WQ0033455_Soil _Science_Report_20081117

NOV 2 1 20U"8
THE CLIFFS AT HIGH CAROLINA,
SUBSURFACE WASTEWATER
IRRIGATION SYSTEM
SOIL SCIENCE
REPORT
PREPARED FOR;
THE CLIFFS COMMUNITIES
MR. DON NICKELL
301 BEAVER DAM ROAD
TRAVELER'S REST, SOUTH CAROLINA 29690
ORIGINAL: OCTOBER 21, 2008
REVISED' NOVEMBER 1 7, 2008
BROOKS ENGINEERING ASSOCIATES
PROJECT No. 307808
IIIIIIIIP 3 n NN"W-I
ti
17 Arlington Street
Asheville, NC 28801
828,232.4700

THE CLIFFS AT HIGH CAROLINA .
SURFACE WASTEWATER IRRIGATION SYSTEM
SOIL SCIENCE
REPQRT
PREPARED FOR:
THE CLIFFS COMMUNITIES
MR. DON NICKELL
301 BEAVER DAM ROAD
TRAVELERS REST, SOUTH CAROLINA 29690
PHONE: [phone]
EMAIL: [e-mail]
PERMITTING AUTHORITY: NORTH CAROLINA DIVISION OF WATER QUALITY
ORIGINAL: OCTOBER 21, 2008
REVISED : NOVEMBER 1 7, 2008
BROOKS ENGINEERING ASSOCIATES P.A.
PROJECT NO:: 307BOB
17 Arlington Street
Asheville, NC 28801
828.232.4700
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TABLE OF CONTENTS
7.0 Figures
1. Site Location Map
2. Soil Series & Pit Location Map
8.0 Attachments
A. Saturated Hydraulic Conductivity Spreadsheets
A-1 Overall Ksat data
1
A-2 Most limiting horizon data
1.0
Introduction
A-4 Soil map unit / limiting horizon data
2.0
Soil Assessment.................................................................................................................
2
Nutrient Balance Spreadsheet
D.
2.1 Landscape......................................................2
.............................................................
E.
Soil Laboratory Test Results
F.
Official Soil Series Descriptions
2.2 Soil Series...............................................2
....................................................................
"!
2.3 Soils and Parent Material............................................................................................
4
2.4 Methods.................10
......................................................................................................
2.5 Soil Assessment..........................................................................................................10
2.6 In-situ Hydraulic Conductivity Evaluation.................................................................13
3.0
Water Balance.....................................................................................................16
3.1 Instantaneous Hydraulic Loading Rate.......................................................................16
160
3.2 Allowable Irrigation....................................................................................................17
f
4.0
Agronomy........................................................................................................................18
�.J
4.1 Fertility Analysis......................................................................................................
..18
4.2 Nutrient Loading Analysis......................................................................................:...20
23
11
5.0
Conclusions.......................................................................................................................
6.0
References.........................................................................................................................24
7.0 Figures
1. Site Location Map
2. Soil Series & Pit Location Map
8.0 Attachments
A. Saturated Hydraulic Conductivity Spreadsheets
A-1 Overall Ksat data
A-2 Most limiting horizon data
A-3 Surface horizon data
A-4 Soil map unit / limiting horizon data
B.
Saturated Hydraulic Conductivity Field Sheets
C.
Nutrient Balance Spreadsheet
D.
Water Balance Spreadsheet
E.
Soil Laboratory Test Results
F.
Official Soil Series Descriptions

91
9. Peaks - Peaks is classified Loamy - skeletal, mixed, active, mesic Typic Dystrudepts. The
L SHWT is greater than 6 feet from the surface. Weathered bedrock ranges 20 to 40 inches
deep.
;yam
I L4 10. Buladean - Buladean is classified Coarse -loamy, mixed, active, mesic Typic Dystrudepts.
The SHWT is greater than 6 feet from the surface. Weathered bedrock ranges 40 to 60
inches deep.
1 mesic Typic
11. Buladean Variant -Buladean Variant is classified Fine -loamy, mixed, active, yp�
Dystrudepts. The SHWT is greater than 6 feet from the surface. Weathered bedrock ranges
40 to 60 inches deep.
L
12. Cowee - Cowee is classified Fine -loamy, parasesquic, mesic Typic Hapludults. The SHWT
is greater than 6 feet from the surface. Weathered bedrock ranges 20 to 40 inches deep.
13. Cowee Variant — Cowee Variant is classified Fine -loamy, parasesquic, mesic Typic
Hapludults. The SHWT is greater than 6 feet from the surface. Weathered bedrock ranges
, LAY, 40 to 60 inches deep.
14. Tate — Tate is classified Fine -loamy, mixed, semiactive, mesic Typic Hapludults. The SHWT
and weathered bedrock are greater than 6 feet from the surface.
15. Tate Variant-- Tate Variant is classified Fine -loamy, mixed, semiactive, mesic Typic
d Hapludults. SHWT is greater than 6 feet from the surface. Weathered bedrock ranges 40 to
60 inches deep.
16. Saunook - Saunook is classified Fine -loamy, mixed, superactive, mesic Humic Hapludults.
The SHWT and weathered bedrock are greater than 6 feet from the surface.
17. Ashe - Ashe is classified Coarse -loamy, mixed, active, mesic Typic Dystrudepts. The
:ei SHWT is greater than 6 feet from the surface. Hard bedrock ranges 20 to 40 inches deep.
18. Ashe Variant - Ashe is classified Coarse -loamy, mixed, active, mesic Typic Dystrudepts.
The SHWT is greater than 6 feet from the surface. Hard bedrock ranges 40 to 60 inches
deep.
19. Edneyville - Edneyville is classified Coarse -loamy, mixed, active, mesic Typic Dystrudepts.
The SHWT and weathered bedrock are greater than 6 feet from the surface.
Wa' 20. Dillard - Dillard is classified Fine -loamy, mixed, simiactive, mesic Aquic Hapludults. . The
SHWT is 20 to 40 inches from the surface. Weathered bedrock is greater than 6 feet deep.
21. Brevard — Brevard is classified Fine -loamy, parasesquic, mesic Typic Hapludults. The
SHWT and weathered bedrock are greater than 6 feet from the surface.
22. Brevard Variant— Brevard Variant is classified Fine -loamy, parasesquic, mesic Typic
4. Hapludults. Weathered bedrock is greater than 6 feet from the surface. The SHWT is 40 to
60 inches from the surface.
Brooks Engineering, PA Surface Wastewater Irrigation System
e,., BEA Project #307808 3 The Cliffs at High Carolina

E
2.3 Soils and Parent Material
There are seven study areas being utilize in the final design. These areas have a total of 19
map units that contain 14 dominant soil types, and 8 minor soil inclusions. Sections: A, D, G, F,
L, M and N, are discussed below.
Study Area A
1. Pigeonroost - Buladean Variant complex. These soils formed in residual parent material
which has been affected by soil creep in the upper horizons. They are well drained.
These soil series are typically greater than 6 feet to a seasonal high water table (SHWT).
Pigeonroost is typically 20 to 40 inches deep to weathered bedrock; Buladean Variant is
40 to 60 inches deep to weathered bedrock. The average soil depth for this map unit is
29 inches. Weathered bedrock ranges from 18 to greater than 73 inches deep and
averages 42 inches. The average slope is 31 percent. Edneytown, Buladean,
Chestnut, and Saluda soils are included in this map unit. This map unit delineation
corresponds with Drip Zones 1, 2, and 3.
Study Area D
1. Pigeonroost sandy loam. This soil formed in residual parent material which has been
affected by soil creep in the upper horizons and is well drained. The Pigeonroost series
is typically greater than 6 feet to a SHWT and 20 to 40 inches deep to weathered
bedrock. The average soil depth for this map unit is 25 inches. Weathered bedrock
ranges from 16 to 37 inches deep and averages 27 inches. The average slope is 17
percent. Saluda soils are included in this map unit. This map unit delineation
corresponds with Drip Zones 17 and 18.
j1 2. Ednevtown - Saluda complex. These soils formed in residual parent material which has
� been affected by soil creep in the upper horizons. They are well drained. These soil
series are typically greater than 6 feet to a SHWT. Edneytown is typically greater than 60
inches deep to weathered bedrock; Saluda is 10 to 20 inches deep to weathered
bedrock. The average soil depth for this map unit is 29 inches. Weathered bedrock
ranges from 13 to 66 inches deep and averages 44 inches. The average slope is 26
percent. Buladean Variant is included in this map unit. This map unit delineation
corresponds with Drip Zone 19.
Brooks Engineering, PA Surface Wastewater Irrigation System
BEA Project #307808 4 The Cliffs at High Carolina
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d
0
Study Area F
1. Pigeonroost sandy loam. This soil formed in residual parent material which has been
affected by soil creep in the upper horizons and is well drained. The Pigeonroost series
is typically greater than 6 feet to a SHWT and 20 to 40 inches deep to weathered
bedrock. The average soil depth for this map unit is 28 inches. Weathered bedrock
ranges from 20 to 39 inches deep and averages 32 inches. The average slope is 14
percent. There are no inclusions in this map unit. This map unit delineation
corresponds with Drip Zone 11.
2. Brevard -Tate complex. These soils formed in colluvial and residual parent material.
They are well drained. These soil series are typically greater than 6 feet to a SHWT and
greater than 60 inches deep to weathered bedrock. The average soil depth for this map
unit is 53 inches. The average slope is 18 percent. Evard, Dillard, Buladean, Saunook,
Brevard Variant, and Buladean Variant soils are included in this map unit. Dillard soils
are moderately well drained and are 20 to 40 inches to a SHWT. This map unit
delineation corresponds with Drip Zones 13 and 15.
3. Evard - Cowee complex. These soils formed in residual parent material which has been
affected by soil creep in the upper horizons. They are well drained. These soil series
are typically greater than 6 feet to a SHWT. Evard is typically greater than 60 inches
deep to weathered bedrock. Cowee is 20 to 40 inches deep to weathered bedrock.
The average soil depth for this map unit is 42 inches. Weatherd bedrock ranges from 26
to 60 inches and averages 56 inches deep. The average slope is 19 percent.
Edneyville, Edneytown, Pigeonroost, Chestnut Taxadjunct, Brevard, and Cowee Variant
soils are included in this map unit. This map unit delineation corresponds with Drip
Zones 12, 14, 15, and 16.
4. Cowee Variant - Pigeonroost Variant complex. These soils formed in residual parent
material which has been affected by soil creep in the upper horizons. They are well
drained. These soil series are typically greater than 6 feet to a SHWT and are typically
40 to 60 inches deep to weathered bedrock. Cowee Variant soils are 40 to 60 inches
deep to weathered bedrock. Pigeonroost soils are 20 to 40 inches to weatherd bedrock.
Brooks Engineering, PA Surface Wastewater Irrigation System
BEA Project #307808 5 The Cliffs at High Carolina
6J

