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HomeMy WebLinkAbout030-1093-95-100 (3) CEI �F-D Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of DivisioaofsafetyandBuildings ST. CROIX COUNTY Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must x _ include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D �, _ G^ G / percent slope,scale or dimensions,north arrow,and location and distance to nearest road. / Dat l Reviewed b. Please print all information. r` I Personal inforrnabon you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). L!'i �7�/1- Property Owner / Property Location / r) ` y(>7' Govt.Lot J(Lo 114AI 1/4 S 3 T p N R E(or W a,YV Property Owner's Mailing Address Lo Block# Subd. Name or CSM# 1 / c = . (Jv ( � 7� y Stat Zip Code Phone Number ❑City ❑Village �jTown Nearest Road -2- Code derived desi n flow rate 1� GPD New Construction Use: Residential/Number of bedrooms g ❑Replacement ❑ Public or commercial-Describe: ------- --- ---__---- - Flood Plain elevation if applicable Parent material � �"`" /' General comments Ay �l C� �a^� �J` s����HW�J �/ and recorrxnendations: i`� , _ L System Type 40 'J System Elevation � ❑ Boling © �# Ground surface elev. ft. Depth to limiting factor �� in. pit Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 /) Boring# ❑ Boring Q (�� pit Ground surface elevF 9` / ff• Depth to limiting factor�in• Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots l I * in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Q� 7 y t v J Effluent#1 =BOD >30<220 mg/L and TSS>30<_150 'Eflluent#2=BOD <30 mg/L and TSS_<30 mg/L CST Number CST Name(Please Print) 226900 Bird Plumbing, Inc. Shaun Bird Date Evaluation Conduct Telephone Number Address �. //l 715-246-4516 1008 192nd Ave, New Richmond, WI 7 l F Property Owner— Parcel ID# Page of a Boring# ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2 3 � 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/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 ❑ Boring# ❑ Boring G ❑ Pit round surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff 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/t_ •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. SOD-8330(RAW) Soil Test Plot Plan Project Name Travis Christmann Shau rd ±Address 1745 Maryland Ave E Saint Paul Mn 55106 7157M #226900 Lot 6 Subdivision --------- p e 9/3/14 SW 1/4 NE 1/43 32 T 30 N/R19 W Township St. Joseph Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe System Elevation 93.9/93.4 6.5' below grade *HRP Same as Benchmark Old E East Scale is 1" = 40' unless otherwise noted 100.5' B-3 45' 100' 30' B.M.* 98.5' � 149 lb-P149 120' 15'13-2 90' 7% Slope B-1 470' Property Line Visconsin rc QEV LUATION REPORT #1656 ` Department of Commerce R~vG ccordance ' h Comm 85, Wis. Adm. Code Page 1 of 3 i Division of Safety and Buil in Steel's Soil Service, Inc. QQ 1*5 County Attach complete site plan on paper of less 8 x"I 1 inches in si .Plan must St. Croix include, but not limited to: ver<ical;a hpri t ference (BM), direction and percent slope, scale or dimensio , ort o tR~ d dist ce to nearest road. Parcel I.D. gs~ / 00 _030-1093*9- GO pri t al Rp sewed 11 Da- Personal information you provide may be u ndary purposes (Privacy Law, s. 15.04 (1) (m)). / Property Owner Property Location Johnson gianna f~li~Gt6vYt fQ~ Govt. Lot na SW1/4, NE1/4, S32, T30N, R19W P erty Owner's Mailing Address Lot # Block # Subd. Name or CSM# p 465 Old Cty E East 6 na CSM Vol. 3 P 56 a' 0J City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road Hudson WI 54016 612-366-4197 St.Joseph Old Cty Rd E East New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Glacial Outwash plains and Stream Terraces Flood plain elevation, if applicable na ft. General comments Conventional system, system elevation 94.15ft below grade. Trenches spaced and depth to code 