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Home My WebLink About020-1004-00-030 Wisconsin SOIL EVALUATION REPORT #1574 Department of Commerce in accordance with Comm 85, 's. Code Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing, Inc. 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 (B ;7iZ~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. V Please print all Information. Revie 7 DatGe~ Personal information you provide may be u 779=1-9-111 16= , s. 15.04 (1) (m)). 'el-l D 7 Property Owner roperty Location Langfeldt, John vt. Lot SW1/4, S 1/4, S7, T29N, R19W Property Owner's Mailing Address of Block # Subd. Name or CSM# 323 Krattley Lane 4 CSM Pem" 23 : ❑(o City State tCodeT. CFMbde(Iah"ty ❑ City ❑ Village ❑ Town Neare Road Hudson WI '715-381-1543 Hudson Krattley Lane New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a conventi tern with a 0.7 qft rating. Possible system elevation for Area 1 is high trench 94.0', low trench 91.207. Slope of Area Is F1-1 Boring # Boring ❑ Pit Ground surface elev. 98.45 ft. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft' in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Efr#2 1 0-4 10yr5/3 none sl 2mgr mfr a 2f,2c .6 1.0 2 4-14 10yr4/4 none sl 2msbk mfr gw 2f,2c .6 1.0 3 14-31 7.5yr4/6 none sl 2msbk mfr gw is .6 1.0 4 31-44 10yr5/6 none is 05g ml gw .7 1.6 5 4498 10yr5/6 none grs Osg ml .7 1.6 2 Boring # El Boring ❑ Pit Ground surface elev. 98.05 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr3/3 none sl 2fsbk mfr as 2f,2c .6 1.0 2 4-17 10yr4/4 none grsl 2msbk mfr gw 2f,ic .6 1.0 3 17-34 10yr6/4 none grs Osg ml gw if .7 1.6 4 34-96 10yr5/6 none grs Osg ml .7 1.6 u rf "i * Effluent #1 = BOD? 30 < 220 mg/L and TS >30 < 150 mg/L * Effluent #2 = BODS <_30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 8/3/2007 715-247-2941 SBD-8330 (R.07/00) Prbperty Owner Langfeldt, John Parcel ID # Page 2 of 3 1 Boring # ❑ Boring pit Ground surface elev. 93.35 ft. Depth to limiting factor 104+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-8 10yr3/3 none sl 2fsbk mfr as 2f,2c .6 1.0 2 8-16 10yr4/4 none sl 2msbk mfr gw 1c,2f .6 1.0 3 16-53 7.5yr5/6 none scl 2msbk mfr cs if .4 .6 4 53-104 10yr5/6 none grs Osg ml .7 1.6 ❑ Boring # C 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/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 ❑ Boring # ❑ Boring 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/ft' 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 = 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) Schmitt Soil Testing, Inc. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: John Langfeldt Thomas I Schmitt, CST 227429 Address: 323 Krattley LAne 1595 72nd St. City, State, Zip: Hudson, W154016 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: NA sigma Lot No.: 4 7 DrAe Legal Description: SWIM SWIM S7 T29N R19W Backhoe pit Township, County: Hudson, St. Croix County ♦ Bench Mark El. 100.00' Top of 2" pvc pipe D Alternate Bench Mark E1.95.82 Nail in 24" White Oak Tree Slope= 23% Scale 1" = 40'~~ S- 7e 9 yG Per t 63 AleE This soil report was done o fulfill a zoning require ent. perm r&qA3,Tarkers were in at the time the t was conducted. The area in which it done may or may not bur use, or in the location shown. Z 1$;g Z 30 L 133HS ~zz 00 lc--) LL w a 0V M, M.St0,L LOOS N I~iJ W W Wo O rv o w :96'££ cn w U o ~ Szo A 3 Nw a ~ `)~Z° N I `°OZ Z W w W > nLZLJ U U N WW~ w~ O ~ <~OI ^OM !4 0 0 0: CC ZZjN0 = o~iN~p QUN UUC o~j' I SAO IL M= ~(nN W W O ~MN WaM(~ T WN~ I V) D N s24* C) 00 @ (E) w Y 400- rn 66 ~I 0' ski, P`r * )``gi a • ~ U J O C n 00 bM3,I/2/0 °w aF~ Q "0)i fro 6~ oz W .88 ZS 2 °i o,~O t' 0 C) V) W *Orl r, -gig? U_ to V) -J ' O Cp W ~ Of N I T >m D (0 w tY N N p (c4 C-4 N 0) 04 > 33.96' 287.46' y~r o ~ ii F S05'40 &E 321.42 t- C , \w oIW~ and/ / T w Q U Q i a ^ ad t'' ~ rr n U) (Lnd ~I I M M !4 % Z ~N~11Zz wlL_ o W N ~'W1 +W + o Li of O O to In J U W Opw ~I P P o , 'a' .rnJU U O V) _Jo a I QI Nap oN N Wad O F-._ I I W O r- o ~p L6 0~ 9/ z m IX _-DD ,1 ' N N co ^ ~ 9 F- O Z N W Q ~2 ~ LJO: LLJ <zw 00 0- X w p .9 9 5.80 ' 4.05 in U D - Lj Coe ~ z N~4.51 _ i'in ? z o M ° `d o W co> a Z o -jo° M C-) w J ~jw w>_ z o Q \5 r- V) ~UW ® O © O w v~i 3.6Z,2*.9LS 3.0 L,60.98S ZL'9 L L 95'5 L L 3„5'6 L,99.08S L*,9Z.O L Z8'9£9 -03 Z Q 3.0 L,60.98S 3.9 L,Z L98S Z VU L L'Z£ 3.9T*,O*.S9S .99,99.00 98'Z*6 L Z w N ^ 3.9 L.Z L99S 3.0 L,10.Z8S 66'c0 L 96-LO L 3.9'Zt~,9£.£BS .90, t L.£0 99776 L £ p o .`n~ 3.0 L,60.98S 3.0 L. LO.ZBS 9 L'Ot► L U OK L 3.0 L,90.tr8S .00,90.t O 98'Zt►M L co Y n 3.6£,9Z.9LS 3.0 L,60.98S NI M L 6£'£ L L 3.9't►Z,L L L8S . L£,Z*.60 ZS'899 ZO a °o Q w 0 3.0 L,60.98S 3.ZZ, LZ.98S 99'9Z 98'92 3.91.9i►.98S .8t►,Lta00 98'6061 Z lc~ a Q < 3.ZZ, LZ.98S 3.0 L, LO.ZSS ZZ' L L L LZ' L L L 3.9 L,1*.£8S Z WZ.£0 98'606 L £ M z 3.0 L,60.99S 3.O L, LO.ZBS SL'L£ L 9L'L£ L 3.0 L,90.t►8S .00,80.1+0 99'606 L LO n 0 o p In }n0 }ueBuDj UI }ue6UDl 41Bus1 41BuG'l BUIJD08 GIBUV 41BUG-1 10-1 /JegwnN 0D F' w s6UIJDeS JUGBUDJ DJb pJ040 pJ043 IDJ}UGO snlpo8 anJno N°J Q3 (133d NI IMV sl-IIc)N-:n -nd) ='fs7Hi HINA -mALno► ~M Parcel 020-1004-00-000 02/22/2008 11:31 AM PAGE 1 OF 1 Alt. Parcel 07.29.19.7E 020 - TOWN OF HUDSON Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - LANGFELDT, JOHN A JOHN A LANGFELDT 323 KRATTLEY LA HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 323 KRATTLEY LN SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 5.194 Plat: N/A-NOT AVAILABLE SEC 07 T29N R1 9W SW SW & SE SW LOT 1 CSM Block/Condo Bldg: 5/1457 THIS REPLACES CSM 5/1310 5.194A Tract(s): (Sec-Twn-Rng 401/4 1601/4) 07-29N-19W Notes: Parcel History: Date Doc # Vol/Page Type 02/21/2006 818927 EZ-U 04/20/2000 621614 1504/310 QC 07/23/1997 1073/573 WD 07/23/1997 758/544 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/25/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.200 88,200 156,200 244,400 NO Totals for 2008: General Property 5.200 88,200 156,200 244,400 Woodland 0.000 0 0 Totals for 2007: General Property 5.200 88,200 156,200 244,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 204 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 j / q~cfb 44 3960 i 7 CERTIFIED SURVEY MAP PART OF THE SW 1/4 SW 1/4, 81 SE 1/4 SW 1/4, SECTION 7, T 29 N- R 19 W HUDSON TOWNSHIP ST. CROIX- COUNTY WISCONSIN NOTICE: THIS MAP REPLACES DOCUMENT NO. 5660457 Vo1.7 OWNER: WAYNE BRODERSEN, HUDSON WI. CURVE NO,I CURVE NO.2 z 24.09' 00" s '040 08' 00" BEARINGS ARE REFERENCED TO THE o 8.34' 0 3.00' SOUTH LINE OF SECTION 7 AND ASSUMED. T 143.07' T 88.93' i ' W L 281.90' L 137.77' d >a UNPLAT_TED LC 279.82' LC 137.711' ? g $ / LAN.QS R 888.82' R 1909.88 0 z S 00 00'00 E 461.52 I W 33.88' C °°i 427 88' > Iw, I o d s 1 120' 3 U l ni t w o B. U) I 4~ o w: 1N I~ 1"r lye W I m 9) 0 W I(jU IV U U) VWI- QD I w 1 1► H W' o° c W o ° 1/16TH LINE 1410119' ~N J n a s a 0; 0- 1711.07' 170 46 m 3 3 U), co a ro 1 Cd • cu W W q I . 2~~ R d 0 Z O^ °0 N W C N I a ~~0~~ \cd / ~4 0 O / I a°o I v v C1 G N' U p l y o Q Q .199029' V V \ N V V ~ / W O W i ODI 7I- U' z - ~N r-I O,W - -H 44 . CO Ls J O O 0 3 U1 z, W ty) I J N a, W I U) L i t> t0 to A. 1 m _O I a v O N °ti h Q h- cV QD N N p f0 / U v N' 0 2 W P W o sW a GQZzZ' o° Q ° z 0 O rJ o C o i MARTIN E. p a w ° w o HALVORSEN N N ' N ~ co 3 rn : , FF S-1302 ' O HUDSON,' ' Ff t' WIS. eoh 216.39. 252 2118'1 / ,d~N~ R`1~ 57 Wt~EO'Za~ ) v(~ 00% $ a5 g2, m~ N 15 I - RONO , LEGEND PRATE 100' 200' 300' vo SCALE:' CALE . I"= 100' 3/4"X 24" ROUND IRON REINF. BAR WT. 1.50 LB. LIN. FT. 0----- 1" DIA. IRON PIPE, FOUND DATE: JULY 9,'84 Volume - 5 Page 1457