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4. Cowee Variant — Cowee complex. These soils formed in residual parent material which
has been affected by soil creep in the upper horizons. They are well drained. These soil
series are typically greater than 6 feet to a SHWT. Cowee Variant is 40 to 60 inches
deep to weathered bedrock. Cowee is 20 to 40 inches deep to weathered bedrock. The
average soil depth for this map unit is 41 inches. Weathered bedrock ranges from 36 to
50 inches deep and averages 46 inches deep. The average slope is 19 percent. There
are no inclusions in this map unit. This map unit delineation corresponds with drip zone
8.
5. Tate sandy loam. These soils formed in colluvial parent material. They are well drained.
These soil series are typically greater than 6 feet to a SHWT and greater than 60 inches
deep to weathered bedrock. The average soil depth for this map unit is 75 inches.
Weathered bedrock is greater than 74 inches and averages 75 inches deep. The
average slope is 15 percent. There are no inclusions in this map unit. This map unit
delineation corresponds with Drip Zone 8.
Study Area L
1. Saluda sandy loam. This soil formed in residual parent material and is well drained.
The Saluda series is typically greater than 6 feet to a SHWT and 10 to 20 inches deep to
weathered bedrock. The average soil depth for this map unit is 20 inches. Weathered
bedrock ranges from 10 to 78 inches deep and averages 25 inches. The average slope
is 27 percent. Evard and Cowee soils are included in this map unit. This map unit
delineation corresponds with Drip Zone 20 and 22.
2. Ednevtown - Pigeonroost Variant complex. These soils formed in residual parent
material which has been affected by soil creep in the upper horizons. They are well
drained. These soil series are typically greater than 6 feet to a SHWT. Edneytown is
typically greater than 60 inches deep to weathered bedrock; Pigeonroost Variant is 40 to
60 inches deep to weathered bedrock. The average soil depth for this map unit is 32
inches. Weathered bedrock ranges from 18 to greater than 74 inches deep and
averages 56 inches. The average slope is 24 percent. Pigeonroost, Cowee, Edneyville,
and Buladean are included in this map unit. This map unit delineation corresponds with
Drip Zones 20, 21, and 22.
Brooks Engineering, PA Surface Wastewater Irrigation System
BEA Project #307808 7 The Cliffs at High Carolina

j inches. Weathered bedrock ranges from 9 to 50 inches deep and averages 25 inches.
The average slope is 48 percent. Pigeonroost Variant, Saluda Variant, Chestnut,
Buladean and Cowee soils are included in this map unit. This map unit delineation
corresponds with Drip Zones 33 and 34.
2. Saluda - Ashe complex. These soils formed in residual parent material which has been
affected by soil creep in the upper horizons. Saluda is a well drained soil. Ashe is an
excessively drained soil. These soil series are typically greater than 6 feet to a SHWT.
Saluda is10 to 20 inches deep to weathered bedrock; Ashe is 20 to 40 inches deep to
weathered bedrock. The average soil depth for this map unit is 23 inches. Weathered
bedrock ranges from 4 to 55 inches and averages 24 inches. The average slope is 46
percent. Pigeonroost, Pigeonroost Variant, Ashe Variant, Saluda Variant, Cowee, and
Cowee Variant are included in this map unit. This map unit delineation corresponds with
Drip Zones 30 and 31.
3. Pigeonroost - Pigeonroost Variant complex. These soils formed in residual parent
material which has been affected by soil creep in the upper horizons. They are well
drained. These soil series are typically greater than 6 feet to a SHWT. Pigeonroost is
typically 20 to 40 inches deep to weathered bedrock; Pigeonroost Variant is 40 to 60
inches deep to weathered bedrock. The average soil depth for this map unit is 36
inches. Weathered bedrock ranges from 20 to greater than 80 inches deep and
averages 48 inches. The average slope is 45 percent. Chestnut, Edneytown,
Edneyville, Evard, and Buladean are included in this map unit. This map unit delineation
corresponds with Drip Zones 30 and 32.
4. Edneytown - Pigeonroost Variant complex. These soils formed in residual parent
material which has been affected by soil creep in the upper horizons. They are well
u
drained. These soil series are typically greater than 6 feet to a SHWT. Edneytown is
greater than 60 inches deep to weathered bedrock; Pigeonroost Variant is 40 to 60
r
inches deep to weathered bedrock. The average soil depth for this .map unit is 38 inches.
Weathered bedrock ranges from 14 to greater than 105 inches and averages 51 inches.
The average slope is 49 percent. Pigeonroost, Chestnut, Tate, Buladean, and Saluda
are included in this map unit. This map unit delineation corresponds with Drip Zone 33.
Brooks Engineering, PA Surface Wastewater Irrigation System
BEA Project #307808 9 The Cliffs at High Carolina

2.4 Methods
The investigation consisted of describing 538 pits. Of which, 419 are being used in the final
system design. 269 Saturated Soil Hydraulic Conductivity (Ksat) measurements were made at
83 sites across the investigated areas. Complete soil profile descriptions are enclosed for each
pit. The soil profile descriptions are provided in Volume 2 in Section 9.0. Ksat results are
provided in Attachment A-1. The Saturated Hydraulic Conductivity field sheets are provided in
Attachment B. A site map is also enclosed showing the soil map units, the location of the pits,
and Ksat sites below. The site map is provided as Figure 2 in Section 7.0.
Soil profile descriptions were conducted from trackhoe dug pits according to USDA-NRCS
standards. Slopes were measured with a Suunto clinometer. Soil oxidation state was
determined using a Munsell Soil Color Book, 1994 revised edition. Ksats were obtained using a
Compact Constant Head Soil Permeameter. Deep borings were advanced using a 3 -inch hand
auger with extensions.
Ksat measurements were taken in the A horizon below the drip tubing, and in the lower regions
of the soil column to determine the most hydraulically limiting soil horizon. The number and
location of K -sat measurements were determined after the pit work was completed and the soil
data analyzed.
In the final analysis the geometric mean of 10 percent of each Ksat value in the most limiting
soil horizon is used to recommend an application rate. The 10 percent value is being used due
to the consistency of texture and low clay content throughout each study area
2.5 Soil Assessment
Findings are based on, but not limited to, observations made and data collected on topography,
landscape position, parent material, underlying geology, and soil characteristics such as depth
to a SHWT, depth to a restrictive horizon, total soil depth, soil horizonation, soil structure, soil
color, clay mineralogy, soil density, consistence, plasticity, saturated soil hydraulic conductivity,
stone content, and percent sand, silt, clay, and mica. They follow the guidelines set forth in the
North Carolina Administrative Code -Waste Not Discharged to Surface Waters, Title 15A-DENR,
Subchapter 2T, Section .0100 through .0600, amended September 1, 2006,
Brooks Engineering, PA Surface Wastewater Irrigation System
BEA Project #307808 10 The Cliffs at High Carolina

I' The study area is divided into 34 Zones, each capable of supporting a surface drip irrigation
drainfield. Zones are discussed below by each study area.
Area A
Zones 1. 2 and 3: There are no soil limitations to the use of these zones for surface drip
irrigation of treated wastewater. They are in the Pigeonroost - Buladean Variant complex map
unit. Typically, the topsoil texture is sandy loam, but ranges to loam. Structure is moderate,
medium granular, and consistence is friable. The subsoil is typically sandy clay loam, but
ranges to sandy loam and loam. Structure is weak to moderate, medium subangular blocky,
and consistence is friable.
Area G
'i6_1 Zones 5 69 7. 8. 9. and 10: Pit C-3 in Zone 5 is the only pit with soil limitations unsuitable for
the use of a surface drip irrigation system in these zones. Zone 5 is located in the Chesnut -
Edneytown complex. The majority of Zones 6, 7, 8, and 10 are located in the Pigeonroost -
Edneytown complex map unit. Although, some drip lines do cross into the Saludan - Edneytown
complex, Tate, and Cowee Variant - Cowee complex map units. Zone 9 is located in the Saluda
- Edneytown complex map unit. Typically, the topsoil texture is sandy loam, but ranges to loam.
Structure is moderate, medium granular, and consistence is friable. The subsoil is typically
sandy clay loam, but ranges to sandy loam and loam. Structure is weak to moderate, medium
subangular blocky, and consistence is friable.
Area F
Zones 11 12, 13, 14, 15, and 16: There are no soil limitations to the use of these zones for
surface drip irrigation of treated wastewater. Zone 11 is located in the Pigeonroost - sandy loam
complex map unit. The majority of Zones 12 and 13 are in the Evard - Cowee complex and
Brevard -Tate complex map units respectively. The majority of Zones 14 and 16 are located in
the Cowee Variant —Pigeonroost-Variant complex, while zone 15 is located primarily in the
Evard - Cowee complex. Typically, the topsoil texture is sandy loam, but ranges to loam.
Structure is moderate, medium granular, and consistence is friable. The subsoil is typically
sandy clay loam, but ranges to sandy loam and loam. Structure is weak to moderate, medium
subangular blocky, and consistence is friable.
Brooks Engineering, PA Surface Wastewater Irrigation System
BEA Project #307808 11 The Cliffs at High Carolina

Area D
` Zones 17, 18, and 19: There are no soil limitations to the use of these zones for surface drip
irrigation of treated wastewater. Zones 17 and 18 are located in the Pigeonroost sandy loam
} map unit. Zone 19 is located in the Edneytown - Saluda complex. The topsoil texture is sandy
loam, but ranges to loam. Structure is moderate, medium granular, and consistence is friable.
The subsoil texture is sandy clay loam. Structure is weak to moderate, medium subangular
ao blocky, and consistence is friable.
Area L
Zone 20, 21, and 22: Pit A-1 in Zone 20 is the only pit with soil limitations unsuitable for the
use of a surface drip irrigation system in these zones. Zone 20 is split between the Saluda
sandy loam and the Edneytown - Pigeonroost Variant complex. Zone 21 is located in the
Edneytown - Pigeonroost Variant complex. Zone 22 is split between the Edneytown -
Pigeonroost Variant and the Saluda loam complexes. Typically, the topsoil texture is sandy
loam, but ranges to loam. Structure is strong, medium granular and consistence is friable. The
" subsoil is typically sandy clay loam, but ranges to loam and clay loam. Structure is weak to
moderate, medium subangular blocky, and consistence is friable.
Area M
Zone 23, 24 25 26, 27, 28, and 29: There are no soil limitations to the use of these zones for
surface drip irrigation of treated wastewater. Zone 23 is split between the Saunook loam and
Edneytown - Pigeonroost complex. Zones 24 through 29 are in the Edneytown - Pigeonroost
complex map unit. Typically, the topsoil texture is loam, but ranges to sandy loam. Structure is
strong, medium granular, and consistence is friable. The subsoil is sandy clay loam, but ranges
to loam. Structure is weak to moderate, medium subangular blocky, and consistence is friable.
Area N
Zone 30 31, 32, 33, and 34: Pits G-3, G-5, J-2, J-7, and K-9 are the only pits with soil
limitations unsuitable for the use of a surface drip irrigation system in these zones. Pit G-5 is
located in Zone 32, pits J-2 and G-3 are located in Zone 33, pits J-7 and K-9 are located in Zone
30. These pits are either shallow to weathered bedrock or are located in unsuitable landscapes.
Zone 30 is split between the Saluda -Aske complex and Pigeonroost - Pigeonroost Variant
complex. Zone 31 is located in the Saluda - Ashe complex. Zone 32 is located primarily in the
Pigeonroost Variant - Pigeonroost complex. Zone 33 is located primarily in the Edneytown -
Pigeonroost Variant complex. Zone 34 is located in the Pigeonroost - Saluda complex.
Brooks Engineering, PA Surface Wastewater Irrigation System
° ' BEA Project #307808 12 The Cliffs at High Carolina

