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2008/07/28 - SANITARY - SAN - Other (3)
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2008/07/28 - SANITARY - SAN - Other (3)
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Entry Properties
Last modified
1/29/2022 12:40:27 AM
Creation date
9/30/2017 1:50:28 PM
Metadata
Fields
Template:
Property Files v2
Document Date
7/28/2008
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
35091
17119
35762
35090
Pin Number
07-026-2-39-15-28-5 05-004-018100
07-026-2-39-15-28-5 05-004-018000
07-026-2-39-15-28-5 05-004-018200
07-026-2-39-15-28-5 05-004-016001
Legacy Pin
026322802800
Municipality
TOWN OF SAND LAKE
TOWN OF SAND LAKE
TOWN OF SAND LAKE
TOWN OF SAND LAKE
Owner Name
JAMES V MCQUILLAN
BARBARA M MCQUILLAN JAMES V MCQUILLAN
JAMES V MCQUILLAN
KATHY J & CHARLES APPLEGATH TRUST
Property Address
4921 SAND LAKE RD
4921 SAND LAKE RD
4921 SAND LAKE RD
City
WEBSTER
WEBSTER
WEBSTER
State
WI
WI
WI
Zip
54893
54893
54893
Previous Owners
BARBARA M MCQUILLAN JAMES L MCQUILLAN JAMES V MCQUILLAN BARBARA M MCQUILLAN JAMES V MCQUILLAN
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DEPARTMENT OF, - REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS <br /> DIVISION <br /> INDUSTRY, __ --C- - <br /> LABOR AND PERCOLATION TESTS (115) MADISON WI 53707 <br /> HUMAN RELATIONS <br /> (ILHR 83.09(1) &Chapter 145) <br /> LOCATION: SECTION: TOWNSHW)WA+W10 FAtf•F1': LOT NO.:BLK.NO.: SUBDIVISION NAME: <br /> 5014 SO/ aS /T391/R/SE .F � / <br /> COUNTY: OWNER'S .— ,, MAILING ADDRESS: <br /> 460OC't f JAMES &4&1,44) L S7. LOU/S &WN <br /> USE DATES OBSERVATIONS MADE Jr / <br /> NO.BEDRMS.: COMMERCIAL DESCRIPTION: �I ❑ PROFIL DESC T ONS: ERCOLATI <br /> 2 1 N T STS: <br /> Residence 9 )fl New Replace pp/v3 <br /> RATING:S=Site suitable for system U=Site unsuitable for system <br /> CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK: RECOMMENDED SYSTEM:(optional) <br /> XS <br /> ❑U ®S ❑U gS ❑U ❑S 6U EISMUleafeep <br /> DE <br /> If Percolation Tests are NOT required SIGN RATE: If any Porton of the tested area is in the <br /> under s. ILHR 83.09(5)(b),indicate: oll Floodplain, indicate Floodplain elevation: <br /> PROFILE DESCRIPTIONS <br /> BORING TOTAL DEPTHTOGROUN DWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH <br /> NUMBER DEPTH IN, ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> B- 77 7 JJV 7 7"B s/ d S" /,-Cd V W67,& <br /> S- 9- 0 .S -' NONG 73 "B/s e 7 '&S "BHS ry MCd X l <br /> B---? 79 /M. 7S "9/ 5/ 6�'B�S a d Ir eT <br /> B- 7D lea 'x/ s/ IS/?S „Bhs w ceL a . <br /> B 5' 7? /66.76- NONirr 76- "Ah S 3' a ecd <br /> B- G 77 10/•67 41045 7,1 781s/ 4-5— ,s S'" s � ecl <br /> PERCOLATION TESTS <br /> TEST DEPTH WATER IN HOLE TESTTIME DROP IN WATER LEVEL-INCHES RATE MINUTES <br /> NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PEFIODI PERIOD PERIO PER INCH <br /> P- / 1 A y -e 3 <br /> P- a37 NOAJr-- 43 <br /> P- 111041E J- it <br /> P- it <br /> P- <br /> P- <br /> 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- <br /> 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 <br /> of land slope. <br /> SYSTEM ELEVATION <br /> SANS �A RCIAO 6M SCALE - JBeock = /0 ` <br /> u 't o RAI - r or PJPE <br /> 136'( A1E Colo ie -EL !00` <br /> A�P11 � ,O � <br /> 1 /3 B3 1 <br /> nA'; ',� ' l7 Sufic BoR/N�S <br /> �AF4 �N <br /> SEP "i,,, <br /> PRS° 4 free lsn <br /> [60 /JELc to /3E >SG' <br /> Ftem OC4oNF/E4D <br /> A6 sA•ND i-AKG <br /> I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin <br /> Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. <br /> NAME(print): TESTS WER COMPLETED ON: <br /> ADDRESS: CERTIFI AT 10 NUMBER: IPHONE NUMB ER(optional): <br /> ,06'r - 33.1 <br /> CST SIGNAT E: <br /> L <br /> DISTRIBUTION: Original and one copy to Local Authority,Property Owner and Soil Tester. <br /> DILHR-SBD-6395 (R. 10/83) —OVER — <br />
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