Date Time Temp Dewpt RH Wind | Soil | Precip | Daily Temp
|Dir Speed Gust | Temp |
| Max Min
2013-08-26 18:15 81 58 34 | 339 8 13 | 83 | 0.00 |
2013-08-26 18:00 82 56 29 | 342 8 13 | 87 | 0.00 |
2013-08-26 17:45 82 57 32 | 354 8 13 | 90 | 0.00 |
2013-08-26 17:30 83 56 28 | 002 6 14 | 93 | 0.00 |
2013-08-26 17:15 83 56 29 | 352 10 13 | 96 | 0.00 |
2013-08-26 17:00 83 56 29 | 317 9 15 | 98 | 0.00 |
2013-08-26 16:45 83 55 27 | 310 10 15 | 101 | 0.00 |
2013-08-26 16:30 85 54 23 | 353 8 14 | 103 | 0.00 |
2013-08-26 16:15 84 58 31 | 341 8 14 | 104 | 0.00 |
2013-08-26 16:00 83 56 29 | 330 9 21 | 107 | 0.00 |
2013-08-26 15:45 85 54 23 | 281 9 16 | 109 | 0.00 |
2013-08-26 15:30 84 56 27 | 307 10 21 | 109 | 0.00 |
2013-08-26 15:15 88 50 17 | 215 13 21 | 112 | 0.00 |
2013-08-26 15:00 87 48 15 | 214 11 23 | 113 | 0.00 |
2013-08-26 14:45 85 55 25 | 287 7 16 | 115 | 0.00 |
2013-08-26 14:30 86 48 16 | 198 9 13 | 118 | 0.00 |
2013-08-26 14:15 85 47 16 | 095 4 17 | 117 | 0.00 |
2013-08-26 14:00 86 49 17 | 049 9 13 | 119 | 0.00 |
2013-08-26 13:45 84 49 19 | 296 7 11 | 118 | 0.00 |
2013-08-26 13:30 84 49 19 | 069 5 11 | 119 | 0.00 |
2149 2013-08-26 2.75 17.8 27.8 13.1 20.6 0.00 1.9 3.0 3.0
2.4 3.1 20.5 23.0 26.2 24.2 23.9 20.8 23.0 26.2 24.4 24.2
31
Site Id Date Time PREC.I-1 (in) TOBS.I-1 (degC) TMAX.D-1
(degC) TMIN.D-1 (degC) TAVG.D-1 (degC) PRCP.D-1 (in) SMS.I-1:-2 (pct)
(loam) SMS.I-1:-4 (pct) (loam) SMS.I-1:-8 (pct) (loam) SMS.I-1:-20
(pct) (loam) SMS.I-1:-40 (pct) (loam) STO.I-1:-2 (degC) STO.I-1:-4
(degC) STO.I-1:-8 (degC) STO.I-1:-20 (degC) STO.I-1:-40
(degC) STO.I-2:-2 (degC) STO.I-2:-4 (degC) STO.I-2:-8
(degC) STO.I-2:-20 (degC) STO.I-2:-40 (degC) RHUM.I-1 (pct)
August | 81.5| 59.0| 70.3| 95 | 42 | 937| 4.03| 2.04| 5.76| 6 | 0.0
September | 72.7| 50.7| 61.7| 91 | 29 | 651| 3.93| 1.53| 5.95| 6 | 0.0
October | 61.0| 39.9| 50.5| 84 | 18 | 339| 2.27| 1.07| 3.31| 4 | 0.2
November | 43.8| 27.0| 35.4| 67 | 1 | 65| 1.68| 0.65| 2.64| 4 | 3.4
December | 28.3| 12.1| 20.2| 56 | -21 | 5| 1.21| 0.63| 1.73| 3 | 9.7
NATURAL RESOURCES CONSERVATION SERVICE
CONSERVATION PRACTICE STANDARD
MOLE DRAIN
(Ft.)
CODE 482
DEFINITION
An underground conduit constructed by pulling a
bullet-shaped cylinder through the soil.