Typically, the topsoil texture is sandy loam, but ranges to loam. Structure is strong, medium
granular, and consistence is friable. The subsoil is typically sandy clay loam, but ranges to loam
and clay loam. Structure is weak to moderate, medium subangular blocky, and consistence is
friable.
2.6 In-situ Hydraulic Conductivity Evaluation
Saturated hydraulic conductivity (Ksat) tests were conducted as follows. A total of 83 sites
across the study area were selected. Multiple horizons in the soil profile were tested to obtain a
representative value for the saturated hydraulic conductivity of the various soil horizons. In
some cases Ksats were performed in the Cr horizon. The Cr horizon k -sat data is provided to
show the weathered bedrock is permeable. Ksat data for each site is provided as Attachment A
in Section 8.0.
The Ksats were measured by boring a 5 -cm hole into the horizon being tested, inserting the
emitter from the compact constant head soil permeameter and saturating the soil around the
bore hole. After saturating the soil, a 6 inch head of water was established. The permeameter
maintains a constant head within the bore hole as water seeps into the surrounding soil. The
rate at which the water seeps into the surrounding soil is monitored until a steady state water
flow is achieved.
Ksat sites were determined prior to final drip zone design. Some of the pits used for Ksat
measurements are not located within a drip zone. Each Ksat site on the map is relevant with
respect to the systems final design and is used in calculations to obtain the geometric mean in
the zones listed below. BEA has utilized spreadsheets for determining the geometric mean of
the most limiting horizon for each area, which is provided as Attachment A-2 in Section 8.0.
Zones 1. 2, and 3: These zones are located in Study Area A. Ksats were measured at Pits C2,
D1, E3, E4, E5 F6, G2, J1, and K1. Ksat measurements were taken in the A, Bt, BC, C, and Cr
horizons. The geometric mean of the 10 percent value of Ksat measurements in the most
limiting soil horizons is 21.06 inches per week. This result supports the recommended
application rate of 2.0 inches per week and up to 4.0 inches per week when stored wastewater
is irrigated along with the current week's wastewater.
Brooks Engineering, PA Surface Wastewater Irrigation System
BEA Project #307808 13 The Cliffs at High Carolina

Ai
Zones 5, 6, 7, 8. 9, and 10: These zones are located in Study Area G. Ksats were measured
at Pits D2, F1, 13, K4, M2, P1, Q4, and R1. Ksat measurements were taken in the A, Bt, BC, C,
and Cr horizons. The geometric mean of the 10 percent value of Ksat measurements in the
most limiting soil horizons is 24.50 inches per week. This result supports the recommended
application rate of 2.0 inches per week and up to 4.0 inches per week when stored wastewater
is irrigated along with the current week's wastewater.
Zones 11, 12, 13, 14, 15, and 16: These zones are located in Study Area F. Ksats were
measured at Pits E1, E2, E5, E7, F1, G7, G9, G10, H2, H3, H6,12, 111, J10, K2, and L3. Ksat
measurements were taken in the A, Bt, BC, C, and Cr horizons. The geometric mean of the 10
percent value of Ksat measurements in the most limiting soil horizons is 15.97 inches per week.
This result supports the recommended application rate of 2.0 inches per week and up to 4.0
inches per week when stored wastewater is irrigated along with the current week's wastewater.
Zone 17, 18, and 19: These zones are located in Study Area D. Ksats were measured at Pits
Al, C2, E2, H2, J1, M1, and M2. Ksat measurements were taken in the A, Bt, BC, C, and Cr
horizons. The geometric mean of the 10 percent value of Ksat measurements in the most
limiting soil horizons is 21.35 inches per week. This result supports the recommended
application rate of 2.0 inches per week and up to 4.0 inches per week when stored wastewater
is irrigated along with the current week's wastewater.
Zone 20, 21, and 22: These zones are located in Study Area L. Ksats were measured at Pits
131, B2, E1, F3, and 11. Ksat measurements were taken in the A, Bt, BC, C, and Cr horizons.
The geometric mean of the 10 percent value of Ksat measurements in the most limiting soil
j horizons is 19.13 inches per week. This result supports the recommended application rate of
2.0 inches per week and up to 4.0 inches per week when stored wastewater is irrigated along
r with the current week's wastewater.
n
Zone 23, 24, 25, 26, 27, 28, and 29: These zones are located in Study Area M. Ksats were
measured at Pits J4, 02, P3, R6, R10, S3, S7, T8, and U2. Ksat measurements were taken in
the A, Bt, BC, C, and Cr horizons. The geometric mean of the 10 percent value of Ksat
measurements in the most limiting soil horizons is 12.46 inches per week. This result supports
the recommended application rate of 2.0 inches per week and up to 4.0 inches per week when
stored wastewater is irrigated along with the current week's wastewater.
Brooks Engineering, PA Surface Wastewater Irrigation System
BEA Project #307808 14 The Cliffs at High Carolina

0
0
Data use subject to license. �■�� �
© 2004 DeLorme. Topo USAN 5.0. 0 600 1600 2400 3200 4000
vuww.delorme.com MN {6.2° V) Data Zoom 13-0

7.0 Figure 2
Soil Series and Pit Location Map

8.0 AttachmentA
Saturated Hydraulic Conductivity Spreadsheets

8.0 AttachmentA-1
Overall Ksat Data

307808_High Carolina, LSWS_Buncombe County, NC
t r
I:
a�.exr
Field
Section
Pit-Ksat #
Horizon
Depth
Texture
Ksat
Ksat
Ksat
10% Ksat
(inches)
(cm/hour)
(in/day)
(in/wk)
(in/week)
A
A/C2-1
A/Bt
0 to 6
SL/SCL
7.63
72.09
504.66
50.47
A
A/C2-2
Bt
6 to 12
SCL
11.86
112.06
784.44
78.44
A
A/C2-3
2C1
24-30
SL
0.22
2.08
14.55
1.46
A
A/C2-4
2C1
32-38
SL
2.29
21.64
151.46
15.15
A
A/D1-1
2C/2Cr
32-38
50%RF/WB
15.81
149.39
1045.70
104.57
A
A/D1-2
2Cr
43-49
WB
3.88
36.66
256.63
25.66
A
A/E3-1
Bt/2BC
25-31
SCL/SL
7.32
69.17
484.16
48.42
A
A/E3-2
2Cr
44-50
WB
1.23
11.62
81.35
8.14
A
A/E3-3
2Cr
57-63
WB
2.95
27.87
195.12
19.51
A
A/E4-1
Bt
6 to 12
SCL
11.99
113.29
793.04
79.30
A
A/E4-2
Cr
32-38
WB
4.07
38.46
269.20
26.92
A
A/E5-1
A/Bt
0 to 6
SUL
15.38
145.32
1017.26
101.73
A
A/F6-1
A/Bt
0 to 6
SL/SCL
9.43
89.10
623.72
62.37
A
A/F6-2
Bt
6 to 12
SCL
6.07
57.35
401.48
40.15
A
A/F6-3
2C
24-30
SL
12.98
122.65
858.52
85.85
A
A/G2-1
A/Bw
0 to 6
L/SCL
13.79
130.30
912.09
91.21
A
A/G2-2
Bw
10 to 16
SCL
3.12
29.48
206.36
20.64
A
A/G2-3
C
30-36
LS
5.17
48.85
341.95
34.20
A
A/G2-4
C
39
LS
3.00
28.35
198.42
19.84
A
A/G2-5
Cr
69-75
WB
4.14
39.12
273.83
27.38
A
A/J1-1
A/Bt
0 to 6
SL/SCL
2.40
22.68
158.74
15.87
A
A/J 1-2
Bt
6 to 12
SCL
0.54
5.10
35.72
3.57
A
AM 1-3
BC
15-21
SL
4.00
37.80
264.57
26.46
A
A/J 1-4
Cr
29-35
WB
6.22
58.77
411.40
41.14
A
A/J 1-5
Cr
37-43
WB
2.66
25.13
175.94
17.59
A
AJ 1-6
Cr
81-87
WB
3.37
31.84
222.90
22.29
A
A/K1-1
A/Bw
0 to 6
L/SL
17.81
168.28
1177.98
117.80
A
A/K1-2
Bw
10 to 16
SL
3.62
34.20
239.43
23.94
A
A/K1-3
C
24-30
LS
10.06
95.05
665.38
66.54
Section A Overall Geometric Mean
30.70
C
C/A1-1
Bt
10 to 16
SL
16.22
153.26
1072.82
107.28

C
C/A1-2
BC
24-30
SL
15.57
147.12
1029.82
102.98
C
C/A1-3
2C
40-46
SL
81.11
766.39
5364.75
536.47
C
C/A1-4
Cr
83-89
WB
22.71
214.58
1502.08
150.21
C
C/E1-1
Bw
12 to 18
SL
5.13
48.47
339.31
33.93
C
C/E1-2
BW
30-36
SL
9.49
89.67
627.68
62.77
C
C/E1-3
BC
50-56
SL
9.52
89.95
629.67
62.97
C
C/E1-4
C
66-72
SL
32.45
306.61
2146.29
214.63
C
C/E1-5
Cr
87-93
WB
38.93
367.84
2574.89
257.49
C
C/14-1
Bt
14-20
SCL
4.40
41.57
291.02
29.10
C
C/14-2
BC
30-36
SL
9.52
89.95
629.67
62.97
C
C/14-3
Cr
71-77
WB
4.10
38.74
271.18
27.12
C
C/M1-1
Bt
12 to 18
SCL
3.66
34.58
242.08
24.21
C
C/M1-2
213C
26-32
SCL
2.93
27.68
193.79
19.38
C
C/M1-3
2C
36-42
SL
4.40
41.57
291.02
29.10
C
C/M1-4
2Cr
49-55
WB
0.59
5.57
39.02
3.90
Section C Overall Geometric Mean
58.23
v
D
D/A1-1
A/Bt
0 to 6
SUSCL
15.76
148.91
1042.39
104.24
D
D/A1-2
2Cr
52-58
WB
1.80
17.01
119.05
11.91
D
D/C2-1
Bt
6 to 12
SCL
20.62
194.83
1363.84
136.38
D
D/C2-2
C
24-30
SL
2.93
27.68
193.79
19.38
D
D/C2-3
Cr
50-56
WB
5.86
55.37
387.59
38.76
D
D/E2-1
A/Bt
0 to 6
SUSCL
10.86
102.61
718.30
71.83
D
D/E2-2
Bt
6 to 12
SCL
2.20
20.79
145.51
14.55
D
D/E2-3
213C
17-23
SCL
6.11
57.73
404.13
40.41
D
D/E2-4
2Cr
25-31
WB
7.33
69.26
484.82
48.48
D
D/H2-1
A/Bt
0 to 6
SUSCL
17.81
168.28
1177.98
117.80
D
D/H2-2
Bt2
24-30
SCL
2.20
20.79
145.51
14.55
D
D/H2-3
Bt3
40-46
SCL
1.47
13.89
97.23
9.72
D
D/H2-4
213C
56-62
SCL
0.88
8.31
58.20
5.82
D
D/J 1-1
Bt
12 to 18
SCL
9.89
93.45
654.14
65.41
D
D/J 1-2
Bt/BC
30-36
SCL
1.16
10.96
76.72
7.67
D
D/J1-3
2C
40-46
SL
20.11
190.02
1330.11
133.01
D
D/J1-4
Cr
64-70
WB
14.65
138.42
968.97
96.90
D
D/M1-1
Bt2
18-24
SCL
1.71
16.16
113.10
11.31
D
D/M1-2
213C
42-48
SCL
4.40
41.57
291.02
29.10
D
D/M1-3
2C
58-64
SL
6.59
62.27
435.87
43.59
D
D/M1-4
2C/2Cr
65-71
SL/WB
8.79
83.05
581.38
58.14
D
D/M2-1
A/Bt
0 to 6
SUSCL
20.62
194.83
1363.84
136.38

