit Ground surfaceelev. 0D-0 ft. Depth to limiting factor 8 in. Soil -Appicabon Rate Hodzon Depth Dominant Color Redox Description Texture Structure Coraiste ice Boundary Rods GPD4F in. Murlaell Ou. Sz Cont. Color Gr. Sz. Sh. •Effk1 •Eff#2 1 0-8 10YR2/1 Sill 3fabk mfr cs 3vf-co 0.6 0.8 2 8-13 IOYR412 fid MYRA* sil 2fabk mfr as lvf-m 0.6 0.8 3 13-15 IOYR4/2 ruld10YR4/6 sic[ Ifabk mfr - 0.2 0.3 water obscrv A15 ❑ Boring # h Boring _ ]0 Q Pit Ground surface elev. W. 5V ft. Depth to Wilting factor in. Soil Application Role Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. •Etif1 'EIf#2 1 0-10 10YR2/1 sit 31abk mfr cs 2vfco 0.6 0.8 2 10-18 1OYR4/2 mldioYR4/6 sil Ifabk mfr - lvf-m 0.4c 0.6 water (ty 18" • Ealuerd #1 - SOD > 30 < 220 ng/L and TSS >30 < 150 mg& • Effluent 02 - BOO. < 30 ngrL and TSS < 30 rtg& CST Narne (Please Prino _ - Sig 74 CST Number MARY JO HUPPFRT Hollister's Soil Testis &Dcsi Z{ 224832 Address - Date va Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 09- 24, 2018 715-426-1775 sill}8310 tR(17,113) BAUF.R,Corey (Lot 3) (fending) 4 property Owner ParceIID# Page of 3 Boring #~eoring Q Pit Ground surface olev. %00.04 ft. Depth to uniting factor 8 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, 'E6f1 -Eff92 I 0-8 IOYR2/2 - sil 3fabk mfr cs 3vfco 0.6 0.8 2 8-16 IOYR4/2 mld 10YR4/6 sil Ifabk mfr as Ivf--m 0.4e 0.6 3 16-24 5YR4/4 m3p 2.5YR414 scl Om mft - - 0.0 0.0 some gr. I Boring # ' Boring I~ Pit Ground surface elev. ft. Depth to limiting factor in. SS61 Appication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'Eft#1 'Eff#2 ❑ Boring # 9 Boring Pit Ground surface elev. ft. Depth to inrting tads in. _ Soil Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Mansell Qu. Sz. Cont Color Gr. Sz Sh. 'EfW1 'E02 Effluent #1 * BOO, > 30 < 220 rro& and TSS >30 < ISO myL ' Effluent 02 = BOD, < 30 mgyt and TSS 130 rrg/L nar.ow 11,Wla7 Plot Plan Page 3 of y PROPERTY OWNER: C K6E & uER 1' = 40M (emoept where noted) Legal Description _ LDT 3 5659 of fitE SE~~( SSC • A(o T 29N RI (,W Q - boddhoe pit r -70W[) 01- F5'*LDWIN CRptx C'OuNt WLSQB SIN.. 3, 337 ,4 ~,e~ s Too. b9 ~jk#L=7G5~DF kE 91.90 ci)m Ntuttl r matk TDA Yue PIPE. ABlVE 6rcou»t, 9' /Oe.W~I P wED Iao,Ce ' R /o [Prt .JOr w l LVOOnsI I 00 I ~i F. o~C IN G SANK I 6 u I Y v y -g-() LO 4-wr Site location: LTN , DD ~ Ax (B m o Y N S~ 11s ♦uE• w 'AAA - e ; l r AOL I + vi Y l~ y A, A, i 'lY "~1 3L ,1., J 4 !S ~f iav,u~ t.p.~ DIVISION OF INDUSTRY SERVICES _ 10591 N RANOI RD RAYWARD WI '4a936962 . ~ (koaml I hough Relay $ P p//dgmrn 9w1proWarmhr0mby ev_nu:% 11, S wwa wlsc,r gov "r...... Sccm Wamur, Governs Lmm Guhfrreu, $lOldy \ovcndlcr 2018 CONDITIONAL APPROVAL. Conditionally PLAN APPROV'ALEXPIRES: (no expiration) APPROVED Plan Review: PWTS-I 11802299-SSI) DEPT. OF SAFETY AND PROFESSIONAL MARY JO I11'PPF.RT SERVICES DIVISION OF INDUSTRY SERVICES SITE: ~ ~ cl c/1 cJJi. e%c~d < Corey Bauer Lot 3 Saint Croix Cbunty 'I'owa of Baldwin SEE CORRESPONDENCE FOR: Interpretive Determination The submittal described above has been rcviowed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statures. I he submittal has been CONDITIONALLY APPROVED. Approved depth to saturation limita(ion: 8 inches In graining, this approval the Division of Industry Services reserves the right to require changes or additioos should conditions arise making them necessary for code compliance. As per state stall 101.1212), nothing in this review shall relieve the designer ofthe responsibility for designing a safe building, snuctura or component, Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address oil this letterhead. 