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Home My WebLink About004-1019-60-200Wisconsin Department of Safety and.Professional Services ' /� � 1 /f �i �- J ' - a Q ► o -- Division of Indus" Services SOIL EVALUATION REAORT Page 1 of e E W 6 2018 in accordance with SPS 383, Yft. Adm. Code County ST. CROIX Attach compl a an on paper not I ss than 8 1/2 x 11 inches in size. Plan must include, but not limited to: verii(sal and h 'zontal reference point (BM), direction and earcel I.D. percentslope, scale or dilne�sieresen8 arrow, and location and distance to nearest road. 004 - 1019 - f00 - 200 Please print all information. yV o Revi ed b Personal information you provide may be used for secondary purposes (Privacy Law, s. 15,04 (1) (m)). g Property Owner Property Location GEORGE D. & DORIS M. PETERSON TRUST (c/o Gary) Govt. Lot ---- NE 1/4 gW 1/ S T W N R 15 Property Owners Mailing Address Lot # Block # Subd. or CSM# E576 700th Avenue 2 -- 2°I (¢ l,0 6 5 (Pending) 107 (P L459 City State Zip Code Phone Number []City []Village • Town Nearest Road -1 Knapp, 1 WI 1 54749 If 7151 505 - 2068 1"- A- _ 1 50th Avenue U New Construction UseEj Residential / Number of bedrooms NK Code derived design flow rate NK GPD Replacement Pubic or commercial - Describe: Parent material sandy loam till Flood Plain elevation if applicable IAA ft. General mmencomments and recommen/ Mound System -- 2.34 ft. sand fill -- 0.4c loading rate dations: ✓ INTERPRETIVE DETERMINATION REPORT REQUIRED. Approval from the D.S.P.S. is required per n W.A.C. as the site has no A+4 soil conditions. 1 1 Boring # 0 Big ✓ Fu Q Pit Ground surface elev. 98.80 ft. Depth to lin ti i, factor 8 in. Sal A cation Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM 'Eft#1 'Eff#2 1 0-8 10YR3/3 sit 3f-ma&sbk mfr as lvf-f 0.6 0.8 2 8-10 10YR4/3 mif IORY4/6 sit Ifabk mfr cs lvf--f 0.4c 0.6 3 10-16 10YR4/3 mlp IOYR416&IOYR6/2 sit Ifabk mfr cs Ivf--f 0.4c 0.6 4 16-24 7.5YR3/4 m2p 5YR4/4& I OYR6/2 sl Om rnrl -- 0.2 0.6 some gr 2 I Boring # U Boring 99.10 8 L—J pit Ground surfaceelev. ft. Depth to limiting factor in. cal A Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff 'Eff#1 I 'Effk2 1 0-8 10YR3/3 sit 3f-ma&sbk mfr as ivf--f 0.6 0.8 2 8-16 10YR4/3 m I d 7.5YR3/4& I OYR6/2 sicl 2fabk mfr cs lvf-f 0.4 0.6 3 16-30 7.5YR3/4 m2p5Y114/4&10YR6/2 It. sl Om mfr - _ 0.2 0.6 some gr • - - „�y� aN .�.� -.w 1 �rryr� CIIIUBnr FFL = 6UU ! 3U rTWL ana l A.J < Su nlgfL CST Name (Please Print) Si a CST Number MARY JO HUPPERT Hollister's Soil Testing& Desi 224832 Address Date EvalkWon Conducted Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 11 - 20 & 12 - 03, 2018 715- 426 - 1775 31 Property Owner PETERSON Trust (Lot 2) (Pending) 2 Parcel ID # / Page of Boringmg # Boring J/ 0 Pit Ground surface elev. �'40 ft. Depth to limiting factor S 3 in. ,---- Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots wwuvu wic GPD/fF •Eff#1 'Eff#2 1 0-8 IOYR3/3 -- sil 3f-ma&sbk mfr as lvf-m 0.6 0.8 2 8-16 10YR4/3 mid IOYR5/6 sit Ifabk mfr cs Ivf--f 0.4c 0.6 3 16-28 7.5YR3/4 mld 5YR3/4&10YR6/2 h.sl Om mti — -- 0.2 0.6 some gr. 1% 1:1 Boring # Boring Pit Ground surface elev. ft. Depth to inning factor in. Redox Description Qu. Sz. Cont. Color Boring ❑ � # Pit Ground surface elev. ft. Depth to limiting factor in. Sal ication Rate Horizon Depth in. Dorninant Color Munsell Redox Description Qu. Sz Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDW 'Eff#1 I Eff#2 Effluent #1 = BOD5 > 30 < 220 ng/L and TSS >30 < 150 mgA- Effluent #2 = BOD5 < 30 r g& and TSS < 30 rnglL Sa68330 (R07,13) Plot Plan Pie 3of `/ PROPERTY OWNER: 0 l�°rvs �� ^� Ti�usT 1' � 40 FT l ( (�,APCY PMrW,5ON) (except where noted) Legal Description: LD /— Zi CSO i�VDIX6 , AE1,} W THC- 4W /4) S 0q, eackhoe pa Z8n ►nJ, _FQOW Of CAbY f-. CAM4 eouNTY� WIsfOAJ-GIV. �5 zg, �^/ 1UJ00DS �6xowt�p-��u�r ioo.m��j+-Pi7' ��ox gM =k Z;r -MP of Avc 'N '� ° � North Site location: X -Ste sEe. CR r..' � t i F ` ; l y 'qdP J , •J yrl O fi r. ML 'Lise ff�V 14 -"Wm m s �„rsAsriva., F r11. �b a'saNr�el December 11, 2018 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: (no expiration date) Plan Review: PWTS-121802307-SSD MARY JO HUPPERT 28497 King Arthurs Ct Danbury WI 54830 SITE: George D. & Doris M. Peterson Trust 50th Avenue Saint Croix County Town of Cady FOR: Interpretive Determination (Wy DIVISION of MUSTRY SERVICES 10541 N RANCH RD HAYWARD wl 548434462 MlpAdsps.wi_9a'/Pv9r8rns&rdLsty-services wwwwtsounsrtgw Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. • Approved depth to saturatio . 8 inches :3 In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, '01(1_1� Ed Taylor POWTS Wastewater Specialist, Division of Industry Services (715)634-34134 edwin.taylor(@wi.gov C.S.M. LOT 2 SOIL INTERPRETIVE DETERMINATION (Pursuant to D.S.P.S. 385.50 ;2}, W.A.C.) GEORGE & DORIS PET ERSON TRUST LOCATED IN THE NE 1/4 OF THE NW 1f4, SEC_ 09, T28N, R15W TOWN OF CAW, ST. CROIX COjN, Y A required soil evaluation has been completed for Lot 2, CS.M. pending. This report addresses conditions described under SPS 385.30 (2)(b)1., Wisconsin Admin. Code. Soil profile descriptions and a site map are attached. �i is Sites is i:. ?� ".fia�r;Or silt IaaaTi map unit of the US)A ",/ b Soil, -vey. 30th the map unit description for St. Croix County and the USDA official series description for Magnor soils specifies a somewhat poorly drained drainage class with a minimum expected depth to seasonal saturation occurring at 1.0 feet_ 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 this to be true. 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 deSCr:.^, on, 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 along with the nearby Freecn soils that are moderately well drained. 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 POWTS (Private Onsite Wastewater Treatment System) per SPS 393.44 (3)(b), Wisconsin Admin. Code. Submitted bv: Mary Jo Huppert Designer: 1859-007 CST 224832 DATED: 12-08-2018 Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE CER 77FIEU SURVEY MAP LOCATED IN THE NORTHWEST M OF THE NORTHWEST , NOIRTNEAST X OF THE NORTHWEST X AND SOUTHWEST)( OF THE NORTHWEST SM77M 9, TOWN,nNP 28 NORTH, RANGE 15 WEST, TOWN OF CADY,, ST. CROIX COUNTY, iNSCONSlN MiATI-LaziLALD NORTiiWEST CORNER 50 TH A 1I NUE SECnON s sa9.50'43 W 2646.98' FOUND SURVEY NAIL AT COUN7Y PoSrMW — - 589'S0'43-W 1574.00'- - — -- — — — 1661 I III I�I � lil 4I ' UKPLA=TEI) LAND /je-rw.54./ l lgk-ST i1NP(A i'?FD _hN� NORTH 114 CORNER SECRON 9 FOUND SURVEY NA2 AT COUNTY POgRON — — — — — N89-bU'43-E 1072.98' — — — 33.00' N89'50"437E 1073.12' 33A0'� _ LOT 2 W N 1,261,891 SQUARE FEET 28.97 ACRES N EXCLUDING RIGHT OF WAY i I I O 1.029,356 SQUARE FEET Z 23.63 ACRES o I I S8913'21o'W N1061.3-C S8958'57°W 1077.75' iN •A• �T ........... .. .. .. f .. DRI%EWAY ,0 , M n— N89-13'29-E ��.' WI 506.36, �I nU III war 1/4 CORNER irI SErnON 9 FTXAVD SURD NA2 ar cbuurr POSMOM 1061.34 i,_. I � S89'13'29W �y_I ;1 —UNPIAT1ED LAND - jLtftAT,p LAN@. � I zoh �'--- LOT 1 WF. 260,125 SQUARE FEET N 5.97 ACRES I oxz Z N EXCLUDNG (Sp-iT OF WAY 243.171 SDUARE FEET , Ir - V 5.58 ACRES zz°u 0 Ut < . w W M V V H Z 2 2 < 200400 600 m -' S, • � �'