Section D Overall Geometric Mean
36.11
A
E
E/132-1
Btl
18 to 24
SCL
2.93
27.68
193.79
19.38
E
E/62-2
Bt2
44-50
SCL
0.95
8.98
62.83
6.28
E
E/B2-3
2Bt3
60-66
CL
1.83
17.29
121.04
12.10
E
E/135-1
A/Btl
6 to 12
L/CL
2.39
22.58
158.08
15.81
E
E/135-2
2Bt2
24-30
SCL
7.33
69.26
484.82
48.48
E
E/C3-1
Btl
6 to 12
L
14.65
138.42
968.97
96.90
E
E/C3-2
Bt2
30-36
SCL
4.40
41.57
291.02
29.10
E
E/C3-3
2C
79-84
LS
4.96
46.87
328.06
32.81
E
E/C5-1
BC/C
24-30
SL
8.34
78.80
551.62
55.16
E
E/D1-1
2Cr
43-49
WB
1.65
15.59
109.13
10.91
E
E/D2-1
A/Bt
0 to 6
L/SCL
22.50
212.60
1488.19
148.82
E
E/D2-2
BC
27-33
SL
4.09
38.65
270.52
27.05
E
E/D2-3
2Cr
67-73
WB
14.18
133.98
937.89
93.79
E
E/D5-1
A/Bt
0 to 6
L
15.01
141.83
992.79
99.28
E
E/E1-1
A
0 to 6
L
9.95
94.02
658.11
65.81
E
E/E1-2
A/Btl
6 to 12
L/CL
1.47
13.89
97.23
9.72
E
E/E1-3
Bt2
36-42
CL
2.05
19.37
135.59
13.56
E
E/E1-4
Cr
69-75
WB
0.66
6.24
43.65
4.37
E
E/E1-5
Cr
114-120
WB
2.45
23.15
162.05
16.20
E
E/E5-1
213C
10 to 16
SCL
32.22
304.44
2131.08
213.11
E
E/E5-2
2C
30-36
SL
14.36
135.68
949.79
94.98
E
E/E5-3
2Cr
42-48
WB
12.89
121.80
852.57
85.26
E
E/E5-4
2Cr
108-114
WB
6.99
66.05
462.33
46.23
E
E/F5-1
Bt
2 to 8
SCL
43.09
407.15
2850.04
285.00
E
E/H2-1
Bt
11 to 17
SCL
8.06
76.16
533.10
53.31
E
E/H2-2
26C
24-30
SCL
1.86
17.57
123.02
12.30
E
E/H2-3
2C1
40-46
SL
2.37
22.39
156.76
15.68
E
E/H2-4
2C2
60-66
SL
12.46
117.73
824.12
82.41
E
E/11-1
A/Btl
0 to 6
SL/SCL
36.92
348.85
2441.95
244.19
E
E/11-2
Bt2
19-25
SCL
15.81
149.39
1045.70
104.57
E
E/11-3
2Cr
60-66
WB
5.39
50.93
356.50
35.65
E
E/11-4
2Cr
115-122
WB
7.91
74.74
523.18
52.32
Section E Overall Geometric
Mean
39.59
5
E ,F" ,tee 1, F. iJ`t . r✓ F I °[d
?` �' � ".'. ✓. rl .,is..r: ,.. r...r
"
S '"
.i
ai..�+, e.<-, ,...,"
.4. ,,, ww... ...n �,
.. .. x., 1-f
>,.. ,.,� ....nu.i�'...., a bu
.... .

F
F/E1-1
2BC
45-51
SCL
17.78
168.00
1176.00
117.60
11-11
F
F/E2-1
A/AB/Bt1
4to10
SUSCL
10.31
97.42
681.92
68.19
1
F
F/E5-1
A/Bt
0 to 6
SUSCL
4.68
44.22
309.54
30.95
F
F/E5-2
Bt
12 to 18
SCL
5.86
55.37
387.59
38.76
F
F/E5-3
2BC1
30-36
SCL
1.60
15.12
105.83
10.58
F
F/E5-4
2C
60-66
SL
4.54
42.90
300.28
30.03
F
F/E7-1
Cr
70-76
WB
6.47
61.13
427.94
42.79
F
F/E7-2
Cr
88-94
WB
1.75
16.54
115.75
11.57
F
F/F1-1
A/Bt
0 to 6
SUSCL
43.96
415.37
2907.58
290.76
F
F/F1-2
Bt
6 to 12
SCL
42.34
400.06
2800.44
280.04
F
F/F1-3
2BC
32-38
SL
0.31
2.93
20.50
2.05
F
F/F1-4
2C
72-80
LS
5.07
47.91
335.34
33.53
F
F/G7-1
A/Bt1
0 to 6
SUSCL
43.96
415.37
2907.58
290.76
F
F/G7-2
Bt1
12 to 18
SCL
12.45
117.64
823.46
82.35
F
F/G7-3
2Bt2
30-36
L
1.75
16.54
115.75
11.57
F
F/G7-4
2C
60-66
SL
1.02
9.64
67.46
6.75
F
F/G9-1
A/Bt1
0 to 6
SUSCL
9.52
89.95
629.67
62.97
F
F/G9-2
Bt1
10 to 16
SCL
2.40
22.68
158.74
15.87
F
F/G9-3
Bt2
30-36
SCL
11.72
110.74
775.18
77.52
Lm
F
F/G9-4
BC1
47-53
SCL
4.09
38.65
270.52
27.05
F
F/G10-1
Bt
14 to 20
SCL
5.09
48.09
336.66
33.67
601
F
F/G10-2
Bt/2Cr
23-28
SCLMB
5.09
48.09
336.66
33.67
F
F/G10-3
2Cr
59-65
WB
1.76
16.63
116.41
11.64
F
F/G10-4
2Cr
94-100
WB
2.59
24.47
171.31
17.13
F
F/H2-1
Bt2
12 to 18
SCL
4.62
43.65
305.57
30.56
F
F/H2-2
2C
30-36
SL
0.44
4.16
29.10
2.91
F
F/H2-3
2Cr
75-81
WB
3.90
36.85
257.95
25.80
F
F/H3-1
A/Bt1
0 to 6
SUSCL
10.99
103.84
726.90
72.69
F
F/H6-1
BC/Cr
23-29
SCLNVB
3.81
36.00
252.00
25.20
F
F/H6-2
Cr
48-54
WB
3.15
29.76
208.35
20.83
F
F/H6-3
Cr
89-95
WB
3.66
34.58
242.08
24.21
F
F/12-1
2Cr
68-74
WB
9.88
93.35
653.48
65.35
F
F/12-2
2Cr
79-85
WB
2.20
20.79
145.51
14.55
F
F/111-1
Cr
88
WB
6.25
59.06
413.39
41.34
LA I
F
F/J10-1
A/Bt
0 to 6
SUSCL
11.14
105.26
736.82
73.68
F
F/J10-2
2BC
30-36
SCL
1.40
13.23
92.60
9.26

j
F
F/J10-3
2C
40-46
SL
3.97
37.51
262.58
26.26
F
F/J10-4
2C
42-48
SUSCL
5.21
49.23
344.60
34.46
F
F/J10-5
2Cr
71-77
WB
6.40
60.47
423.31
42.33
a
F
F/K2-1
A/Bt
0 to 6
L
37.38
353.20
2472.37
247.24
1
F
F/K2-2
Bt
2 to 8
L
4.23
39.97
279.78
27.98
F
F/K2-3
BC
14-20
L
2.05
19.37
135.59
13.56
F
F/K2-4
Cr
23-29
WB
7.32
69.17
484.16
48.42
F
F/K2-5
Cr
31-37
WB
2.93
27.68
193.79
19.38
d
F
F/1-3-1
A/Bt
0 to 6
SUCL
64.69
611.24
4278.70
427.87
F
F/L3-2
Bt
10 to 16
CL
9.52
89.95
629.67
62.97
F
F/L3-3
BC
28-34
SL
2.49
23.53
164.69
16.47
F
F/L3-4
BC
32-38
SL
16.11
152.22
1065.54
106.55
F
F/L3-5
Cr
66-72
WB
0.65
6.14
42.99
4.30
41
Section F Overall Geometric Mean
33.09
r;'i..
��r"
§efl
�
G
G/B2-1
Bw/Cr
21-27
SL/WB
3.85
36.38
254.65
25.46
G
G/B2-2
Cr
36-42
WB
6.07
57.35
401.48
40.15
G
G/D2-1
A/Bw
0 to 6
SL
2.43
22.96
160.72
16.07
G
G/D2-2
Bw
6 to 12
SL
2.90
27.40
191.81
19.18
G
G/D2-3
CB
18-24
SL
5.64
53.29
373.04
37.30
r
G
G/D2-4
C
40-46
SL
3.89
36.76
257.29
25.73
G
G/F1-1
A/Bw
0 to 6
SL
6.13
57.92
405.45
40.54
G
G/F1-2
Bw
6 to 12
SL
17.30
163.46
1144.25
114.42
G
G/F1-3
Bw
18-24
SL
8.26
78.05
546.33
54.63
G
G/F1-4
Cr
32-38
WB
18.22
172.16
1205.10
120.51
G
G/F1-5
Cr
60-66
WB
1.54
14.55
101.86
10.19
G
G/F1-6
Cr
62-68
WB
1.41
13.32
93.26
9.33
G
G/13-1
Bt
28-34
L
8.26
78.05
546.33
54.63
G
G/13-2
Cr
60-66
WB
4.66
44.03
308.22
30.82
G
G/13-3
Cr
84-90
WB
6.97
65.86
461.01
46.10
G
G/K4-1
A
0 to 6
SL
14.38
135.87
951.12
95.11
!�,
G
G/K4-2
Btl
8 to 14
L
2.92
27.59
193.13
19.31
ry
G
G/K4-3
Bt2
30-36
CL
SL
23.00
18.31
217.32
173.01
1521.26
1211.05
152.13
121.11
G
G/K4-4
2BC
48-54
G
G/K4-5
2C
70-76
SL
4.20
39.68
277.79
27.78
G
G/M2-1
A/Bt
0 to 6
SUSCL
5.61
53.01
371.05
37.11
G
G/M2-2
Bt
18-24
SCL
5.97
56.41
394.87
39.49
G
G/M2-3
BC/Cr
29-35
SCLANB
20.85
197.01
1379.05
137.91
G
G/M2-4
Cr
32-38
WB
4.29
40.54
283.75
28.37
G
G/M2-5
Cr
64-70
WB
2.28
21.54
150.80
15.08
G
G/M2-6
Cr
92-98
WB
13.66
129.07
903.49
90.35

