20131200 Ver 2_More Info Received_20140225

Strickland, Bev
From:
Devane, Boyd
Sent:
Monday, March 03, 2014 11:06 AM
To:
Strickland, Bev
Cc:
Cranford, Chuck
Subject:
FW: TRYON EQUESTRIAN # 13 -1200
Attachments:
Tryon Equestrian K -sat data.pdf; PERVIOUS PAVEMENT XSECTION.pdf
Bev, please file this letter and attachment in LF, thanks.
- - - -- Original Message---- -
From: Scott Roach [ mailto :scott(@odomengineering.com]
Sent: Tuesday, February 25, 2014 1:53 PM
To: Devane, Boyd
Cc: David Odom
Subject: TRYON EQUESTRIAN
ATTACHED IS LAND RESOURCE MANAGEMENT'S Ksat FINDINGS FOR THE PERVIOUS PAVEMENT AREAS & THE
PERVIOUS PAVEMENT CROSS SECTION DETAIL.
I'LL BE SENDING REVISED SPREADSHEETS HERE SHORTLY.
THANKS
SCOTT ROACH, EIT
PROJECT MANAGER
ODOM ENGINEERING, PLLC
152 E MAIN ST
FOREST CITY, NC 28043
scott(@odomeneineerine.com
828 - 247 -4495
828 - 247 -4498 FAX
1

K -sat (1)
1.6
168
16.8
1008
0.97272
0.38296063
9.191055118
Land Resource Management
3 Lockhart Lane, Swannanoa, NC 28778
828.231.1663 www.landrm.com
Tryon International Equestrian Center, Tryon NC
Saturated Hydraulic Conductivity Calculations
K -sat (2) x'1248rnche *,,,, K -sat (3)
1.9 13SWOd State 0.9
199.5 a0 '? 94.5
66.5 , 3 Minliierwle 4.725
3990 283.5
4.21743 6.2'5 "',Heed ; ; 0.2860515
1.660405512 , i4ches /hvur 0.112618701
39.84973228 inct�esldat �_y��.. 2.702848819

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Measurement No. �_
SAMPLE DATA SHEE
Con
ucted by '
Location Q 2 7 =s< 5 L k.— Date �IJ�fI /y
Weather Condition
Temperature
Horizon 12- � l
Source of Water
Hole depth
cm Measured (Actual) water level in hole
Distance between reference level
Initial 6 • 75, cm
and soil surface
+ • • cm Final cm
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
7 cm Clock time
Desired water. depth in hole (H)
- cm Start saturation dam_
Constant -head tube setting (d)
= cm Steady -state reading
Reservoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C.F.) = 20 cm'
Both Flow Measuring and Main Reservoirs Conversion Factor (C.T.) = 105 cm2
(To obtain flow volume multiply change
in water level by the appropriate C.F. from above )
Clock Reservoir At
Change in Flow Q Q fat
Time Reading
Water Level Volume
h:min cm min
cm C1113 cm3 /min Cm3 /h cm/h
/0.)o
36 y ?• y ,p
�,
/0
449
��:yy 3g -6 �a
1.� •_
Average of last three measurements
"sat cm/h (other units)
COMMENTS:
e
/0
V Ak f044
39
I

(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
............. . —....
SAMPLE DATA SHEET 'IX
Measurement No. Conducted by
Location �• '2 G��, 54 �, �, /l al Date :2 yljy
Weather Condition TemperaCume
Reservoir
Horizon Source of Water
Change in
Hole depth cm Measured (Actual) water level in hole
Q Q
`�
Distance between reference level Initial 6.25 cm
and soil surface + • cm Final 4.2< cm
Reading
Distance from the hole bottom to Radius of the hole (r) cm
Water Level
the reference level (D) = cm f Clock time
Desired water depth in hole (H) - cm Start saturation: a'�I
Constant -head tube setting (d) = cm Steady -state reading
cm
Reservoirs Used for Measurement of the Steady -State Flow Rate
cm
Flow Measuring Reservoir only Conversion Factor (C.F.) = 20 cm2
cm3 /min cm3 /h
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105 cm'
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At
Change in
Flow
Q Q
`�
u
"Sat
Time
Reading
Water Level
Volume
h: min
cm
min
cm
cm
cm3 /min cm3 /h
cm/h
w14
3
2,
3
i0yr
?
19,E
p
10,'Y7
I,4
verage-
�st- three
cm/h
(other units)
COMMENTS:
r
io n
tmeauremen
/$
39
✓+ t 3
2
1V 1
r' „

i3
SAMPLE DATA =16
Measurement No.'s` Co acted by
Location 5A A. 12*1 A •3 Date 910;f1Iy
Weather Condition Temperature
Horizon %l , 1.2 lY '17 Source of Water
Hole depth: cm Measured (Actual) water level in hole
Distance between .reference level Initial le , $' cm
and soil surface + • • cm Final cm
Distance from the hole bottom to Radius of the hole (r) cm
the reference level (D) = cm I Clock time
Desired water depth in hole (H) - cm Start saturation 1 •' 35
Constant- head tube setting (d) = cm Steady -state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cm'
Both Flow Measuring and Main Reservoirs L,/-K Conversion Factor (C.-F.) = 105 cm'
(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
Clock, Reservoir At Change in Flow Q Q
Time Reading Water Level Volume at
h:inin cm min cm cm cm3 /min cm3 /h cm/h
1 ova 117, y cti 0,9
i
f
Average of last three measurements: KSat = cm/h
(other units)
COMMENTS: I
l
39