Loading...
HomeMy WebLinkAbout008-1028-30-026Wisconsin Department dtr T onal Services 4 Qivision of Industry Serve FEg 06 Z020 SOIL EVALUATION REPORT in a rjallpe with SPS 383, Wis. Adm. Code ciX Cdlnty Attach complete site platoon pape?bbt s J14LXtfinches in size. Plan must include, but not limited to:wer?X*l1. al reference point (BM), direction and Parcel I.D. percent slope, scale or diitknSf�ons, north arrow, and location and distance to nearest road. Please print aft information. R Personal inforrrdlon you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)) 1 C, TT ,d o p _ od6 Paw I of 4 ST. CROIX 008 - 1020 - 30 - 0246 Dale Property Owner Property Location • CHRIS D. WANGEN (Buyer. Keith Tollofson) Govt Lot --- SW 1/4 NW 114 S 10 T 28 N R 16 E❑(or)W Property Owner's Mailing Address Lot # Block # Subd. Nqme or GSM# 471 C.T.H. BB -b — iqf 737- (PENDING) I I00587 City State Zip Code Phone Number ity ❑ Village • Town Nearest Road WOODVILLE, i WI i 54028 it 1 G A T T /' A T T L' I C.T.H. BB E] New Construction Usefl Residential / Number of bedrooms rvlt Code derived design flow rate '�^ GPO © Replacement ❑ Public or commercial - Describe: Parent material loess over till Flood Plain elevation it applicable ft.f General comments Mound System — 2.17 ft. sand fill — 0.4c loading rate On �GQG2 and recommendations: 1 INTERPRETIVE DETERMINATION REQUIRED — NO A+4 CONDITIONS i CST ADS- be USed i 21-m' i 0 Boring apprav«l In-�Pre+ift 1—aQ t-4F- bL., DSpS Boring # ID Pit Ground surface elev. 1157, 95 ft. Depth to limiting factor 16 in. Sal licatlon RatE Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots GPD/(f 'Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-10 10YR3/3 sil 3f-mabk mfr as lvf-m 0.6 0.8 2 10-16 IOYR4/4 cl 2f-mabk mfr as lvf--m 0.4 0.6 3 16-20 7.5YR4/4 m2d7.5YR4/6&l0YR6/2 CI lm-cabk mfi 0.2 0.3 some gr. 2] Boring # Boring 18 El pit Ground surface elev. / `J , 00 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. I Dom nant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDN 'Eff#1 'Eff#2 1 0-12 10YR3/3 sicl 2f-mabk mfr as Ivf--m 0.4 0.6 2 12-18 10YR4/4 cl 2fabk mfr as lvf-f 0.4 0.6 3 18-22 10YR4/4 c2f10YR4/6&10YR62 cl Ifabk mfr — _ 0.2 0.3 some gr. - Eftiuent #1 = Bul) > JU < ZLU Rlg/L ar10 I JD >JU '; IOU frKVL _ cmuenr ac - ovv av n•y& CST Name (Please Print) - - 1. CST Number MARY JO HUPPERT(Hollistcfs Soil Testing & Desi -It224832 Adder Date EVatuation Conducted Telephone Number 29497 King Arthur's Court, Danbury, WI 54830 01 - 03, 2020 715426-1775 SBD-8330 (R07/13) Property Owner WANGEN, Chris (Buyer:Tollofson) parcel ID# 008 - 1028 - 30 - 025 Boring 3 Boring # E] Pit Ground surface elev. ft. Depth to limiting factor t0 in. 2 4 of Cna 4r";;i nn Ra1n Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM 'Eft#1 I -Eff#2 1 IOYR3/3 — sit 3f-mabk mfr as lvf-m 0.6 0.8 10-14 OYR4/4 f2f IOYR4/6&]OYR6/2 cl 2fabk mfr - - 0.4 0.6 1-1Boring# R Boring Pit Ground surfaceelev. ft. Depth to limiting factor in. Boring Boring # Ground surface elev. ft. Depth to limiting (odor in. ❑ PitSal Application Rate Effluent #1 = SOD > 30 < 220 mglL and TSS >30 :E 150 mg/L MD-030 (RO]/13) Effluent #2 = BOD, < 30 r g1L and TSS < 30 rrglL r OWNER KEITH 6 SHELLY TOLLEFSON 451 COUNTY RD •BB' WOODNLLE, WI 54028 SURVEYOR EDWIN C FLANUM NORTHLAND SURVEYING, INC. P.O. BOX 14 ROBERTS, IM 54023 Q� N, NW CORNER SECTION 10 ALUMINUM MONUMENTFOUND CERTIFIED SURVEY MAP LOCATED IN THE SW 1 /4 OF THE NW1;4 AND IN THE SEI A OF THE NW 1 /4 OF SECTION 10. T28N, R16W, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN INCLUDING LOT 1 AND LOT 3 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 18, PAGE 4805, DOCUMENT NUMBER 771301. BEARINGS ARE REFERENCED TO THE WEST LINE OF THE NW1/4 OF SECTION 10, BEARING N0010'06'E (ST. CROIX COUNTY COORDINATE SYSTEM), THIS INSTRUMENT DRAFTEE) BY EDWIN FLANUM JOB NO: 19-112 DWG CSM2 DRAFTED: 11M19 FIELD 1202/19 �i $ / I PART OF LOT 7-C.S.M. P_4gpF_DOC. N771301 i � I i S �, I 33.Cyi 417.07, _ _. JI - �O�i v I Yf y Cl I I w PART OF LOT 3_ CS.M. V. 1B P_48D5_DOO.�j1301 33 I L33 S89°4937-E 2839.72 I I LOT 6 34, 10 ACRES INC. RAN 1.485260 SO. FT. 33.89 ACRES EXC. RAW 1,467.540 SO. FT .3304 13761r _ UNP(g77E LgNO N° ° 266.4a 317.55' n P_S ` N88'S313' 1409.21' PARC . 90. LINDOC#539531 _ W1;4 CORNER SECTION IO 88 15•W 1400.14 -" —__ MASONRY NAIL FOUND —— — — — w SCALE IN FEET 1' m 250' i $ 0 250 500 I Z LEGEND 0 ST. CROIX COUNTY SECTION CORNER POSITIONED FROM COUNTY COORONATES. POSITION VERIFIED WITH MONUMENT AS NOTED OR TIES OF RECORD ❑ 3.4 X 1& IRON RE3AR SET WEIGHING 1 50 LBS. PER UNEAR FOOT ■ 3/4• IRON REBNi FOUND • 15116.OD. IRON PIPE FOUND I L =TP4GS I PARISF LOT 3-CS1,f. I _V. 18,_P _g8D5 pOC. #7713p1 � I i r U/VPL4_]7TD DWUS PARCEL L DOC_ #774537 i- UMMUED LANDS Nwr PAJK€QAI& 26 $Sa3A`i37 E1 4 CORING 1 516 !RON : a:. y ` ti' C-ST- 2.b2O —r.�� 1Nisconsin Departmetlt of Safety a� ices Division of Industry SSRices - APR 09' 2020 SOIL EVALUATI Page 1 of 4 in accordan I with SPS 383, Wis. Adm. Code n,, minty ST. CROIX Attach complete site plan onylap�}' YPC (it1/ x 11 inches in size. Plan must include, but not limited tp:-vt tic alb _ erence point (BM), direction and Parcel I.D. F4,4a 008 _ 1028 - 30 - 026 percent slope, scaleord—Imensions, north arrow, and location and distance to nearest road. Please print all information. Re wed by Date Personal inTomiation you provide may be used for secondary purposes (Privacy Law, s. 15.G4 (1) (m)). qlh&t 'roperty Owner Property Location ❑ CHRIS D. WANGEN (Buyer: Keith Tollofson) Gov(. Lot --- SW 1/4 NW 1A S 10 T 28 N R 16 E (or) W 'roperty Owner's Mailing Address Lot # Block # Subd. Name or CSW* 471 C.T.H. BB Co __ 30W -N1 (PENDING) 1 IL)CrD-,7 :ity State Zip Code Phone Number Elcity []village • Town Nearest Road WOODVILLE, , WI , 54028 it 715, 760 - 1712 „ A t r r A , r I , C.T.H. BB I -I New Construction UseE] Residential I Number of bedrooms NK Code derived design flow rate NK D 71 Replacement Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable NA ' General commentsata and recommendations: Mound System — 1.67 ft. sand fill -- 0.4c loading rats 0 n o //�� -� �" `" 1 r 1410 ltt hO&4 bW i Aq ' L -►b V SL Tit" S I�S jCh^ C�10. mapped as Skyberg but more like the Amery series that is mapped to the northeast. r. Ong # Boring QPit Ground surface elev. 99.88 ft. Horizon Depth Dominant CoW Redox Description in. Munseil Qu. Sz. Cont. Color 1 0-10 IOYR2/2 - 2 10-17 10YR3/3 3 17-24 10YR3/6 4 24_33 IOYR3/6 water obs.