5.25ft below grade. and recommendations: F 1-1 Z Boring # ❑ Ground surface elev. 99.40 ft. Depth to limiting factor 100 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 0-18 10yr3/1 none sil 2msbk mfr cs 2c .6 .8 2 18-40 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6 3 40-54 7.5yr4/4 none cos osg mvfr gw na .7 1.6 4 54-110 7.5yr4/6 none ms osg ml na na .7 1.6 ❑ Boring # Ground surface elev. 99.40 ft. Depth to limiting factor 100 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 0-12 10yr3/1 none A 2msbk mfr cs 2c .6 .8 2 12-37 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 37-54 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 54-110 7.5yr4/6 none cos osg ml na na .7 1.6 * Effluent #1 = BODS> 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) Signature: CST Number David J. Steel l 248956 Address Steel's Soil Service, Ina! Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 4/16/2005 715-760-0347 SBD-8330 (R.07/001 Property Owner Johnson, Georgianna Parcel ID # 030-1093-70-000 Page 2 of 3 3 Boring # Depth to limiting factor 98. ft. 9 100 in. . ~ ~ Ground surface elev. 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 0-10 10yr3/1 none sil 2msbk mfr cs 2c .6 .8 2 10-24 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 24-42 7.5yr4/4 none grcos osg mvfr gw na .7 1.6 4 42-110 7.5yr4/6 none ms osg ml na na .7 1.6 ❑ Boring # ❑ 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. *Eff#1 *Eff#2 ❑ Boring # Ll 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. *Eft#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 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) Steel's Sal Service. Inc. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Georgianna Johnson 994200 th St. CST-POWTSM SW1/4,SE1/4,S32,T30N,R19W Baldwin, WI 54002 Lic. #248956 Town of St. Joseph, St Croix Co. Cell.(715) 760-0347 Lot, 6 CSM Vol. 3 Pg 856 Fax.(715) 684-3449 Legend N 1"=40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" Steel pipe • = Alt Benchmark Ele. 99.90 ft Top of 3/4" Steel pipe = Borings Boring Elevations B 1 = 99.40 ft B2 = 99.40 ft B3 = 98.90 ft VLm~,~ ~~^t~ e B4= 0.00 ft a-~ z C ' a ~7/1 7 Y fy 70 AM zl!/ F ~L~~ '4'7' _ e fm Zoo, 9 J U L .1 4 19,94,',- 12 JAMES O'CONWi NELL Register of St Deeds I 518969 Croix Co., C ER T I F-.TED SURVEY MAP Located in the SW 1 /4 of the NE1 /4 of Section 32, T30N, R 19W, Town of St. Joseph, St. Croix County, Wisconsin, being Lot 1 of that Certified Survey Map recorded in Volume 3, page 856. Owned by: S.A. Johnson 465 Old E East Hudson, Wi 54016 Lp u~ , Sg E 6 7 . 1 I I' + 3 O 78 57 248 81 4" 6 g? 5 .12 N'too 571 VOL. _563, CURVE DATA ( LANE. PAGE_432_ K 00 R = 1533.00' o _w;... • SE' = 1° 15'48 ~ L 33.80 0 Chord = N79 35'53"E v c°O IL ®lf 6 r~ 33.80 w Q = 130, 890 Sq. Ft. Tangents a 11 N80 13 47 E (3.00 acres) a 1 n - to N N78°57'59"E ho L® 5 1 z w I rv o + w (o=I 18 ) o`` 420,631 Sq. Ft. = 00 (CHORD = 34.78') (n 1- (0 '...)i in (9.66 acres) w _ o W ~ w m V - to - OD 3: NI/4 COR. ~I X V \ N N - SEC. 32 1 3= 6 W )o M 21 01 c0 .a " W 2 2 7 F 0 o _ 7 O 1 F ~I QI c~ 7a•SPTIC VE 7 p O 0 Zlrl w ~I ~I M m l 5' S. OF LINE) Z alNl vl~ _ I MI O O EXISTING LLJ~ o ° Oi z 0 O HOUSE N 1 WI al Z WELL w XI WD Z I ~w MI WI z J o Bearings referenced to the of JI Bearings o North-South quarter section w_lol referenced to 0 line, previously recorded El I that Certified as N01 11141"W WI Survey Map .....I ~I recorded in Vol. 3, pg. 856. (s es° 11 '02"W 600.00') 7 it ( 218 .52') ~ 2 S880 11'02"W) 381.54' 1706,89') 21$- J4~__ i - S 88'1056"W 6)0-10 w m IN 10 11'41 "W) C_S. M_ VO_3 , PAGE IB56 SI/4 ••(2958.38') - ti 1n O I ro cOR. LEGEND o ° 0,1 0 „ N O 1"X24" Iron pipe weighing 1.68 ~_l``~ ~~G~`raSA"_'I T SE CORNER OF THE lbs. per lin. foot set. } SW 1/4 OF THE NE 1/4 • 1" Iron pipe found. ft%,s~ HARVEY (G3. JOHNSON ( 218.52') Previously recorded information. o S-1899 CU Section corner monument HUDSO 1 q3 (Berntsen cap), wis :1 J SCALE IN FEET I = 150 1I ••.