1 he above Ml addressee shall provide a copy of this letter and the JIOW'IS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely. /tT yl Ed Taylor POWTS Wastewater Specialist, Division of Industry Services (715)634-3484 •d"', r La, , i -,I;.r1 1 1 ,r Lot 3, C.S.M., Vol. 22, Pg. 5296 SOIL INTERPRETIVE DETERMINATION (Pursuant to D.S.P.S. 385.60 (2), W.A.C.) CORY BAUER PROPERTY LOCATED IN THE SEl/4 OF THE SE1/4, SEC. 06, T29N, R16W T. CWN OF BA--DWIN, ST. CROIX COUNTY A required soil evaluation has been completed for Lot 3, C.S.M., Vol. 22, Pg. 5296. This report addresses conditions described under SPS 385.30 (2)(b)1., Wisconsin Admin. Code. Soil profile descriptions and a site map are attached. The site is in a Skyberg silt loam map unit of the USDA Web Soil Survey adjacent to its boundary with a Freeon silt loam map unit. Soil conditions on the site represent a transition from the Freeon soils to the Skyberg soils. The Skyberg map unit description for St. Croix County specifies a somewhat poorly drained drainage class with seasonal saturation occurring at 6 inches while the Skyberg official series description associates these soils with a poorly drained drainage class with frequent saturation atthe soil surface. The drainage class for the adjacent Freeon soils is identified as moderately well drained in both the map unit description and in the official series description with the expected minimum depth to seasonal saturation occurring at 1.0 foot in the map unit description and at 2.0 feet in the official series description. Subsoil color patterns observed in sample profiles on the site, a chroma 3 matrix interspersed with Fe- oxide accumulations and depletions immediately beneath the "A" horizon, indicate a somewhat poorly drained drainage class as would be expected in a transition zone between poorly drained soils (Skyberg series) and moderately well drained soils (Freeon series). The observed soil conditions most nearly conform to the somewhat poorly drained Magnor series which has an expected minimum depth to seasonal saturation of 1.0 foot according to the official series description. The Magnor soils are specified as geographically associated soils of the Freeon series. Free water rarely encroaches into the "A" horizon of soils with somewhat poorly drained moisture regimes. This generalization is consistent with the Magnor official series description. The observed eight-inch depth to redoximorphic indicators of saturation is greater than the six-inch minimum required for In situ soil to install a POWYS (Private Onsite Wastewater Treatment System) per SPS 383.44 (3)(b), Wisconsin Admin. Code. Conditionally Sub ed by: APPROVED ~/1.. DEPT, OF SAFETY AND PROFESSIONAL MSERVICES Ma JO uPP rt DIVISION OF INDUSTRY SERVICES Designer: 1859-007 CST: 224832 SEE CORRESPONDENCE DATED: 10-22,2012 Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT page I of 4 in accordance with SPS 383, Wis. Adm. Code Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County 011. CROIX inGude, but not limited to vertical and hwizomal reference point (BM)• direction and Parcel I D percent slope, scale or dimensions, north arrow, and location and distance to nearest road (PENDING) Please print all inkrmation. Reviewed by Date. Peracnai information you provide may be used for sew Mary purPO s (Privacy Law. S. 1 S o4 (1) (m)). Property Owner Property Location ❑ ❑ COREY BAUER Govt. Lot SE 1/4 SF- 114 S 06 T 29 N R 16 E (ex) W Property Owner's Mailing Address Lot # Bock # SM. Name of CSM# 2397 30th Avenue 3 (I'cnding) Qty State Zip Code Phone Number L-jCnty village Town Nearest Road Baldwin WI 54002 ( 715) 497 - 6994 11 Oth Street New Construction Use[] Residential/ Number of bedrooms Code derived design flow rate_ _ NK__ _GIRD Replacement El Public or commercial De=tbe: Parent material sandy loam till Flood Plain elevation if applicable NA_ _ ft General comments and recommendations: Mound System 0.4c loading rate w/2.34 ft. sand fill INTF.RI'RI fIVF. DF'fERM]NATION REQUIRED. ❑ Boring # Boring 0 Pit Ground surface elev. 100.69 ft. Depth to limiting factor 8 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Ou. Sz. Cont. Colo( Gr. Sz. Sh. 