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HomeMy WebLinkAbout018-1064-20-100 (2) #1952 ` . ~ ~Vlsconsln SOIL EVALUATION REPO Department of Commerce in accordance with Comm 85, Wis. Adm. CQrjP Page 1 of 3 Division of Safety and Buildings Steel's Soil Service 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 (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Gi/ "l L" -~j 61-10C) Please print all inform_--_-- i Revie d By Dat4zo / Personal information you provide may be used for econd j~P'rivacy Law, s. 15.04 (1) (m)). Q ~O Property Owner Property Location Covenant Presbyterian Church E~ Go Lot na NE1/4 NE1/4, S29, T291N, R17W Property Owner's Mailing Address of # Block # Subd. Name or SM# (J P.O.Box 255 ST GRt> 2 na CSM City State Zip Cod Phone f~llmbeF ~M° ity -L] Village Town Nearest Road Woodville WI 54028 715-698-3017 Hammond 170Th St Z New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate 1925 GPD Replacement Z Public or commercial - Describe: Church Parent material End moraines, ground morarines, drainageways, sandy loam Flood plain elevation, if applicable na ft. General comments Mound design, system elevation 101.30ft based on contour line elevation 100.15ft. Minimumm of 14 and recommendations: inches of A~;TM//33 moun sand is neea'ed.Church, 250 people with kitchen ands floor drains. - /na At ?2 j; ('e5 :5-.12 Boring # X Ground surface elev. 97.40 ft. Depth to limiting factor 22 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 0-5 10yr3/2 none sl 2msbk dfr cs 1vf .6 1.0 2 5-22 10yr4/4 none sl lmsbk mfr cs na .4 .6 3 22-36 10yr8/2 c1d 7.5yr5/6 andstom residumm na na na .0 .0 ❑ Boring # Ground surface elev. 97.40 ft. Depth to limiting factor 47 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 0-25 10yr3/2 none sil 2msbk dfr cs 1vf .6 .8 2 25-34 10yr4/4 none sil 2msbk mfr cs na .6 .8 3 34-47 10yr4/4 none sicl 2msbk mfr cs na .4 .6 4 47-76 10yr7/4 c2d 7.5yr5/6 ;andston residuum na na na .0 .0 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sig ature: CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 8/22/2006 715-760-0347 SBD-8330 (R.07/00) Property Owner Covenant Presbyterian Church Parcel ID # Pending Page 2 of 3 F3 ]Boring # ❑ Ground surface elev. 100.15 ft. Depth to limiting factor 45 /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 0-4 10yr3/2 none I 2msbk dfr cs 2c .6 .8 2 4-23 10yr3/2 none sil lcsbk mfr gw na .4 .6 3 23-33 10yr4/3 none sil 2msbk mfr gw na .6 .8 4 33-45 10yr4/4 none sicl 2msbk mfr cs na .4 .6 5 45-50 10yr8/2 cld 7.5yr5/6 andston residuum na na na .0 .0 Boring # ❑ Ground surface elev. 101.00 ft. Depth to limiting factor 50 din. 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 0-6 10yr3/2 none I 2msbk dfr cs lc .6 .8 2 6-28 10yr4/4 none sl 2csbk mfr gw if .6 .8 3 28-50 7.5yr4/6 none sicl 2msbk mfr gw 1Vf .4 .6 4 50-60 10yr8/2 c2d 7.5yr5/6 andston residuum na na na .0 .0 F-sl Boring # E Ground surface elev. 99.50 ft. Depth to limiting factor 23 ✓ 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#t *Eff#2 1 0-6 10yr3/2 none sil 2msbk dfr cs if .6 .8 2 6-12 10yr3/2 none sil 1mPl mfr gw na .4 .6 3 12-23 10yr4/4 none sicl 2msbk mfr gw na .4 .6 4 23-48 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr na na .4 .6 * Effluent #1 = BODS> 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 Soil Service Property Owner Covenant Presbyterian Church Parcel ID # Pending Page 3 of 3 6 Boring # El 104.20 ft. Depth to limiting factor ❑ 53 ❑ 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 0-12 7.5yr4/6 none sl 2msbk dfr cs if .6 1.0 2 12-38 10yr2/4 none sicl 2msbk mfr gw if .4 .6 3 38-53 10yr4/4 none sl om mfr gw if .2 .6 4 53-60 10yr8/2 c2d 7.5yr5/6 andston residuum na na na .0 .0 ❑ 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 # ❑ 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 i I i 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 Soil Service 1 STEEL'S SOIL SERVICE 3 of 3 David J. Steel Covenant Presbyterian Church 994 200t" St. CST-POWTSM NE1/4,NE1/4,S29,T27N,R17W Baldwin, WI 54002 Lic. #248956 Town of Hammond,Sj. Direct 715- 760-0347 CSM Lot Z Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. "7/1 3 Z Legend N 1" = 40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.15 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations 01 71 i33 BI = 97.40 ft B2 = 97.40 ft B3 = 100.15 ft 371 B4 = 101.00 ft B5= 99.55 ft B6= 104.2 ft 7 ~ t z - L(D Tuesday, August 22, 2006 2:52 PM Granberg Surveying, Inc. 715-246-4598 p.02 r• CERTIFIED SURVEY MAP LOCATED IN THE NE Y4 OF THE NE Y OF SECTION 29, T19N, R17W, TOWN OF HAMMOND, ST.CROIX COUNTY, WISCONSIN I 664-V I LOT Z I 1 I I~ 00 I IUj © SOIL BORING'S - - ! 649.37 I 100.00' 549.37 n✓ LOT 3 I SCIL I 549.46 I I I sat LON 549.5T I I I I= I Ir III Parcel 018-1064-20-100 02/20/2008 02:55 PM PAGE 1 OF 1 Alt. Parcel 29.29.17.436A-10 018 - TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/17/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner %KURT SWANSON ELDER 0 - COVENANT PREBYTERIAN CHURCH INC COVENANT PREBYTERIAN CHURCH INC 302 265TH ST WOODVILLE WI 54028 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 788 170TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 7.150 Plat: 5280-CSM 21-5280 SEC 29 T29N R17W PT NE NE CSM 21-5280 Block/Condo Bldg: LOT 02 LOT 2 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 29-29N-17W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 10/17/2006 836784 WD 10/17/2006 836783 TD 09/29/2006 835696 QC 09/28/2006 835602 CSM more... 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/19/2007 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 6.650 700 0 700 NO UNDEVELOPED G5 0.500 50 0 50 NO Totals for 2008: General Property 7.150 750 0 750 Woodland 0.000 0 0 Totals for 2007: General Property 7.150 750 0 750 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 I RECEIVE 6 3 S Ea 0 2 nom{, Q VOL 21 PAGE 5280 1~V KATRLM H. REGISTER OF DEEDS ST. CROIX CO, W, 'ST, pRO1X cou", f RECEIVED FOR RECORD uRvEyORSRFGoRD 09/28/2006 03:30PM CERTIFIED SURVEY MAP COPY FEE: 3.00 CERTIFIED SURVEY MAP PAGES: 2 LOCATED IN THE NEB OF THE NEY4 OF SECTION 29, T29N, R17W, TOWN OF HAMMOND, ST.CROIX COUNTY, WISCONSIN o'U r p ae NE CORNER 6 SECTION 29, w (ESTABLISHED FROM+ o TIES OF RECORD) t R41LR04D PROP Z g z ACREAGE FOR LOT 3 ` 78°0139 ER7-Y 130,754 SQUARE FEET 630,5& X4.28 (3.00 ACRES) INCLUDING RAN ( 33.78 122,900 SQUARE FEET ( 2.82 ACRES) I OVERHEAD EXCLUDINGRAN LOTZ WIRES ACREAGE FOR LOT 4 I s 311,529 SQUARE FEET I a .15 ACRES - (7 ) v i INCLUDING RNV F 130,783 SQUARE FEET °d 297,930 SQUARE FEET ui v I LLJ I (3 ACRES) NE (6.84 ACRES) LUDING RW ~y l g EXCLUDING RAN -v H 122INC,929 SQUARE FEET (2.82 ACRES) EXCLUDING MW 33.00' S89°33'37"W 649.32 I Z 100.00 516.37 549.37 PREPARED BY: I _ SURVEYW41% Ca N11G 1235C. I LO f J (J `IA 1235 T.H.H." 'EE' " NEW RICHMOND, WI 54017 PHONE (715) 246.7529 I JOB NO. 06 -OW 549.45 -052 a 516.45' W 33.00 f~co S,+ i s LOT 4 III * G * a~ T~~ NEW RICHNIONO I 516.5T \ ~ S89°33'37W 549.57 33.00' 9NWI SUR`I~ , ~(n LEGEND UNPLATT ADD LANDS W - INDICATES SECTION CORNER MONUMENT rn ( AS NOTED) I o :nl • INDICATES 1" IRON PIPE FOUND 53 O - INDICATES 1.25"X 24" (OUTSIDE DIAMETER) IRON PIPE WEIGHING 1.68 LBS/UN. FT. SET - - - PROPOSED DRIVEWAY CESTHER6RAPP - INDICATES 50' ST. CROIX COUNTY SETBACREVOCABLE TRU LINE FROM RIGHT-OF-WAY LINE w~ui E Y CORNER NPLANESECTION 29, WI 54018 (ALUMINUM CAP FOUND) 0' 200' 409 600' SCALE IN FEET 1"= 2W THIS INSTRUMENT DRAFTED BY: KRISTIN J. GRANBERG SHEET 1 OF 2 Vol 21 Page 5280 1 of 2