HomeMy WebLinkAbout010-1016-90-150
.DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
INDUSTRY, DIVISION
LABOR AND PERCOLATION TESTS (115) P.O. BOX 7969
HUMAN RELATIONS JADISON, 53707
IH63.09(1) & Chapter 145.0451 L(~ ' 2
J
LOCATION: SECTION: P/W56EEMkk ITY: LOT NO.: BLK. NO.: SUBDIVISION NAPO:
/111 1/4 7 /T 30 N/R 16or) W Fmerald r n/a n/a
COUNTY: OWNER'S BUYER'S MAILING ADDRESS:
R. Doornink, & H. Hielkema 841, 220th. sT., Baldwin, Wi. 54002
St. Croix USE DATES OBSERVATIONS MADE
NO.BEDRMS.: COMMERCIAL DESCRIPTION: (PROFILE DESCRIPTIONS: PER O A I N TESTS:
residence 3 n/a ~Vew ❑Replace 5-9-92 5-11-92
RATING: S= Site suitable for system U= Site unsuitable for system
CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL OLD ING TANK: RECOMMENDED SYSTEM: (optional)
El S ®U CAS ❑ U ❑ S LIU ❑ S ®U Hmound
If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the
under s.H63.09(5)(b), indicate: n/a Floodplain, indicate Floodplain elevation: n/a
decimal' PROFILE DESCRIPTIONS page 30 AmC2
BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
NUMBER DEPTH M. ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
B-1 5.25 100.25 none 3.25 .83, 10yr4/3, l., 1.00, 10yr4/4,. sil., 1.42,-
7.5 4 4 s.l. 2.00 7.5 4/4, mot. s.l.
2 4,25 100.25 none 2,25 1.00 104/3, 1., .83, 10yr4/4, sil., .42
B- 7.5 r4/4s 1. , 2.00, 7.5yr4/4, mot. s.l.
4,41 101.90 none 2.41 1.00, 10yr4/3, 1., .83, 10yr4/4, sil., .58, 7.5-
3-3 2 00 7.5yr. not. s.l.
B-
B- 6"f d
I
B-
PERCOLATITESTS
TEST DEPTH WATER IN HOLE TESTTIME DROP IN WATER LEVEL-INCHES RATE MINUTES
NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERIOD2 PER D PER INCH
P_ 1 24 none 30 1, 1 1 - r
P_ 2 24 none 30 1 1 11/8
P_ 3 24 none 30 a
P-_
P-
P-
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope.
SYSTEM ELEVATION 102.50
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ti y
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I, the undersigned, hereby certify that the soil tests re 6fin this for were m e e in accord with the procedures and methods specified in the Wisconsin
Administrative Code, and that the data recorded and t c tion of the orre e,best of my knowledge and belief.
NAME (print): TESTS WERE COMPLETED ON:
Gary L. Steel 5-11-92
ADDRE S: ~O \ r ~7f CERTIFICATION NUMBER: PHONE NUMBER(optional►:
155+ 200th. Ave., New .Richmon 2 7 5- -6200
.S' CST SIGNAT _
DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester.
DILHR-SBD-6395 (R. 02/82) - OVER -
INSTRUCTIONS FOR COMPLETING FORM 115 - SBD - 5395
To be a complete and accurate soil test, your report must include:
1 . Complete I= r.al description;
2. The u rust clearly indicate whether this is a residence or commercial project;
3. MAXI' IUI number of bedrooms c< commercial use planned;
4. Is this or replacement syst ,
5. Cor ~ suitability rating' ( A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL
OTHf R 'STEMS ARE RULED OUT BASED ON SOIL CONDITIONS;
6. PLEA.` r_ the abbreviations shown here for writing profile descriptions and completing the plot plan;
7. MAK' A -GIBLE diagram accurately locating your test locations. Drawing to scale is preferred. A
separ<._Y ..ay be used if desired;
8. Make sun ur benchmark and vertical elevation reference point are clearly shown, and are permanent;
9. Complete all appropriate boxes as to dates, names, addresses, flood plain data, percolation test exemp-
tion, if appropriate;
10. If the information f~ -h - flood plain, elevation) does riot apply, place N.A. in th r 'r :rte box;
1 1 . Sign the form am' , § Wr current address avid your certification number;
12. Make legible copies -,f distribute as required. ALL SOIL TESTS MUST BE FI_LD WITH THE
LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION.
ABBREVIATIONS FOR CERTIFIED SOIL TESTERS
Soil Separates and ? Other Symbols
st - Sic-_ {over 10 BR - Bedrock
col) C (3 - 10") SS - Sandstone
gr - G. (under 3") LS - Limestone
*s Sa''~i HGW - High Grourrdwater
cs Ct 'd Perc - Percolation Rate;
coed s - I\" I W - We II
fs Fin Bldg Building
Is - Loy > Greater Than
sl Sandy < Less Than
'I - Loarn Bn - Brown
s i I - Silt Lo. if BI Black
si - Silt Gy - Gray
cl Clay Loam Y - Yellow
sci - Sanely Clay Loam R - Red
sicl - Siltv Clay Loam mot - Mottles
sc - Sandy Clay wr" - with
sic Silty Clay fff few, fine, i
Ic Clay cc cornma,
pt: - Peat mm - Many, n,:
m - Murk d distinct
p - prominent
HWL - High water level,
Six general soil textures surface water
for liquid waste disposal BM - Bench Mark
VRP - Vertical Reference Point
TO THE OWNER:
Th~ - Est report is the first step in securing a sanitary permit. The county or the Department may reetuest
v, 1tion of this soil test in the field prior to permit issuance. A complete set of plans for she private
sevn >e system and a permit application must be submitted to the <-~propriale local authority order to
obtain a perrnit. The sanitary permit must be obtained and i, to -he start of any + , .c-ti,=n.