G
G/P1-1
A/Bt
0 to 6
L
33.07
312.47 2187.30
218.73
G
G/P1-2
Bt
12 to 18
L
7.94
75.02
525.16
52.52
G
G/P1-3
BC
32-38
SL
3.52
33.26
232.82
23.28
G
G/P1-4
Cr
62-68
WB
5.31
50.17
351.21
35.12
G
G/P1-5
Cr
94-100
WB
9.05
85.51
598.58
59.86
G
G/Q4-1
Bt
9 to 15
SCL
0.48
4.54
31.75
3.17
G
G/Q4-2
BC
34-40
SCL
3.79
35.81
250.68
25.07
G
G/Q4-3
C
60-66
SL
1.95
18.43
128.98
12.90
G
G/R1-1
A/Bt
0 to 6
SUSCL
10.42
98.46
689.20
68.92
G
G/R1-2
Cr
29-35
WB
2.75
25.98
181.89
18.19
G
G/R1-3
Cr
39-45
WB
2.71
25.61
179.24
17.92
G
G/R1-4
Cr
66-72
WB
1.49
14.08
98.55
9.86
Section G Overall Geometric Mean
35.28
°'� �J rys �„ 4. � u,f
�.rv� .,_,��.x
v ..� '.Fs�5=, u.
$ .2F�4?'i ;i d'L 5 .,a
.;:: Yt; a't'„ ::.s.,.. m�v✓
r.., .i..v.ah✓. wX> ,,..2.,.;:'S..
.�-. f`,.,'M'.'�U x,.,
,.xNr`.,
r ...�-}'S,"s'.:?�'
L
L/131-1
A/Bt
0 to 6
SUSCL
21.56
203.72
1426.01
142.60
L
L/131-2
Bt
6 to 12
SCL
3.49
32.98
230.83
23.08
L
L/131-3
2C
26-32
SL
3.78
35.72
250.02
25.00
L
L/131-4
2Cr
>36
WB
5.23
49.42
345.92
34.59
L
UB2-1
Cr
>19
WB
3.17
29.95
209.67
20.97
L
L/E1-1
Cr
54-60
WB
10.47
98.93
692.50
69.25
L
L/F3-1
A
0 to 6
L
10.78
101.86
713.01
71.30
L
L/F3-2
Bt
6 to 12
SCL
1.06
10.02
70.11
7.01
L
L/F3-3
C
30-36
LS
8.50
80.31
562.20
56.22
L
L/F3-4
Cr
66-73
WB
8.50
80.31
562.20
56.22
L
L/11-1
A/Bt1
0 to 6
L
12.22
115.46
808.25
80.83
L
UI1-2
Bt1
6 to 12
L
7.42
70.11
490.77
49.08
L
LA 1-3
Bt2
20-26
CL
6.54
61.80
432.57
43.26
L
LA 1-4
Bt2
20-26
CL
7.19
67.94
475.56
47.56
L
LA1-5
2Cr
109-115
WB
2.49
23.53
164.69
16.47
Section L Overall Geometric Mean
36.01
�.� .� � 2i �, J� G' � � �'# � t 4.ir Y. �t ` d�C � ` ���Y't � .� . m:,r.. .>� t ur,t.ryP�n, <` -Y.{ , , 'i` �3' � k 7E .. ; �.(k•4j�. ,4;
M
M/J4-1
A/Bt
0 to 6
SUL
3.50
33.07
231.50
23.15
M
M/J4-2
Bt
6 to 12
L
2.90
27.40
191.81
19.18
M
M/J4-3
2C
36-42
GR-SCL
1.68
15.87
111.12
11.11
M
M/02-1
A/Bt
0 to 6
SUSCL
8.32
78.61
550.30
55.03
M
M/02-2
Bt
6 to 12
SCL
0.41
3.87
27.12
2.71
M
M/02-3
BC
24-30
>50%RF
1.75
16.54
115.75
11.57
M
M/02-4
Cr
97-103
WB
0.76
7.18
50.27
5.03

M
M/P3-1
A/Btl
0 to 6
L/CL
5.27
49.80
348.57
34.86
M
M/P3-2
Btl
12 to 18
CL
1.4
13.23
92.60
9.26
M
M/P3-3
2Bt3
64-70
SCL
3.5
33.07
231.50
23.15
M
M/R6-1
A
0 to 6
SL
9.34
88.25
617.76
61.78
M
M/R6-2
A/Btl
6 to 12
SUSCL
5.5
51.97
363.78
36.38
M
M/R6-3
2BC/2Cr
40-46
SCL/WB
0.66
6.24
43.65
4.37
M
M/R6-4
2Cr
81-87
WB
0.73
6.90
48.28
4.83
M
M/R10-1
A
0 to 6
SL
4.67
44.13
308.88
30.89
M
M/R10-2
A/Btl
6 to 12
SUSCL
50.31
475.37
3327.58
332.76
M
M/R10-3
Bt2
24-30
SCL
76.75
725.20
5076.37
507.64
M
M/R10-4
2R
64-70
HB
10.79
101.95
713.67
71.37
M
M/S3-1
A/Bt
0 to 6
L
10.78
101.86
713.01
71.30
M
M/S3-2
Bt
6 to 12
L
4.55
42.99
300.94
30.09
M
M/S3-3
2Cr
32-38
WB
6.35
60.00
420.00
42.00
M
M/S3-4
2Cr
52-58
WB
3.16
29.86
209.01
20.90
M
M/S7-1
A/Btl
0 to 6
L
14.38
135.87
951.12
95.11
M
M/S7-2
Btl
6 to 12
L
5.86
55.37
387.59
38.76
M
M/S7-3
2Bt2
30-36
CL
0.64
6.05
42.33
4.23
M
M/S7-4
2Bt2/SBRF
48-54
CL
2.91
27.50
192.47
19.25
M
M/T8-1
A
0 to 6
SL
4.31
40.72
285.07
28.51
M
M/T8-2
Bt
12 to 18
CL
1.9
17.95
125.67
12.57
M
M/T8-3
2CB
70-76
SL
3.66
34.58
242.08
24.21
M
M/U2-1
A/Bt
0 to 6
SUSCL
3.59
33.92
237.45
23.74
M
M/U2-2
Bt
6 to 12
SCL
3.81
36.00
252.00
25.20
M
M/U2-3
BC
29-35
SCL
2.18
20.60
144.19
14.42
M
M/U2-4
2Cr
42-48
WB
20.34
192.19
1345.32
134.53
M
M/U2-5
2Cr
98-104
WB
1.65
15.59
109.13
10.91
Section M
Overall Geometric Mean
25.08
.:ra, r
�`� 'a'rr as 5 a y,
[��7 C ?�-' 7 '"," V,
% 'i �,C yy
� t.Ri..J;�...
}F
s
� ...v ,'
N
N/E3-1
A/Btl
0 to 6
SUSCL
9.74
92.03
644.22
64.42
N
N/G1-1
A/Bt
0 to 6
SUSCL
40.31
380.88
2666.17
266.62
N
N/G1-2
Bt
12 to 18
SCL
1.27
12.00
84.00
8.40
N
N/19-1
A/Bt
0 to 6
SUSCL
34.02
321.45
2250.14
225.01
N
N/19-2
Bt
7 to 13
SCL
42.19
398.64
2790.51
279.05
N
N/19-3
Bt/BC/Cr
17-23
SCL/WB
26.23
247.84
1734.89
173.49
N
N/19-4
Cr
26-32
WB
11.09
104.79
733.51
73.35
N
N/J6-1
A/Bt
2 to 8
USCL
3.59
33.92
237.45
23.74
N
N/J6-2
Btl
12 to 18
SCL
1.94
18.33
128.31
12.83

N
N/J6-3
26t2
38-44
N
N/J6-4
2BC/2C
53-59
N
N/J6-5
2Cr
66-72
N
N/K3-1
A/Bt1
0 to 6
N
N/K3-2
Bt2
30-36
N
N/1-5-1
A/Bt1
0 to 6
N
N/L5-2
2Bt2
24-30
N
N/N 11-1
A/Bt
0 to 6
N
N/N11-2
Bt
12 to 18
N
N/N 11-3
BC
30-36
N
N/N 11-4
BC
34-40
N
N/O7-1
A/Bt
0 to 6
N
N/O7-2
Bt
18-24
N
N/O9-1
A/Bw
0 to 6
N
N/O9-2
Bw
8 to 14
N
N/O9-3
2BC
22-28
N
N/O9-4
2C
32-38
N
N/O9-5
2C
58-64
N
N/O9-6
2Cr
72-78
N
N/O9-7
2Cr
88-94
N
N/P1-1
A/Bt1
0 to 6
N
N/P1-2
Bt2
18-24
N
N/P4-1
A/Bt
0 to 6
N
N/P4-2
Bt
18-24
N
N/P4-3
BC
30-36
SCL
0.97
9.17
64.16
6.42
SL
2.01
18.99
132.94
13.29
WB
1.53
14.46
101.20
10.12
SUSCL
11.76
111.12
777.83
77.78
SCL
5.39
50.93
356.50
35.65
SUSCL
41.25
389.76
2728.34
272.83
SCL
2.02
19.09
133.61
13.36
SUSCL
43.02
406.49
2845.41
284.54
SCL
6.58
62.17
435.21
43.52
SL
9.27
87.59
613.13
61.31
SL
7.79
73.61
515.24
51.52
USCL
12.17
114.99
804.94
80.49
SCL
12.97
122.55
857.86
85.79
USL
7.24
68.41
478.87
47.89
SL
9.34
88.25
617.76
61.78
SL
21.91
207.02
1449.16
144.92
LS
25.78
243.59
1705.13
170.51
LS
10.17
96.09
672.66
67.27
WB
6.80
64.25
449.76
44.98
WB
11.89
112.35
786.42
78.64
SUSCL
19.76
186.71
1306.96
130.70
SCL
3.59
33.92
237.45
23.74
SUSCL
10.39
98.17
687.21
68.72
SCL
6.02
56.88
398.17
39.82
SL
2.29
21.64
151.46
15.15
Section N Overall Geometric
Mean
55.70

8.0 AttachmentA-2.
Most Limiting Horizon Data

307808_High Carolina, LSWS_Buncombe County, NC
(slowest Ksat/pit excluding bedrock)
j 9 7 �' t�X�cN �l ''"� .'p �� W � ��� � Fy � � V-rs=�t`-� +��;-:� •. � , J � ' � J s, � ��
Section Pit-Ksat # Horizon Depth
(inches)
Field
Texture Ksat Ksat
(cm/hour) (in/day)
Ksat 10% Ksat
(in/wk) (in/week)
A
A/C2-3
2C1
24-30
SL
0.22
2.08
14.55
1.46
A
A/E3-1
Bt/213C
25-31
SCL/SL
7.32
69.17
484.16
48.42
A
A/E4-1
Bt
6 to 12
SCL
11.99
113.29
793.04
79.30
A
A/E5-1
A/Bt
0 to 6
SUL
15.38
145.32
1017.26
101.73
A
A/F6-2
Bt
6 to 12
SCL
6.07
57.35
401.48
40.15
A
A/G2-4
C
39
LS
3.00
28.35
198.42
19.84
A
A/J1-2
Bt
6 to 12
SCL
0.54
5.10
35.72
3.57
A
A/K1-2
Bw
10 to 16
SL
3.62
34.20
239.43
23.94
Section A
Geometric Mean
21.06
apt�t�ir'f. sry
".
��. 1
mnr?„' G'iia:
„ a< ?„eux•.ar,h`
.Y,.xv,,..ut
-,h .. 5
ra,R
,,,Jt
C
C/A1-2
BC
24-30
SL
15.57
147.12
1029.82
102.98
C
C/E1-1
Bw
12 to 18
SL
5.13
48.47
339.31
33.93
C
C/14--1
Bt
14-20
SCL
4.40
41.57
291.02
29.10
C
C/M1-2
26C
26-32
SCL
2.93
27.68
193.79
19.38
Section C Geometric Mean
37.47
i✓, �,u,t:..
�� �
.:..., ;� . ti#' .a��. l ..Ji .r�
e`t Y�sc.
`M°'I,w,... 1„
D
D/A1-1
A/Bt
0 to 6
SL/SCL
15.76
148.91
1042.39
104.24
D
D/C2-2
C
24-30
SL
2.93
27.68
193.79
19.38
D
D/E2-2
Bt
6 to 12
SCL
2.20
20.79
145.51
14.55
D
D/H2-4
26C
56-62
SCL
0.88
8.31
58.20
5.82
D
D/J 1-2
Bt/BC
30-36
SCL
1.16
10.96
76.72
7.67
D
D/M 1-1
Bt2
18-24
SCL
1.71
16.16
113.10
11.31
D
D/M2-1
A/Bt
0 to 6
SL/SCL
20.62
194.83
1363.84
136.38
Section D Geometric Mean
21.35
E
E/132-2
Bt2
44-50
SCL
0.95
8.98
62.83
6.28
E
E/135-1
A/Bt1
6 to 12
UCL
2.39
22.58
158.08
15.81
E
E/C3-2
Bt2
30-36
SCL
4.40
41.57
291.02
29.10
E
E/C5-1
BC/C
24-30
SL
8.34
78.80
551.62
55.16
E
E/D2-2
BC
27-33
SL
4.09
38.65
270.52
27.05
E
E/D5-1
A/Bt
0 to 6
L
15.01
141.83
992.79
99.28
E
E/E1-2
A/Bt1
6 to 12
UCL
1.47
13.89
97.23
9.72
E
E/E5-2
2C
30-36
SL
14.36
135.68
949.79
94.98
E
E/F5-1
Bt
2 to 8
SCL
43.09
407.15
2850.04
285.00
E
E/H2-2
26C
24-30
SCL
1.86
17.57
123.02
12.30

