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HomeMy WebLinkAbout026-1290-13-000 (2) Wisconsin Department of Commerce SOIL EVALU4TION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. ~V my Attach complete site plan o a t less than 8 1/2 x 11 inches in size.m st include, but not limit e d horizontal reference point (BM), dire ar d4 Parcel I.D.n i percent slope, sc r ions arrow, and location and distance ST to nearest rr 13 fJ~ a -071 /I/ ~p G ase print all information. CRoik R 'ew y Da e Co 13 Personal iMo n y provide may be used for secondary purposes (Privacy Law, s. 15.04111(rr~~ Property Own 1 Property Location ,Cj(! p f i Govt. Lot S 1/ ~F 1 /4 S T 3D N R E (o W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# ssa JS Y- All? I City State Zip Code Phone Number ❑ City El Village Tcf&l Nearest Roadly - SS-7 i!/ New Construction Use:~2esidential /Number of bedrooms Code derived design flow rate S ? 6 (T r) GPD ❑ Replacement ❑ Public or mmeraa1- Describe: Parent material Lel / Flood Plain elevation if ap livable ft. General comments and recommendations: 'S e4 S6e a Ss~~ j~A,, S J 0 Boring # ❑ Boring Pit Ground surface elev. ~2-1(4 ft. Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 t12- 6' /0 ® Boring # Boring Pit Ground surface elev. A974 D ft. Depth to limiting factor 4 Yarn. g*Effftl Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D/fY in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#2 /3v Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) _ - _ CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address ate Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715-246-4516 Property Owner _ Parcel ID # Page of Boring # ❑ Boring © Pit Ground surface elev. /V. 0 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 ❑ 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 ❑ 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 Effluent #1 = BOD. > 30 < 720 mg/L and TSS >30 1150 mgll. ' 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 (8.6/00) Soil Test Plot Plan Project Name Roberto Rodrigez Shaun Address 353 Fox Way New Richmond Wi 54017 CSTY #226900 Lot 13 Subdivision Lundy's North Date 8/13/13 S 1/2 SE 1/4S 22 T 30 N/R18 W Township Richmond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel fence post System Elevation TBD *HRpSame as Benchmark 101' 100' 99.5' B.M. 414' Property 20' 66' -Od B-2 2% lope 0' 10' 80' 40' 25' -3 10' Pockets of poorer soils Area of Drainage easement is to be inconsistent and properly staked before Scale is 1» 40' some poor soils installation = unless otherwise noted Drainage Easement Property Line Parcel 026-1290-13-000 08/16/2013 02:23 PM PAGE 1 OF 1 Alt. Parcel 22.30.18.1466 026 - TOWN OF RICHMOND Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 04/21/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - BREMER BANK NA BREMER BANK NA 532 S KNOWLES AVE NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 1419 129TH ST SC 3962 SCH DIST NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 2.100 Plat: 10-058-LUNDYS NORTH LOTS 2/22 026-05 SEC 22 T30N R18W PTS SW SE & SE SE Block/Condo Bldg: LOT 013 LUNDY'S NORTH ('05) LOT 13 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 22-30N-18W SW SE 22-30N-18W SE SE Notes: Parcel History: Date Doc # Vol/Page Type 01/20/2012 949224 SD 12116/2005 814457 2945/116 WD 12/16/2005 814456 2945/115 WD 05/06/2005 794372 2798/536 LC more... 2013 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/27/2011 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.100 22,500 0 22,500 NO Totals for 2013: General Property 2.100 22,500 0 22,500 Woodland 0.000 0 0 Totals for 2012: General Property 2.100 22,500 0 22,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 v --EcD Wisconsin Department of Commerce s CRS, SOIL EVALUATION REPORT Page of Division of Safety and Buildings ZON/ X T~ t in a m 851 Wis. Adm. Code County e 'JA t' Attach complete site plan on paper not less than 81/2 x 11 inchesifr ize. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. OZ& ~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. viewed i Date Please print all information. < Personal information you proide may usj0 for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / ~S d S Property Owner \j AV Property Location Govt. Lot 11 S 1/4 S 00~T__50 N R $ E( Property Owner's Mailing Addr ss t Block # Name CSM# s city State zip Code Phone Number City ❑ Village To Nearest Road - y ( ) Vii" ~ New Construction Us Residential / Number of bedrooms 3 Code derived design flow rate ©Q GPD 00 459 7 711 ❑ Replacement ❑ Public corcommerd Describe: - if Parent material Flood 7~elevation applicable General comments and recommendations: .SGr/Yt ~S L'r7 n. ~e UJsSL • S~,~vi~ F/71 Boring ))nn S ~~h S ; ~ wj ~ I Boring # Pit Ground surface elevly~ ft. Depth to limiting factor 01, in. i, to Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 '1L f® 131L $ rn C~ . C t7 -All II IVI a/ g 0 ~r- r Boring # C] Boring Pit Ground surface ele/20- ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 `Eff#2 O! 3 _ C i )N iN i(O d ` ID-Je S • Effluent #1 = BOD > 30 < 720 mg/1- and TSS >30:5 150 mgy/ ` Effluent #2 = BOD _ 30 mg/- and TSS 130 mg/L CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Si Date Evaluation Conduc ad Telephone Number 1008 192nd Ave, New Richmond, WI 54017 -l 715-246-4516 Property Owner _ Parcel ID # Page of F-1 Boring # 11 oring 3 ) Pit Ground surface elev. ft. Depth to limiting factor lZ D in. SoI Application Rate Hodwn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 rT Q-iL ID r it CS rN ,6 0 a ❑ 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 GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2 ❑ Boring # C] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal ication Rate . Horizon Depth Dominant Color Redox Description. Texture Stricture Consistence. Boundary Roots GPD/ft'- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2 Effluent #1 = BOD5 > 30 1220 mg1L and TSS >30 1150 mglL - Effluent #2 = BODS 130 mglL. and TSS < 30 mglL 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. SBO.0330 (RAM) Soil Test Plot Plkhd Project Name Environmental Holdings LLP SAddress 706 19th St. Hudson Wi 54016 TM #226900 Lot 13 Subdivision Lundy's North Date 12/1/04 S 1/2 SE 1/4S 22 T 30 N/R18 W Township Richmond ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 98.1/97.8/97.5 *H R PSame as Benchmark Alternate Benchmark Top of 1/2" Pipe @ 100.3' B.M. */A1t.B. 414' Property 150 M Los,-7 b' Area of poor soils 40' 101' 20' B-1 50' -3 25' 10 5% '50' Slope Scale is 1" = 40' i' unless otherwise ' noted 20' 103' B-2 %Please/note: soil test may,not be suitable for owners desired building location, Soil test was done to Property ,"satisfy zoning Line requirements, please verify system location before excavating. Lu6vr,n Ia. mnma SRC %xu%ao ac wm%P4. MAVIMV 11'St mu" I !v =KVL IML Nc& . PLAT OF L1 I 19 ~l MCI LOT 20 C41 NORTH UNE OF THE \ rli S1/2 OF 114E SE1/4 \ i . (S89'47'03"W) \ t----- N89°4?R01 "E 1496.60 R V f IAI 8G.G., OF 421.49 199.09 • i 1 OwT 12 56 (61,3 0. FT.) /0-, 63. '1 LB.O. m 966.5 5 2 ~o i89' 9 56"W " A $ T.) 55276101,W ,'52.06 ~r4. ''S N89'57'29'E 413.85' LOT 'l ► S TQ ,t 5 2,07 ACI (90,057 SC 2U7e' LOT 13 BENCH MARI 2.10 AGES ` cq ! TOP OF 1' (91,677 SO. FT.) , 3 r~l IRON PIPE, . ` LBA. • 966.5 t_cj t ELEVATION ` ` • WRAC, ~t 964.0 Wig" 3~ r d OW b H%W 0.5 'TOJ . 'It AM" w Jr"' ~ s ~ ~ ~ N88'1511 E ' LOT 9 ~ ___-i 29TH S1 1.83 ACRES (83,924 SO. FT.) 92' W-11511" Jill j LB.O. 1 960.5 [rt" DRAINAGE ~,A,% 1 V I _ - ~i £ASEtIENT 589i72'Q4'W 292.52' • N ,~.,tt t HwE = 963.8 4s9402'v4*E 411.03 .............................Z h _ ltd - - -_._..~'~T9v• _ l t S8S7s27' ' 5 ..65 N89p2"Q4 E 162.57f''~ N857927'W 6 • 272 77 TOP 1'~2T 2267 466 T8 ACRES ; S0. FT.) :LOT 4 r+. ' 3.93 ACRES ~l►