f Parcel 010-1016-90-150 04/02/2007 01:29 PM
PAGE 1 OF 1
Alt. Parcel 07.30.16.99C-15 010 - TOWN OF EMERALD
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
06/18/2004 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - MARENTIC, CAROL ANNE
CAROL ANNE MARENTIC C - GLOBKE, JAMES ANDREW
JAMES ANDREW GLOBKE
2102 160TH AVE
NEW RICHMOND WI 54017
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description * 2100 160TH AVE /t~L'V1
SC 3962 NEW RICHMOND -
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC v W
Legal Description: Acres: 4.801 Plat: 4773-CSM 18-4773 010
SEC 7 T30N R16W 5.387A PT S1/2 SW FRL Block/Condo Bldg: LOT 5
BEING LOT 2 OF CSM 9/2498 NKA CSM
18-4773 LOT 5 ( 4.801 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
07-30N-16W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/05/2006 828865 WD
06/18/2004 766213 18/4773 CSM
07/23/1997 1118/432 WD
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/29/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 0.000 25,000 0 25,000 NO
Totals for 2007:
General Property 0.000 25,000 0 25,000
Woodland 0.000 0 0
Totals for 2006:
General Property 0.000 25,000 0 25,000
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
7C-aE,213
18 4773
APR 2 2005 KATHEEM H GE
L v REGISTER OF DEEDS
ST. CROIX CO.. MI
RECEIVED FOR RECORD
Si. CR(►fX coU\ 'f 06/18/2004 09t20AM
31JRVE` 0R1,S R-CORD CERTIFIED SURVEY MAP
REC FEE • 13.00
PAGES: 2
CERTIFIED SURVEY MAP COPY FEE: 3.00
Jeffrey E. and Sherry Clements
Located in part of the South % of the Southwest Fractional Y of Section 7,
Township 30 North, Range 16 West, Town of Emerald, St. Croix County,
Wisconsin, being Lots 2 and 3 of that Certified Survey Map recorded in
Volume 9, Page 2498 of St. Croix County Certified Survey Maps.
WEST 114 CORNER ,AT
SECTION 7, T 30 N, R 16 W 1
(FOUND P.K. NAIL) OWNERS ADDRESS
HEARINGS ARE REFERENCED
TO THE WEST LINE OF THE 2102 160TH AVENUE
SOUTHWEST FRACTIONAL NEW RICHMOND, WI 54017
114 OF SECTION 7, T 30 N, R 15 W,
ASSUMED AS N 00.17'00" W.
p, U
LEGEND
SCALE IN FEET 1"- 200' O INDICATES 1' O.D. x 18' IRON
PIPE SET (MIN. WT - 1.13 LBA.F)
160 6 1 260 • INDICATES 1"IRON PIPE FOUND
1 z 1 0 SECTION CORNER MONUMENT (AS NOTED)
55' 55' Sl1YRLA7T_Eq L Wk)$
1
1 S 85°49 25" E 62o.00-
-340.00, 1 5.1 T 284.83'
g ` 280.00' -
100' , -
1 55' S 8!'3'= IN
LS2T_2 .LOT_ 3 LQT_4
CERTIF_W SVE?VEY_ .MAP V
°zQ. ( E-f-- ~ 1LS2L1164+R~. b, PAI E_Z48M
i co
Lu; QI 1 g 3 LOT 5 LOT 6
CL:
aln
N
155' 65'1 100' ED
1 1 s _ ~ EN Ru ~ "
r RlvvA Ll/~~~Q
¢QTH 1 - N 85.4925' W 554 80'~ RPEA C S
I~L 204_;_41' • 0.39' ( 350.39' d!_~_
N 85°49'25" W ~'9x 33.10'•c
-1 620.00' _ _ - 5'w z4'- -
_ SOUTH UNE SW FRAC77ONAL
y; I I SOUTHWEST CORNER - 118; '4925" W 1182.24' - ,
SECTION 7, T 30 N, R 16 W '
1 (FOUND P.K. NAIL) SOUTH 114 CORNER
i ~JNf'_A7
7 ED !~4 /VD$ SECTION 7, T 30 N, R 16 W
~~PLAZT~Q 50'I 55'1 (FOUND COUNTY SERNTSEN NAIL)
1
.491YQ~ I i I
NOTE-
LOT ONg~ti 5 CONTAINS 209,153 SQ. FT. OR 4,801 AC.
(159,111 SQ. FT, OR 3.553 AC. EXCLUDING
RIGHT OF WAYS)
"L.AUREN
Mu~Pr~ LOT 8 CONTAINS 218,760 SQ. FT. OR 5.022 AC.
yt ' s a DATED: (207,140 SQ. FT. OR 4,755 AC. EXCLUDING
E ENVILLE, i JUNE 15,2W4 RIGHT OF WAYS) ,
C : WI. i 1
lA NP
THIS INSTRUMENT DRAFTED BY JERALD L. LARSON SHEET 1 OF 2
Vol 18 Page 4773 1
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