Section E Geometric Mean
36.32
w_
NO .>€
g7f il dr
2 ...,�"
.�
F
F/E1-1
213C
45-51
SCL
17.78
168.00
1176.00
117.60
'
F
F/E2-1
A/AB/Bt1
4to10
SL/SCL
10.31
97.42
681.92
68.19
F
F/E5-3
2BC1
30-36
SCL
1.60
15.12
105.83
10.58
F
F/F1-3
213C
32-38
SL
0.31
2.93
20.50
2.05
F
F/G7-4
2C
60-66
SL
1.02
9.64
67.46
6.75
F
F/G9-2
Bt1
10 to 16
SCL
2.40
22.68
158.74
15.87
"A
F
F/G10-1
Bt
14 to 20
SCL
5.09
48.09
336.66
33.67
F
F/112-2
2C
30-36
SL
0.44
4.16
29.10
2.91
F
F/H3-1
A/Bt1
0 to 6
SL/SCL
10.99
103.84
726.90
72.69
F
F/J10-2
213C
30-36
SCL
1.40
13.23
92.60
9.26
F
F/K2-3
BC
14-20
L
2.05
19.37
135.59
13.56
F
F/L3-3
BC
28-34
SL
2.49
23.53
164.69
16.47
Section F
Geometric Mean
15.97
r;p 7
#� ''. imi "p-
IN
"`v I�Y,n'._.'',M;",.,.tvr:.r:.,..I,
G
G/D2-1
A/Bw
0 to 6
SL
2.43
22.96
160.72
16.07
G
G/F1-1
A/Bw
0 to 6
SL
6.13
57.92
405.45
40.54
G
G/13-1
Bt
28-34
L
8.26
78.05
546.33
54.63
G
G/K4-2
Bt1
8 to 14
L
2.92
27.59
193.13
19.31
4
G
G/M2-1
A/Bt
0 to 6
SL/SCL
5.61
53.01
371.05
37.11
G
G/P1-3
BC
32-38
SL
3.52
33.26
232.82
23.28
'
G
G/Q4-1
Bt
9 to 15
SCL
0.48
4.54
31.75
3.17
G
G/R1-1
A/Bt
0 to 6
SL/SCL
10.42
98.46
689.20
68.92
Section G Geometric Mean
24.50
'ug r- p rr ,> r d v -: X a b ,p....ns-
rik kx� J'
� �`z,�: fir; J""
"s
.
.'3rrr
,`,�.,
-"""'kms
1T..«..,
.',,
L
L/B1-2
Bt
6 to 12
SCL
3.49
32.98
230.83
23.08
L
L/F3-2
Bt
6 to 12
SCL
1.06
10.02
70.11
7.01
~f
L
L/11-3
Bt2
20-26
CL
6.54
61.80
432.57
43.26
Section L Geometric Mean
19.13
+� l6►i�r� ' ..x i ' 7 "d A3 m ^'sT' Y ;
-r? RIE "t" a.'] 4` tt ua 9�7' _ M. 1 �,'SrI
ROME;y
H.K ,:. ..l.c
,..
, .
M
M/J4-3
2C
36-42
GR-SCL
1.68
15.87
111.12
11.11
M
M/02-2
Bt
6 to 12
SCL
0.41
3.87
27.12
2.71
M
M/P3-2
Bt1
12 to 18
CL
1.4
13.23
92.60
9.26
M
M/R6-2
A/Bt1
6 to 12
SL/SCL
5.5
51.97
363.78
36.38
M
M/R10-1
A
0 to 6
SL
4.67
44.13
308.88
30.89
M
M/S3-2
Bt
6 to 12
L
4.55
42.99
300.94
30.09
M
M/S7-3
2Bt2
30-36
CL
0.64
6.05
42.33
4.23
M
M/T8-2
Bt
12 to 18
CL
1.9
17.95
125.67
12.57
M
M/U2-3
BC
29-35
SCL
2.18
20.60
144.19
14.42
gmm
Section M Geometric Mean
12.46

N
N/E3-1
A/Btl
0 to 6
SL/SCL
9.74
92.03
644.22
64.42
N
N/G1-2
Bt
12 to 18
SCL
1.27
12.00
84.00
8.40
N
N/19-1
A/Bt
0 to 6
SL/SCL
34.02
321.45
2250.14
225.01
N
N/J6-3
2Bt2
38-44
SCL
0.97
9.17
64.16
6.42
N
N/K3-2
Bt2
30-36
SCL
5.39
50.93
356.50
35.65
N
N/L5-2
2Bt2
24-30
SCL
2.02
19.09
133.61
13.36
N
N/Nll-2
Bt
12 to 18
SCL
6.58
62.17
435.21
43.52
N
N/07-1
A/Bt
0 to 6
USCL
12.17
114.99
804.94
80.49
N
N/09-1
A/Bw
0 to 6
USL
7.24
68.41
478.87
47.89
N
N/P1-2
Bt2
18-24
SCL
3.59
33.92
237.45
23.74
N
N/P4-3
BC
30-36
SL
2.29
21.64
151.46
15.15
Section N Geometric Mean
28.29

8.0 Attachment A-3
Surface Horizon Data

307808_High Carolina, LSWS_Buncombe County, NC
0 - 6 Inches Ksat Tests
Field
Section Pit-Ksat # Horizon Depth Texture Ksat Ksat Ksat 10% Ksat
(inches) (cm/hour) (in/day) (in/wk) (in/week)
A
A/C2-1
A/Bt
0 to 6
SUSCL
7.63
72.09
504.66
50.47
A
A/E5-1
A/Bt
0 to 6
SUL
15.38
145.32
1017.26
101.73
A
A/176-1
A/Bt
0 to 6
SUSCL
9.43
89.10
623.72
62.37
A
A/G2-1
A/Bw
0 to 6
USCL
13.79
130.30
912.09
91.21
A
A/J1-1
A/Bt
0 to 6
SUSCL
2.40
22.68
158.74
15.87
A
A/K1-1
A/Bw
0 to 6
USL
17.81
168.28
1177.98
117.80
D
D/A1-1
A/Bt
0 to 6
SUSCL
15.76
148.91
1042.39
104.24
D
D/E2-1
A/Bt
0 to 6
SUSCL
10.86
102.61
718.30
71.83
D
D/H2-1
A/Bt
0 to 6
SUSCL
17.81
168.28
1177.98
117.80
D
D/M2-1
A/Bt
0 to 6
SUSCL
20.62
194.83
1363.84
136.38
E
E/D2-1
A/Bt
0 to 6
USCL
22.50
212.60
1488.19
148.82
E
E/D5-1
A/Bt
0 to 6
L
15.01
141.83
992.79
99.28
E
E/E1-1
A
0 to 6
L
9.95
94.02
658.11
65.81
E
E/11-1
A/Bt1
0 to 6
SUSCL
36.92
348.85
2441.95
244.19
F
F/E5-1
A/Bt
0 to 6
SUSCL
4.68
44.22
309.54
30.95
F
F/F1-1
A/Bt
0 to 6
SUSCL
43.96
415.37
2907.58
290.76
F
F/G7-1
A/Bt1
0 to 6
SUSCL
43.96
415.37
2907.58
290.76
F
F/G9-1
A/Bt1
0 to 6
SUSCL
9.52
89.95
629.67
62.97
F
F/H3-1
A/Bt1
0 to 6
SUSCL
10.99
103.84
726.90
72.69
F
F/J10-1
A/Bt
0 to 6
SUSCL
11.14
105.26
736.82
73.68
F
F/K2-1
A/Bt
0 to 6
L
37.38
353.20
2472.37
247.24
F
F/1-3-1
A/Bt
0 to 6
SUCL
64.69
611.24
4278.70
427.87
G
G/D2-1
A/Bw
0 to 6
SL
2.43
22.96
160.72
16.07
G
G/F1-1
A/Bw
0 to 6
SL
6.13
57.92
405.45
40.54
G
G/K4-1
A
0 to 6
SL
14.38
135.87
951.12
95.11
G
G/M2-1
A/Bt
0 to 6
SUSCL
5.61
53.01
371.05
37.11
G
G/P1-1
A/Bt
0 to 6
L
33.07
312.47
2187.30
218.73
G
G/R1-1
A/Bt
0 to 6
SUSCL
10.42
98.46
689.20
68.92
L
L/61-1
A/Bt
0 to 6
SUSCL
21.56
203.72
1426.01
142.60
L
L/F3-1
A
0 to 6
L
10.78
101.86
713.01
71.30
L
L/11-1
A/Bt1
0 to 6
L
12.22
115.46
808.25
80.83
M
M/J4-1
A/Bt
0 to 6
SUL
3.50
33.07
231.50
23.15
M
M/O2-1
A/Bt
0 to 6
SUSCL
8.32
78.61
550.30
55.03
M
M/P3-1
A/Bt1
0 to 6
UCL
5.27
49.80
348.57
34.86
M
M/R6-1
A
0 to 6
SL
9.34
88.25
617.76
61.78
M
M/R10-1
A
0 to 6
SL
4.67
44.13
308.88
30.89
M
M/S3-1
A/Bt
0 to 6
L
10.78
101.86
713.01
71.30
M
M/S7-1
A/Bt1
0 to 6
L
14.38
135.87
951.12
95.11
M
M/T8-1
A
0 to 6
SL
4.31
40.72
285.07
28.51
M
M/1-12-1
A/Bt
0 to 6
SUSCL
3.59
33.92
237.45
23.74
N
N/E3-1
A/Bt1
0 to 6
SUSCL
9.74
92.03
644.22
64.42
N
N/G1-1
A/Bt
0 to 6
SUSCL
40.31
380.88
2666.17
266.62
N
N/19-1
A/Bt
0 to 6
SUSCL
34.02
321.45
2250.14
225.01
9