@ f2f 7.5YR4/6&10YR6/2 m2d 7.5YR4/6& 10YR6/2 33"; some gr. Horizon 3 has 25-300% gr. Depth to limiting factor 17 in - Texture Stricture Gr. Sz. Sh. Consistence Boundary Roots A 3f-ma&sbk mvfr as lvf-m A 2fabk mfr as lvf-f scl 3fabk mfr as sl 2fabk mvfr I -_ tms C(ST 2ozj)--D bb� Sal Aoolication Rate `Eff#1 `Eff#2 0.6 0.8 0.6 0.8 0.4 0.6 0.6 1.0 ❑2 Boring # Ing 100.55 16 Q Pit Ground surface elev. ft. Depth to limiting Factor in. Sal Aonliration Rate 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 -Eff#2 1 0-10 IOYR2/2 sil 2f-ma&sbk mvf- as lvf--m 0.6 0.8 2 10-16 IOYR3/3 sil 3fabk mvfr as Ivf-f 0.6 0.8 3 16-36 10YR3/6 c2f10YR4/6&10YR6/2 sl 2fabk mvfr - 0.6 1.0 Horizon 2 has some gr 1-5% and some mixing w/lots of worth holes. Horizon 3 has 25% gr. Water obs. @ 36". Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg& Effluent #2 = BOD, < 30 mg1L and TSS < 30 mg/L CST Name (Please Print) — — CST Number MARY JO HUPPERT Hollister's Soil Testing& Design)S 224832 Address Date Eval tion Conducted Telephone Number 28497 King Arthur s Court, Danbury, WI 54830 04 - 02, 2020 715-426-1775 SBD-8330 (R07/13) Property Owner WANGEN, Chris (Buyer:Tollofson) Parcel ID # Boring ❑ Boring # 0 Pit Ground surface elev. 100.05 ft- 008 - 1028 - 30 - 025 Depth to limiting factor 1R 2 4 Page of _ in- Soa Appricabon Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM 'Eff#1 'Ef1#2 1 0-13 IOYR2/2 sil 3f-ma&sbk mvfr as Ivf--m 0.6 0.8 2 13-18 I0YR3/3 sil Malik mvfr as lvf-f 0.6 0.8 3 18-20 10YR3/3 f2f 10YR3/6&10YR6/2 sil 2fabk mvfr as - 0.6 0.8 4 20-30 10YR3/6 f2d 10YR4/6& 10YR6/2 sl 1 fabk mvfr — 0.4 0.7 one stone. Horizon l has l % gr. Water @ 31 ". Horizon 3 has 10% gr. Horizon 4 has 25% gr. Boring # Boring pit Ground surface elev- ft. Depth to limiting factor in. Grl ArvJ'vhl:rv. R�tn Redox Description Ou. Sz. Cont Color ❑ Borng # IZI Boring 11 Pit Ground surface elev. it- Depth to limiting factor in. Soil Application Rate MEMMMM Qu. Sz. Cont- Color • Effluent #1 = BOD, > 30 < 220 ng+L and TSS >30 < 150 mglL . Effluent #2 = BOD, < 30 rrg& and TSS < 30 nglL SBD-3330(R07113) riot man Page 3 of y i*I,;;4A .D, VJANCZ-1s bum. KEiTH � S�� 70u-- Lepa Oescrip ow s w OF THE NW ` } -see. 10, -r,; Town of EA4 r-=AQ , sr c R��X COuAiN, wk-SeMS)AJ, tv-r 4v . C SM i r = ao Fr. (emq* where noted} .Q = beddge pit vK . �► Top o� wec�4srmE ..0 Gts/uniD JI t Y ,�__.. _ter_. �_.� .. �`•r IF •t � ak 1e �.i�•`Y.—+r �f v ti hSSu1�� /OD.DD' Obb-6* ------------------------------ z (pwn Few? too . oa ' s 0 tpgl \ k-, Y1 0 B's so to location: 4m Ad 4qE, >r ,s J. Ll i 1�,*�.-�3 � ..VT � `-•.-., ' L Ski -+ we C r J 1 w 0 - ' a Aoo': ri'• � % ��� �..a.. .. .�. ....., .: W.W. , �—�nw-. ..... �... ^•� ..f # �y.-..�_.. .. -f 9 Minimal • map Is not guawtood to Do V T� f�n."" Nr'