PL-2014-00242.tif i
CITY OF BLAIR
218 S. 16TH STREET
BLAIR, NEBRASKA 68008
` Building Permit Application 402 426 -4191 - Phone
(402) 426 -4195 -FAX
PL- 2014 -00242 /b Se of qo www.blairnebraska.org
0512112014 77 PLUMBING Residential May 21, 2014
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LOCATIONOFIMPROVEMENT: 12868 Co Rd 30, Blair, NE 68008
ARCHITECT:
GENERAL Camden Excavating
- OWNER: Mitchell And Stacy Barney CONTRACTOR: p0 Box 304
2020 Hickory Blair, NE 68008
r DAKOTA CITY, NE 68731 -0000
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NATURE OF WORK PROPOSED USE
Sub -Work New Const Primary Residence
PROJECT NAME PERMIT EXPIRES 05120/2016
12868 Co Rd 30- 131105 -New Residential 5/21/2016
ESTIMATED COMPLETION DATE
DESCRIPTION OF WORK
Septic for new home.
DEPOSIT PAID BY: SITE PLAN SUBMITTED: Pending
Contractor
REScheck /COMcheck SUBMITTED: NA
DEPOSIT STATUS: BUILDING PLANS SUBMITTED: NA
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1. No work will be started before a permit is ISSUED AND POSTED.
2. For commercial permits, a set of plans for this project must be submitted to the Nebraska State Fire Marshal's Office for review.
3. Separate permits are required for electrical, plumbing, heating, ventilating and air conditioning, and septic system.
4. The undersigned owner or agent understands and acknowledges this building permit application does not constitute issuance of
this building permit. It is further understood that construction covered by this permit application shall not be commenced until a
copy of a permit signed by the Building Inspector is issued.
5. The undersigned owner or agent agrees to perform the proposed work in accordance with the specifications set forth above and
in accordance with the codes /ordinances of the City of Blair and the State of Nebraska. Any omission of or misrepresentation of
fact with or without the intention of the undersigned or any alteration or change from this application without approval of the
)Building Official, shall onstit to sufficient ground for the revocation of any permit issued which was based on the approval of this
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SOIL PERCOLATION DA
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NAME Mitch Barney
SOIL TYPE
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ADDRESS 2416 242nd Trail SILTY CLAY v U
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CITY Logan, la 51546 SILTY LOAM "'
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SILTY CLAY LOAM
LOCATION 34 18 N 11 E G1AY_Lt3p�Nf
SECTION TOWNSHIP RANGE LOW SANDY LOAM
Washington CR 30 SANDY CLAY
COUNTY STREETADDRESSORSUBDIVISION
PRE -SOAK
DATE OF TEST 09128113 TO 09/29113 PRECIPITATION NONE DATE TIME
SLIM OF PERCOLATION RATES 47.62 Ave TEMP 54 °F START 9/2812013 2 :30 PM
MINUTES PER INCH + _ 7; ; "SI�I 9291368 210 FINISH 9f 29/2013 6:30 AM
FIELD DATA SHEET
HOLE 1 DEPTH 30° HOLE DEPTH 33" HOLE3 DEPTH 31"
TIME FIL L READING LOSS FILL READING LOSS FILL READING LOSS
6:45 6"
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7;16 6" 1.00 5.00 6" 2.00 4.00 6" ISO 3.50
7:45 6" 2.25 3.75 6" 3.00 3.00 vt 3.50 2.50
815 6" 3.00 3.00 6" 3.50 ISO 6" 4.00 2.00
8.145 6" 3.50 2.50 6" 3.75 2.25 6s' 4.00 2.00
9:15 6" 3.50 ISO 6" 3.75 2.25 6" 4.25 1.75
9:45 6" 3.50 2.50 6 3.50 2.50 6" 4.25 1.75
E '10:16 6" 4.00 2.00 6" 4.00 2.00 6" 4.25 1.75
10:46 375 2.25 4.25 175 4.25 1.75
TOTAL LOSS 23.50 20.25 17.00
TEN FOOTTEST BORING NONE NEEDED
PERCOLATION TEST DATA FILE
IAST'PERCOLATION READING FINAL 30 MINUTE RESULTS HOLE #
START END ELAPSED WATER LEVEL PERCOLATION
TIME WATER LEVEL TIME TIME(MIN) (DROP INCHES) RATES(MIN.PER IN.)
1.0:15 6" 10:45 30 2.25 13.33 #1
10:15 6" 10 :45 30 1.75 17.14 #2
10 :15 6" 10:45 30 175 17.14 #3
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JLWL Htwtw, 13623 CR 26
SIGNATURE GLAIR, NE. 68008
STATE CERTIFICATE NO. C1410 PHONE # (402) 426 -4851 1
3 & L TESTING SERVICE FAX # (402) 533 -2046
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