'EH#1 'Eff#2 1 0-8 10YR1 I sil 3fabk mfr Cs 3vf-co 0.6 0.8 2 8.13 10YR4J3 flit L0)'R4ro sil 2fabk mfr as I of m 0.6 0.8 3 13-15 IO,tr ?3 n,tdlovea;c, sicl Ifabh ulfr 0.7 0.3 waterobserv !a; 15 F2 El Boring 10 Boring# 9.34 Q Pit Ground surface elev 9 , ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture StmcaRe Consistence Boundary Roots GPDIff in. Munsell Ou. Sz. Cont. Color _ Gc Sz. Sh. •EfryN •EftM2 1 0-10 10YR21 - xi1 3fabk mfi cs 2 f-co 0,6 0.8 2 10-18 IOYR4/3 m1d40YR4r6 sit Ifabk mfr Ivf rn 0.4c 0.6 water (q I8" Effluent #1 = BOD - 30:5 220 mg/L and TSS 130 < 150 mgrs • Ellanent #2 = BOD < 30 rng/L and TSS < 30 mgA CST Name (Please Print) Si CST Number MARY JO 11UPPERT Ilttllister's Soil 'I_ estinQ&Desipri) t t tC _ 224832 Address Date Evaluati , nducted Telephone Number 28497 King Arthur's Court, Danbury, WI 54930 09- 24. 2018 715426-1775 51304030 (907/) 3) Property Owner _ BAUER, Corey (Lot 3) (Pendin-) 2 4 ~ - I 5 ~ Boring # Pd Bonne Page of 1J Ground surface elev. I t10~ ParcelID#Depth to limiting factor-, in - Soil igtion Rate Horizon Depth Dominant Qdor Redox Descriptiar Texture Structure Consistence Boundary Roots GPDOF in. Munsell Ou Sz. Cont. Color Gr. Sz. Sh. 'ER#1 'EfW2 1 0-8 I0YR212 Sit 3fabk ntfr cs 3v-co 0.6 0.8 2 8-16 I0YR4:3 nild IOYR4;6 sit Ifabk mfr as lvLm 04c 0. 6 3 16-24 SYR4,14 To 3p 25Y114r4 scl Om mfr 0.0 0.0 some qr. Boring ❑ Boring A Pit Ground surface elev. R- Depth to limiting factor m. - - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Ou. Sz. Con[ Color Gr. Sz. Sh. •Eft#1 'Ef#f2 - - - - - Boring Boring A F-1 Pit Ground surfaceelev. _ R. Depth to limiting (actor in. Soil Application Rate Horizon Depth Oomnant Color Redox Desorption Texture Structure Consistence Boundary Roots CPD!if in. Munsell Qu. Sz- Cont Color Gr. Sz. Sh. •Eff#1 'Eff#2 Effluent #1 = BODt > 30 1220 mgfL and TSS >30 < 150 mg/L • Effluent 02 = BODt < 30 mg/L and TSS < 30 mg/L K Rt3Y 'e.p l . i iVl 1 1011 r w PROPERTY OWNER: C K6~ 3 ALA SF, 1" = 40 Ff. lexcept where noted) i Legal Description: LOT sE1 4 or -rr e -5,,14 5£C . eb t 2-9~ k l bWi = backhoe pit '!owl.) of _P~+t Dwln; r.,.• Ooudty wisa19p IA) North ice, , ; . J .Yl' ~ I D l r: ~r J I 0I l Site location: CTN. DDS ii d r 4 N _ S(f~ I10 f4'l aUE• 1 E." y Y., 8, i. i FMk r44 ' "JJ~~++bbRt4t. 1B 4qd t _ P JR F.' T ~a r.,1- a 1 t L 4 ~ i ' f • f'. R A . . F j$tl ~ o t n j* # a fJ 5 1 plµ~}~( ♦ z ol- .4~ n y 9 w .19 ,l 4 11 4140 ~ S r • Corey Bauer ~r ss at' the Southeast AS of Section 6, Township 29 r t, age 16 'Iftst, Town of Sakiwin, St. Crux County, Wisconsir. LiX A Lot 1- 249.895 Acres -1,302,231 Sq. R 28.151 Acres - 9,268, 807 Sq. R. Exc..Road R.O. iV. `P Lot 2 - 3.337 Acres -145,374 sq. Fr. -es.603~ sQ03Ao - 9s4770 s.2,. fe. 2,-x• rlbod 2,Yo.w. *U as $ 40e 3 - 3.307 Awrea - 145,374 Sq. R. 3 ?T" /1 tree. 3 OW Aems - 130, 779 Acres Eva Road R. 0. W c wl 54002 Lad 4 - 3339 Acres or 144 460 Sq. 1q. acs 2 780 Acmes or 121, 098 Sq. R E)tc. Roed R.O.Ve% W p+ 6 2 C.S pB ¢J 2Z Page 5296 S 87'38'43-E 1328.92• u' { ^ M ~j !tl dine SE 1/4 SE 114 9295.89 ~ Ui ~j I 1 1 33.03' 1 " 33, 2, 33' wc1 j 'dB! ~ ~ ~r l[ I ~ } ~ tdt tl! Lot I Z1 s e7*32'11'E 9327,48- a 1294 45' 442 .32, 442:32' O A W 409.82' 33.03' LOO w - 44284 . ! 8 o s 87°3274 E 129398' 442.32, CO I Ocm ng L®f 4 (1 ~ LJ eq 44232' - ~z32'-- 409.34' N~~ a I 11 h venue i. s 870 32'19 1~ W26J=d,91' • fJ9, N low~ 4 U, SECar: Sec, 6, r29N ds ( R16 r