••~O ``4 + -5 /V 0' 75 150' 300' 450' fo''' 1ff0zuwj 1 N-W This instrument drafted by: J.S.I. 4932249. Vol. 10 Page 2788 ar `V'%scerjnOep rtmentofIndustry, SOIL AND SITE EVALUATION REPORT Page/of 3 ' Labr r ai,d ; 4uman Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Att ach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but .51. Cy, O t not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION Y ATE s d~ PROPERTY OWNER: PROPERTY LOCATION Y% t 6-VI n A r),S GOVT. LOT 5 1/4 fo Lr 1/4,S 3 ZI fO N,R egor) W PROPERTY OWNE ':S MAILING ADDR T # BLOCK # SUBD. NAME R M # CITY, STA E ZIP CODE PHONE NUMBER CITY. ❑ ILLA E MOWN NEAREST ROAD V'A S ©V7 UO-T• 54-0 / f Sit?- ( 77(8 15 [?,New Construction Use [ Residential / Number of bedrooms [ ] Addition to fisting building ] Replacement Public or commercial describe 4v LgdAA:~, Code derived daily flow .boo gpd Recommended design loading rate bed, gpd/ft2, & trench, gpdiit2 Absorption area required z So bed, ft2 o trench, ft2 Maximum design loading rate S bed, gpd/ft2 • G trench, gpdgt2 Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) 0 l< Additional design / site considerations /9- Parent material Flood ain elevation, if applicable S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM FILL HOLDING TANK U = Unsuitable fors stem ❑ S ,®.U 2~& ❑ U ❑ S = ❑ S ❑ S ❑ S RI'll SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundaily Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Ttrich D -l3 D ~2 7/z 6-n E a rn a k- rO Cb S , 5 Ground $ Y/ s~ l a s CJ • s elev.70 • ~DO~ft. , S 'f/ Atcj-- '-a s~ rn . Depth to limiting factor ~ N Remarks: Boring # co ILI, z f y All, ! o t i> Ground elev. o Depth to limiting factor Remarks: CST Name:-Please Print SPhoneZ` Address: ZOD~ Jo~~ /7 Signature: Date: CST Number: i r, PROPERTY OWNE /1S SOIL DESCRIPTION REPORT Page Zof 3 PARCEL I.D. # Boring # Horizon) Depth Dominant Color I Mottles (Texture I Structure Consistence Bourdary Roots GPD/ft in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. Bed ITrerx~ z z ,v, s dry a , 5 )2- )6 IddL21 t6 e2rn,501-5 C'C') Ground lev9p l Depth to y S /YJ / 41,4 , 7 , limiting factor F-I Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. Depth to limiting factor Remarks: Boring # I. Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(R.05/92) PROPERTY OWNE n ~~S SOIL DESCRIPTION REPORT Page of -3 PARCEL I.D. # Boring # Horizon Depth Dominant Color I Mottles (Texture Structure Consistence Boundary I Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ITrench Ptid-2-7 r6 Ground elevF& I 1 ~t. Al V S a ~t 5 Yvf r/~rZ a) A "5. Co Depth to Kov -S 4 . 7 119 limiting factor I ~r I Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: cctrutzanra m/wi STEEL'S SOIL SERVICE Z,:nv-t A-VA. Gary L. Steel C.S.T. 2298 ~o New Richmond, WI 54017 MPRSW-3254 toE~r'5 ) ft11 A ~(4 Y7S C9.r,2 (715) 246-6200 O/u -5 co ~ a Awl/ I(Z-ke a 60' % /o-z-93 s , uJ . 6 M v er-- 'I Parcel 030-1093-95-100 02/28/2005 04:48 PM PAGE IOF1 Alt. Parcel 32.30.19.342E 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * JOHNSON, S A S A JOHNSON 465 OLD E EAST HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 3.000 Plat: N/A-NOT AVAILABLE SEC 32 T30N R19W PT SW NE BEING LOT 6 OF Block/Condo Bldg: CSM 10/2788 3 ACRES Tract(s): (Sec-Twn-Rng 401/4 1601/4) 32-30N-19W Notes: Parcel History: Date Doc # Vol/Page Type 2004 SUMMARY Bill Fair Market Value: Assessed with: 5572 80,200 Valuations: st Changed: 07/08/2004 Description Class Acres Land to) Total State Reason RESIDENTIAL G1 3.000 78,900 78,900 NO Totals for 2004: General Property 3.000 78,900 0 78,900 Woodland 0.000 0 0 Totals for 2003: General Property 3.000 46,400 0 46,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00