d
307808_High Carolina, LSWS_Buncombe County, NC
Soil Map Unit
Section
Pit-Ksat #
Horizon
Depth
Texture
Field
Ksat
Ksat
Ksat
10% Ksat
Percent of overall
(inches)
(cm/hour)
(in/day)
(in/wk)
(in/week)
irrigation on each soil
map unit
rN
Brevard -Tate Complex
F
F/E1-1
213C
45-51
SCL
17.78
168.00
1176.00
117.60
Brevard -Tate Complex
F
F/E2-1
A/AB/Btl
4to10
SL/SCL
10.31
97.42
681.92
68.19
`r
Brevard -Tate Complex
F
FlE7-1
Cr
70-76
WB
6.47
61.13
427.94
42.79
Brevard -Tate Complex
F
F/E7-2
Cr
88-94
WB
1.75
16.54
115.75
11.57
BC/Bt-Horizon Geometric Mean
13.54
cm/hr
2 Percent
5.33
in/hr
r
Chestnut-Edneytown Complex
G
GlD2-1
A/Bw
0 to 6
SL
2.43
22.96
160.72
16.07
Chestnut-Edneytown Complex
G
G/F1-1
A/Bw
0 to 6
SL
6.13
57.92
405.45
40.54
Chestnut-Edneytown Complex
G
G/D2-2
Bw
6 to 12
SL
2.90
27.40
191.81
19.18
Chestnut-Edneytown Complex
G
G/F1-2
Bw
6 to 12
SL
17.30
163.46
1144.25
114.42
Chestnut-Edneytown Complex
G
G/F1-3
Bw
18-24
SL
8.26
78.05
546.33
54.63
Chestnut-Edneytown Complex
G
G/132-1
Bw/Cr
21-27
SL/WB
3.85
36.38
254.65
25.46
-•oq
Chestnut-Edneytown Complex
G
G/D2-4
C
40-46
SL
3.89
36.76
257.29
25.73
Chestnut-Edneytown Complex
G
G/D2-3
CB
18-24
SL
5.64
53.29
373.04
37.30
'q
Chestnut-Edneytown Complex
G
G/B2-2
Cr
36-42
WB
6.07
57.35
401.48
40.15
Chestnut-Edneytown Complex
G
G/F1-4
Cr
32-38
WB
18.22
172.16
1205.10
120.51
Chestnut-Edneytown Complex
G
G/F1-5
Cr
60-66
WB
1.54
14.55
101.86
10.19
Chestnut-Edneytown Complex
G
G/F1-6
Cr
62-68
WB
1.41
13.32
93.26
9.33
Bw-Horizon Geometric Mean
6.32
cm/hr
3 Percent
2.49
in/hr
Cowee Variant-Pigeonroost
Variant Complex
F
F/J10-2
213C
30-36
SCL
1.40
13.23
92.60
9.26
Cowee Variant-Pigeonroost
Variant Complex
F
F/J10-3
2C
40-46
SL
3.97
37.51
262.58
26.26
a
Cowee Variant-Pigeonroost
Variant Complex
F
F/J10-4
2C
42-48
SL/SCL
5.21
49.23
344.60
34.46
Cowee Variant-Pigeonroost
Variant Complex
F
F/G10-3
2Cr
59-65
WB
1.76
16.63
116.41
11.64
Cowee Variant-Pigeonroost
Variant Complex
F
F/G10 4
2Cr
94-100
WB
2.59
24.47
171.31
17.13
ins
Cowee Variant-Pigeonroost
Variant Complex
F
F/J10-5
2Cr
71-77
WB
6.40
60.47
423.31
42.33
Cowee Variant-Pigeonroost
Variant Complex
F
F/J10-1
A/Bt
0 to 6
SL/SCL
11.14
105.26
736.82
73.68
�sxr
Cowee Variant-Pigeonroost
Variant Complex
F
F/H6-1
BC/Cr
23-29
SCL/WB
3.81
36.00
252.00
25.20
Cowee Variant-Pigeonroost
Variant Complex
F
F/G10-1
Bt
14 to 20
SCL
5.09
48.09
336.66
33.67
Cowee Variant-Pigeonroost
Variant Complex
F
F/G10-2
Bt12Cr
23-28
SCUWB
5.09
48.09
336.66
33.67
Cowee Variant-Pigeonroost
Variant Complex
F
F/1-16-2
Cr
48-54
WB
3.15
29.76
208.35
20.83
Cowee Variant-Pigeonroost
F/1-16-3
Cr
89-95
WB
3.66
34.58
242.08
24.21
Variant Complex
F
Cowee Variant-Pigeonroost
F
F/111-1
Cr
88
WB
6.25
59.06
413.39
41.34
Variant Complex
BC -Horizon Geometric Mean
2.31
cm/hr
9 Percent
0.91
in/hr

1
:
7 Percent
3 Percent
11 Percent
Edneytown-Pigeonroost Variant
L
UB1-3
2C
26-32
SL
3.78
35.72
250.02
25.00
� Edneytown-Pigeonroost Variant
L
UB1-I
A/Bt
0 to 6
SUSCL
21.56
203.72
1426.01
142.60
'l Edneytown-Pigeonroost Variant
Complex
L
UF3-1
A
0 to 6
L
10.78
101.86
713.01
71.30
Edneytown-Pigeonroost Variant
Complex
N
NlK3 1
A/Btl
0 to 6
SUSCL
11.76
111.12
777.83
77.78
Edneytown-Pigeonroost Variant
O, Complex
N
N/P1-I
A/Btl
0 to 6
SUSCL
19.76
186.71
1306.96
130.70
Edneytown-Pigeonroost Variant
Complex
L
UF3-2
Bt
6 to 12
SCL
1.06
10.02
70.11
7.01
Edneytown-Pigeonroost Variant
Complex
N
N/K3-2
Bt2
30-36
SCL
5.39
50.93
356.50
35.65
Edneytown-Pigeonroost Variant
Complex
N
N/P1-2
Bt2
18-24
SCL
3.59
33.92
237.45
23.74
Edneytown-Pigeonroost Variant
Complex
L
UF3-3
C
30-36
LS
8.50
80.31
562.20
56.22
Edneytown-Pigeonroost Variant
Complex
L
UE1-1
Cr
54-60
WB
10.47
98.93
692.50
69.25
Edneytown-Pigeonroost Variant
Complex
L
UF3-4
Cr
66-73
WB
8.50
80.31
562.20
56.22
410 Edneytown-Pigeonroost Variant
ComplexComplex
L
UB1-4
2Cr
>36
WB
5.23
49.42
345.92
34.59
Edneytown-Pigeonroost Variant
23.08
I ComplexComplex
L
UB1-2
Bt
6 to 12
SCL
3.49
32.98
230.83
Bt -Horizon Geometric Mean
2.91
cm/hr
UAO
1.15
in/hr
Edneytown-Saluda Complex
D
D/1-12-4
213C
56-62
SCL
0.88
8.31
58.20
5.82
Edneytown-Saluda Complex
D
D/M1-2
213C
42-48
SCL
4.40
41.57
291.02
29.10
Edneytown-Saluda Complex
D
D/J1-3
2C
40-46
SL
20.11
190.02
1330.11
133.01
Edneytown-Saluda Complex
D
D/M1-3
2C
58-64
SL
6.59
62.27
435.87
43.59
Edneytown-Saluda Complex
D
D/M1-4
2C/2Cr
65-71
SL/WB
8.79
83.05
581.38
58.14
Edneytown-Saluda Complex
D
D/1-12-1
A/Bt
0 to 6
SUSCL
17.81
168.28
1177.98
117.80
Edneytown-Saluda Complex
D
D/M2-1
A/Bt
0 to 6
SUSCL
20.62
194.83
1363.84
136.38
Edneytown-Saluda Complex
D
D/J1-1
Bt
12 to 18
SCL
9.89
93.45
654.14
65.41
Edneytown-Saluda Complex
D
D/J1-2
BUBC
30-36
SCL
1.16
10.96
76.72
7.67
Edneytown-Saluda Complex
D
D/1-12-2
Bt2
24-30
SCL
2.20
20.79
145.51
14.55
Edneytown-Saluda Complex
D
D/M1-1
Bt2
18-24
SCL
1.71
16.16
113.10
11.31
Edneytown-Saluda Complex
D
D/1-12-3
Bt3
40-46
SCL
1.47
13.89
97.23
9.72
T Edneytown-Saluda Complex
D
D/J1-4
Cr
64-70
WB
14.65
138.42
968.97
96.90
BC -Horizon Geometric Mean
1.65
cm/hr
0.65
in/hr
Evard-Cowee Complex
F
F/F1-3
213C
32-38
SL
0.31
2.93
20.50
2.05
Evard-Cowee Complex
F
F/E5-3
2BC1
30-36
SCL
1.60
15.12
105.83
10.58
Evard-Cowee Complex
F
F/G7-3
2Bt2
30-36
L
1.75
16.54
115.75
11.57
Evard-Cowee Complex
F
F/E5-4
2C
60-66
SL
4.54
42.90
300.28
30.03
Evard-Cowee Complex
F
F/F1-4
2C
72-80
LS
5.07
47.91
335.34
33.53
Evard-Cowee Complex
F
F/G7-4
2C
60-66
SL
1.02
9.64
67.46
6.75
Evard-Cowee Complex
F
17/1-112-2
2C
30-36
SL
0.44
4.16
29.10
2.91
Evard-Cowee Complex
F
F/1-12-3
2Cr
75-81
WB
3.90
36.85
257.95
25.80
Evard-Cowee Complex
F
Fl12-1
2Cr
68-74
WB
9.88
93.35
653.48
65.35
Evard-Cowee Complex
F
F/12-2
2Cr
79-85
WB
2.20
20.79
145.51
14.55
Evard-Cowee Complex
F
F/E5-1
A/Bt
0 to 6
SUSCL
4.68
44.22
309.54
30.95
60 Evard-Cowee Complex
F
F/FI-1
A/Bt
0 to 6
SUSCL
43.96
415.37
2907.58
290.76
Evard-Cowee Complex
F
F/G7-1
A/Btl
0 to 6
SUSCL
43.96
415.37
2907.58
290.76
Evard-Cowee Complex
F
F/G9-1
A/Btl
0 to 6
SUSCL
9.52
89.95
629.67
62.97
Evard-Cowee Complex
F
F/H3-1
A/Bt1
0 to 6
SUSCL
10.99
103.84
726.90
72.69
Evard-Cowee Complex
F
F/G9-4
BCI
47-53
SCL
4.09
38.65
270.52
27.05
Evard-Cowee Complex
F
F/E5-2
Bt
12 to 18
SCL
5.86
55.37
387.59
38.76
Evard-Cowee Complex
F
F/F1-2
Bt
6 to 12
SCL
42.34
400.06
2800.44
280.04
Evard-Cowee Complex
F
F/G7-2
Btl
12 to 18
SCL
12.45
117.64
823.46
82.35
Evard-Cowee Complex
F
F/G9-2
Bt1
10 to 16
SCL
2.40
22.68
158.74
15.87
Evard-Cowee Complex
F
F/G9-3
Bt2
30-36
SCL
11.72
110.74
775.18
77.52
Evard-Cowee Complex
F
F/1-12-1
Bt2
12 to 18
SCL
4.62
43.65
305.57
30.56
1'
BC -Horizon Geometric Mean
1.27
cm/hr
0.50
in/hr
1
:
7 Percent
3 Percent
11 Percent

