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231-1047-70-060
� 3 Property Owner_ Parcel ID# Page of aBoring# ❑ Boring //� �-Pit Ground surface ele�L/v� ft. Depth to limiting factor I 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 ern / F-1 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# E] 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/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 'Eff#2 Effluent#1 =BOD.>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•9330(8.6100) Wiscgnsin Department of Col e � �a SO EVALUATION REPORT Page of -� Division of Safety and Building . , ; 1, 00 ( In accordance with Co m 85,Wis. Adm. Code uyTY" Coun Attach complete site plan on aper I I a 0. 1 inch in size.Plan must include,but not limited to:ve 1 and 0pllf� I Int(BM),direction and parcel I.D. u percent slope,scale or dimen ow,and location and distance to nearest road. / 7 `©oo Please print all information. Review by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location _ f-,4- A � Govt.Lot �1/4,5L1/4 S�6TJON R /J E(or(W) Property Owner's Mailing Ad a Lot# Block# Subd. Name or CSM# City State zip Code Phone Number City C1 Village Nearest ) K/1 ISY D ( /.f) .L r AP n 42 New Construction Use. idential/Number of bedrooms Code derived design flow rate -`?J"2— GPD ❑Replacement ❑ Public or co mercial-Describe: __— Parent material Flood Plain elevation if applicable /// ft. General comments and recommendations: / IZI 1 rltring Boring# Ground surface elev. ft. Depth to limiting factor l y in. mil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Qjr.Sz.Sh. i -Eff#1 'Eff#2 Boring# ❑ Boring �j I Xz- 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 10-11 S - j AVI C 424 �✓� r✓jr¢ r Effluent#1 =BOD >30<220 mg/L and TSS>30<150 'Effluent#2=BOD <30 mg/L and TSS<30 nVL CST Name(Please Print) _ Si r CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 w —� O's- 715-246-4516 Property Owner Parcel ID# Page of _ t a ❑Boring# Boring i 3 �-pit Ground surface ele �/ ft. Depth to limiting factor in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 'Eff#2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. cr, ��- � r' ire � i r" > -7u 0 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 ❑ F-1 Boring# Boring i Ground surface etev. ft. Depth to limiting factor n. ❑ Pit Soil ication Rate Horizon Depth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots GPD/ff in. Munsetl Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 'Efi#2 Effluent#2=BOD <30 mg/L and TSS<30 ffQtL 'Effluent#1 =BODE>30:<220 mgll.and TSS>30:_150 mgll. 5 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(8.6100) Soil Test Plot Plan Project Name Larry Mastella Sha ird/ Address ✓ 482 Carriage Lane �� Hudson Wi 54016 OtM #226900 Lot 13 Subdivision -------- Date 5/10/05 SE 1/4 SE 1/4S 27 T 30 N/R15 W City Glenwood ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe System Elevation *HRPSameasBenchmark Private Road to Hwy 128 Scale is 1" = 40' Private Road to 128 unless otherwise oted 35' 30' 100' B-3 45' 98' -2 150' 5' 80' B-1 25' 6% Slope B.M. M9 up X � w m � � a N oo � N A ? a° CD cc GO ' o M ti I _c i CD . a 0.2 mi. to CTH DD 240th Street 0 CD 0 Q 0 CT 60 39VJ AN3 G3INAilOO TBETEEBSILT 15:TZ b00Z/ZZ/Z0 Parcel #: 231-1047-70-060 02/15/2008 10:54 AM PAGE 1 OF 1 Alt. Parcel#: 27.30.15.754M 231 -CITY OF GLENWOOD CITY 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 O-MASTELLA, LAWRENCE E&BARBARA A TR LAWRENCE E &BARBARA A TR MASTELLA 482 CARRIAGE LN HUDSON WI 54016 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 4.020 Plat: 3050-CSM 11-3050 SEC 27 T30N R1 5W PT NW SE&SW SE BEING Block/Condo Bldg: LOT 13 LOT 13 CSM 11/3050 4.02AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-30N-15W NW SE Notes: Parcel History: Date Doc# Vol/Page Type 09/05/2007 859955 ORDER 08/31/2005 805097 2878/649 WD 09/09/2004 773836 2652/312 WD 01/13/1999 595615 1395/182 WD more... 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/21/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.020 32,200 0 32,200 NO Totals for 2008: General Property 4.020 32,200 0 32,200 Woodland 0.000 0 0 Totals for 2007: General Property 4.020 32,200 0 32,200 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 • G a.?/--/o('7- 7 FORM NO.985-A r• 7 7� 6 - !S`� 00 Stock No. 26273 "o -31- !o V - 70- O!a 7syL • /7— FILED D a23 �o y _ �D- 0/3 ?Sy '� JAN 3 fl 1996 ► 1 539428 THI NH.wusH� !. / to y7- - 'I CERTIFIED SURVEY MAP No. 3050 sr.Crotxco..wi �� VOL UME 11 , PAGE 3050 w N PART OF THE SOUTHEAST 1/4, OF SECTION 27 TOWNSHIP 30 NORTH, RANGE 15 WEST, CITY OF GLENWOOD CITY, ST. CROIX COUNTY, WISCONSIN �S Gi SCALE:1"=300' * DONALD MN;* �� CLARK / 0' 150' 300' 600' 5.1580 OWNER: INVEMENT M ENOMONIE HlI • 6 3 13 WY 8 E. P.O-BOX 99 BARRON. WI 54812 Z e \,?� ` DRAFTED BY DONALD M. CLARK < . - W R J�Q:'' �� LOT I ,175,296 SQ. FT. 9J'A, qq at • smnm,.mc ff W v4-1e va,Soc.27 (4,02*ACRES) LESS R W N"4 >5 N - 1 d S'34�.(4,65±ACRES) LOT 12 6�g�� M a�a 41 z W z 320,346 SQ. FT. 63e41, w / (7.35±ACRES) 304,035 SQ. FT. LOT' 14 (6.98±ACRES) LESS R\W 3 - I ,® h / // S 64•x, o° 327,942 SO. FT. 2q • 4�.F 33, � .' L (7.53±ACRES) 306,748 SO. FT. ql // 93 '9• o (7.04±ACREi) LESS R\ A I �, 310, A^ zI CRI LOT 11 L7I S6Sa' e. JI I I � ZI y, 795,849 SO. FT. Al (18.27±ACRES) �; LEGEND LJI I 704,680 SO. FT. ^ OVERNMENT CORNER w (16,18tACRES) LESS R\W b w l I`�j a Z ?AS NOTED) t3 I J I Eu H I "�� 1 • SET. 3/4"X24- REBAR IR o ¢1 a WEIGHING 1.502 LBS. zi Z5 z 1 I •oa 0_1 (8 PER LINEAL FOOT. I 0 S 87.42148' W =I 1+ ,%— ® 110.54' ti - RRIV '42' W 765.37' N WIDTH OF R\W VARIES 17 .L7, SOUTH 1/4 CORNER N 88.55'42' W 2622.24' SEC.27, T30K R13V SOUTHEAST CORNER ST. CROIX CIS. MONU UNPLATTED LANDS SEC.27, T30K R15W ST. CROIX CO. MONU. CURVE DATA TABLE CURVE LOT RADIUS ARC CENTRAL CHORD CHORD BACK FORE NO. NO, LENGTH LENGTH ANGLE BEARING LENGTH TANGENT TANGENT 1-2 664,80' 580.15' 50.00'00' N.25.07'24'E. 561.91' N.00.07'24'E. N.50.07'24'E. 11 664.80' 444,07' 38.16'20' N.19.15'34'E, 435,86' N.00.07'24'E. N.38.23'44'E. 12 664.80' 136.08' 11.43'40' N.44.15'34'E. 135.84' N.38.23'44'E. N.50.07'24'E. CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE,W154751 (715)235-9081 PAGE_LOF 2