PURPOSE
To establish a system of subsurface earthen
channels for removal of trapped surface and
subsurface water.
CONDITIONS WHERE PRACTICE APPLIES
This practice applies where the use of buried
drains is physically or economically impractical
to complete the drainage required. Mole drains
may be used in fields with highly cohesive or
fibrous soils that are free of stones, gravel, or
sand lenses if the area served is small and if an
outlet is available or can be constructed to
provide continuously free outfall from the drains.
They may also be used as a supplement to
other drains.
CRITERIA
Planned work shall comply with all federal, State
and local laws and regulations.
Size. The minimum diameter of a mole drain
shall be 4 inches. A 6-inch mole will usually
create a hole approximately 4½ inches in
diameter.
Location, grade, and length. The location,
grade, length of line, depth, spacing and size of
drains, and the outlet protection for such drains
shall meet requirements of NRCS National
Engineering Handbook, Section 16, Drainage, or
as modified by approved local drainage guide.
Outlet. Outlets must have sufficient depth and
capacity to provide continuous free outfall.
CONSIDERATIONS
When planning this practice, consider the
effects:
• on runoff, infiltration, deep percolation, and
potential ground water recharge.
• on existing wetland hydrology.
• of increased drainage waters on
downstream baseflow.
• of an increase in dissolved substances that
may be discharged to streams or aquifers.
• on reduction in the yields of sediment or
sediment-attached substances.
• on downstream water quality, water use,
and water temperature.
PLANS AND SPECIFICATIONS
Plans and specifications for installing mole
drains shall be in keeping with this standard and
shall describe the requirements for proper
installation of the practice to achieve its intended
purpose.
Mole drains shall be installed according to an
approved plan, or as modified by an authorized
technician at the site.
OPERATION AND MAINTENANCE
Operation and maintenance shall consi
August | 89.5| 48.7| 69.1| 100 | 35 | 886| 0.33| 0.05| 0.53| 0 | 0.0
September | 80.8| 41.2| 61.0| 95 | 22 | 626| 0.36| 0.00| 0.56| 1 | 0.0
October | 69.2| 31.2| 50.2| 87 | 13 | 325| 0.35| 0.02| 0.65| 1 | 0.0
November | 54.5| 22.9| 38.7| 74 | 2 | 78| 0.51| 0.03| 0.89| 1 | 0.1
Soil Temperature Mount Rose show a drop into The Nevada Western Valley
before Earthquake
08/26/2013 0000 0.0 12.9 0.3 12.7 0.0 12.0
08/26/2013 0100 0.0 12.8 0.1 12.7 0.0 12.0
08/26/2013 0200 0.0 12.7 0.3 12.7 0.0 12.0
08/26/2013 0300 0.0 12.7 0.1 12.7 0.0 12.0
08/26/2013 0400 0.0 12.6 0.5 12.6 0.0 12.0
08/26/2013 0500 0.0 12.5 0.3 12.6 0.0 12.0
08/26/2013 0600 0.0 12.4 0.3 12.6 0.0 12.0
08/26/2013 0700 0.0 12.3 0.3 12.5 0.0 12.0
08/26/2013 0800 0.0 12.2 0.4 12.5 0.0 12.0
08/26/2013 0900 0.0 12.1 0.3 12.5 0.0 12.0
08/26/2013 1000 0.0 12.0 0.4 12.4 0.0 12.0
08/26/2013 1100 0.0 11.9 0.4 12.4 0.0 12.0
08/26/2013 1200 0.0 11.9 0.4 12.3 0.0 12.0
08/26/2013 1300 0.0 11.9 0.4 12.3 0.0 12.0
08/26/2013 1400 0.0 12.0 0.3 12.2 0.0 12.0
08/26/2013 1500 0.0 12.1 0.4 12.2 0.0 12.0
08/26/2013 1600 0.0 12.2 0.3 12.2 0.0 11.9
08/26/2013 1700 0.0 12.3 0.4 12.2 0.0 11.9
S$
--
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