Not Applicable
C
C/M1-2
213C
26-32
SCL
2.93
27.68
193.79
19.38
Not Applicable
E
E/E5-1
213C
10 to 16
SCL
32.22
304.44
2131.08
213.11
Not Applicable
E
E/1-12-2
213C
24-30
SCL
1.86
17.57
123.02
12.30
Not Applicable
E
E/135-2
2Bt2
24-30
SCL
7.33
69.26
484.82
48.48
Not Applicable
E
E/132-3
2Bt3
60-66
CL
1.83
17.29
121.04
12.10
-am, Not Applicable
C
C/A1-3
2C
40-46
SL
81.11
766.39
5364.75
536.47
Not Applicable
C
C/M1-3
2C
36-42
SL
4.40
41.57
291.02
29.10
4 Not Applicable
E
E/C3-3
2C
79-84
LS
4.96
46.87
328.06
32.81
Not Applicable
E
E/E5-2
2C
30-36
SL
14.36
135.68
949.79
94.98
Not Applicable
E
E/H2-3
2C1
40-46
SL
2.37
22.39
156.76
15.68
Not Applicable
E
E/1-12-4
2C2
60-66
SL
12.46
117.73
824.12
82.41
Not Applicable
C
C/M1-4
2Cr
49-55
WB
0.59
5.57
39.02
3.90
y
Not Applicable
E
E/D1-1
2Cr
43-49
WB
1.65
15.59
109.13
10.91
Not Applicable
E
E/D2-3
2Cr
67-73
WB
14.18
133.98
937.89
93.79
Not Applicable
E
E/E5-3
2Cr
42-48
WB
12.89
121.80
852.57
85.26
Not Applicable
E
E/E5-4
2Cr
108-114
WB
6.99
66.05
462.33
46.23
Lit) Not Applicable
E
E/11-3
2Cr
60-66
WB
5.39
50.93
356.50
35.65
Not Applicable
E
E/11-4
2Cr
115-122
WB
7.91
74.74
523.18
52.32
'-I Not Applicable
E
E/E1-1
A
0 to 6
L
9.95
94.02
658.11
65.81
Not Applicable
E
E/D2-1
A/Bt
0 to 6
USCL
22.50
212.60
1488.19
148.82
Not Applicable
E
E/D5-1
A/Bt
0 to 6
L
15.01
141.83
992.79
99.28
Not Applicable
E
E/65-1
A/Btl
6 to 12
UCL
2.39
22.58
158.08
15.81
Not Applicable
E
E/E1-2
A/Btl
6 to 12
UCL
1.47
13.89
97.23
9.72
Not Applicable
E
E/11-1
A/Btl
0 to 6
SUSCL
36.92
348.85
2441.95
244.19
Not Applicable
C
C/A1-2
BC
24-30
SL
15.57
147.12
1029.82
102.98
Not Applicable
C
C/E1-3
BC
50-56
SL
9.52
89.95
629.67
62.97
Not Applicable
C
C/14-2
BC
30-36
SL
9.52
89.95
629.67
62.97
Not Applicable
E
E/D2-2
BC
27-33
SL
4.09
38.65
270.52
27.05
Not Applicable
E
E/C5-1
BC/C
24-30
SL
8.34
78.80
551.62
55.16
Not Applicable
C
C/A1-1
Bt
10 to 16
SL
16.22
153.26
1072.82
107.28
Not Applicable
C
C/14-1
Bt
14-20
SCL
4.40
41.57
291.02
29.10
Not Applicable
C
C/M1-1
Bt
12 to 18
SCL
3.66
34.58
242.08
24.21
Not Applicable
E
E/F5-1
Bt
2 to 8
SCL
43.09
407.15
2850.04
285.00
Not Applicable
E
E/1-12-1
Bt
11 to 17
SCL
8.06
76.16
533.10
53.31
Not Applicable
E
E/132-1
Btl
18 to 24
SCL
2.93
27.68
193.79
19.38
+ Not Applicable
E
E/C3-1
Bt1
6 to 12
L
14.65
138.42
968.97
96.90
Not Applicable
E
E/132-2
Bt2
44-50
SCL
0.95
8.98
62.83
6.28
Not Applicable
E
E/C3-2
Bt2
30-36
SCL
4.40
41.57
291.02
29.10
Not Applicable
E
E/E1-3
Bt2
36-42
CL
2.05
19.37
135.59
13.56
Not Applicable
E
E/I1-2
Bt2
19-25
SCL
15.81
149.39
1045.70
104.57
Not Applicable
C
C/E1-1
Bw
12 to 18
SL
5.13
48.47
339.31
33.93
Not Applicable
C
C/E1-2
Bw
30-36
SL
9.49
89.67
627.68
62.77
Not Applicable
C
C/E1-4
C
66-72
SL
32.45
306.61
2146.29
214.63
Not Applicable
C
C/A1-4
Cr
83-89
WB
22.71
214.58
1502.08
150.21
Not Applicable
C
C/E1-5
Cr
87-93
WB
38.93
367.84
2574.89
257.49
Not Applicable
C
C/14-3
Cr
71-77
WB
4.10
38.74
271.18
27.12
Not Applicable
E
E/E1-4
Cr
69-75
WB
0.66
6.24
43.65
4.37
Not Applicable
E
E/E1-5
Cr
114-120
WB
2.45
23.15
162.05
16.20

f F�;
C
Pigeonroost Sandy Loam
D
D/E2-3
213C
17-23
SCL
6.11
57.73
Pigeonroost Sandy Loam
D
D/A1-2
2Cr
52-58
WB
1.80
17.01
Pigeonroost Sandy Loam
D
D/E2-4
2Cr
25-31
WB
7.33
69.26
Pigeonroost Sandy Loam
D
D/A1-1
A/Bt
0 to 6
SUSCL
15.76
148.91
Pigeonroost Sandy Loam
D
D/E2-1
A/Bt
0 to 6
SUSCL
10.86
102.61
Pigeonroost Sandy Loam
F
F/K2-1
A/Bt
0 to 6
L
37.38
353.20
� Pigeonroost Sandy Loam
F
F/1-3-1
A/St
0 to 6
SUCL
64.69
611.24
Pigeonroost Sandy Loam
F
F/K2-3
BC
14-20
L
2.05
19.37
Pigeonroost Sandy Loam
F
F/1-3-3
BC
28-34
SL
2.49
23.53
Pigeonroost Sandy Loam
F
F/1-3-4
BC
32-38
SL
16.11
152.22
Pigeonroost Sandy Loam
D
D/C2-1
Bt
6 to 12
SCL
20.62
194.83
Pigeonroost Sandy Loam
D
D/E2-2
Bt
6 to 12
SCL
2.20
20.79
Pigeonroost Sandy Loam
F
F/K2-2
Bt
2 to 8
L
4.23
39.97
Pigeonroost Sandy Loam
F
F/1-3-2
Bt
10 to 16
CL
9.52
89.95
Pigeonroost Sandy Loam
D
D/C2-2
C
24-30
SL
2.93
27.68
OWN
Pigeonroost Sandy Loam
D
D/C2-3
Cr
50-56
WB
5.86
55.37
'i Pigeonroost Sandy Loam
F
F/K2 4
Cr
23-29
WB
7.32
69.17
Pigeonroost Sandy Loam
F
F/K2-5
Cr
31-37
WB
2.93
27.68
Pigeonroost Sandy Loam
F
F/1-3-5
Cr
66-72
WB
0.65
6.14
BC -Horizon Geometric Mean
4.73
cm/hr
1.86
in/hr
Pigeonroost-Buladean Complex
A
A/F6-3
2C
24-30
SL
12.98
122.65
q Pigeonroost-Buladean Complex
A
A/D1-1
2C/2Cr
32-38
50%RF/WB
15.81
149.39
Pigeonroost-Buladean Complex
A
A/C2-3
2C1
24-30
SL
0.22
2.08
Pigeonroost-Buladean Complex
A
A/C2-4
2C1
32-38
SL
2.29
21.64
Pigeonroost-Buladean Complex
A
A/D1-2
2Cr
43-49
WB
3.88
36.66
Pigeonroost-Buladean Complex
A
A/E3-2
2Cr
44-50
WB
1.23
11.62
Pigeonroost-Buladean Complex
A
A/E3-3
2Cr
57-63
WB
2.95
27.87
Pigeonroost-Buladean Complex
A
A/C2-1
A/Bt
0 to 6
SUSCL
7.63
72.09
Pigeon roost-Buladean Complex
A
A/E5-1
A/Bt
0 to 6
SUL
15.38
145.32
Pigeonroost-Buladean Complex
A
A/F6-1
A/Bt
0 to 6
SUSCL
9.43
89.10
Pigeonroost-Buladean Complex
A
A/J1-1
A/Bt
0 to 6
SUSCL
2.40
22.68
Pigeonroost-Buladean Complex
A
A/G2-1
A/Bw
0 to 6
USCL
13.79
130.30
Pigeonroost-Buladean Complex
A
A/K1-1
A/Bw
0 to 6
USL
17.81
168.28
Pigeonroost-Buladean Complex
A
A/J1-3
BC
15-21
SL
4.00
37.80
r Pigeonroost-Buladean Complex
A
A/C2-2
Bt
6 to 12
SCL
11.86
112.06
Pigeonroost-Buladean Complex
A
A/E4-1
Bt
6 to 12
SCL
11.99
113.29
im Pigeonroost-Buladean Complex
A
A/F6-2
Bt
6 to 12
SCL
6.07
57.35
Pigeonroost-Buladean Complex
A
A/J1-2
Bt
6 to 12
SCL
0.54
5.10
Pigeonroost-Buladean Complex
A
A/E3-1
Bt/26C
25-31
SCUSL
7.32
69.17
Pigeonroost-Buladean Complex
A
A/G2-2
Bw
10 to 16
SCL
3.12
29.48
Pigeonroost-Buladean Complex
A
A/K1-2
Bw
10 to 16
SL
3.62
34.20
Pigeonroost-Buladean Complex
A
A/G2-3
C
30-36
LS
5.17
48.85
Pigeonroost-Buladean Complex
A
A/G2-4
C
39
LS
3.00
28.35
Pigeonroost-Buladean Complex
A
A/K1-3
C
24-30
LS
10.06
95.05
Pigeonroost-Buladean Complex
A
A/E4-2
Cr
32-38
WB
4.07
38.46
Pigeonroost-Buladean Complex
A
A/G2-5
Cr
69-75
WB
4.14
39.12
Pigeonroost-Buladean Complex
A
A/J1-4
Cr
29-35
WB
6.22
58.77
Pigeonroost-Buladean Complex
A
A/J1-5
Cr
37-43
WB
2.66
25.13
Pigeonroost-Buladean Complex
A
AJ1-6
Cr
81-87
WB
3.37
31.84
Bt/Bw-Horizon Geometric Mean
4.52
cm/hr
1.78
in/hr
404.13
119.05
484.82
1042.39
718.30
2472.37
4278.70
135.59
164.69
1065.54
1363.84
145.51
279.78
629.67
193.79
387.59
484.16
193.79
42.99
858.52
1045.70
14.55
151.46
256.63
81.35
195.12
504.66
1017.26
623.72
158.74
912.09
1177.98
264.57
784.44
793.04
401.48
35.72
484.16
206.36
239.43
341.95
198.42
665.38
269.20
273.83
411.40
175.94
222.90
40.41
11.91
48.48
104.24
71.83
247.24
427.87
13.56
16.47
106.55
136.38
14.55
27.98
62.97
19.38
38.76
48.42
19.38
4.30
85.85
104.57
1.46
15.15
25.66
8.14
19.51
50.47
101.73
62.37
15.87
91.21
117.80
26.46
78.44
79.30
40.15
3.57
48.42
20.64
23.94
34.20
19.84
66.54
26.92
27.38
41.14
17.59
22.29
10
Percent
Percent

i
Pigeonroost-Edneytown Complex
G
G/K4-4
213C
48-54
SL
18.31
173.01
1211.05
121.11
Pigeonroost-Edneytown Complex
M
M/R6-3
2BC/2Cr
40-46
SCL/WB
0.66
6.24
43.65
4.37
Pigeonroost-Edneytown Complex
M
M/S7-3
2Bt2
30-36
CL
0.64
6.05
42.33
4.23
r
Pigeonroost-Edneytown Complex
M
M/S7-4
2Bt2/SBRF
48-54
CL
2.91
27.50
192.47
19.25
Pigeonroost-Edneytown Complex
M
M/P3-3
2Bt3
64-70
SCL
3.5
33.07
231.50
23.15
r
Pigeonroost-Edneytown Complex
G
G/K4 5
2C
70-76
SL
4.20
39.68
277.79
27.78
Pigeonroost-Edneytown Complex
M
M/J4-3
2C
36-42
GR-SCL
1.68
15.87
111.12
11.11
POO
Pigeonroost-Edneytown Complex
M
M/T8-3
2CB
70-76
SL
3.66
34.58
242.08
24.21
Pigeonroost-Edneytown Complex
M
M/R6-4
2Cr
81-87
WB
0.73
6.90
48.28
4.83
1011
Pigeonroost-Edneytown Complex
M
M/S3-3
2Cr
32-38
WB
6.35
60.00
420.00
42.00
Pigeonroost-Edneytown Complex
M
M/S3-4
2Cr
52-58
WB
3.16
29.86
209.01
20.90
Pigeonroost-Edneytown Complex
M
M/1_12-4
2Cr
42-48
WB
20.34
192.19
1345.32
134.53
64
Pigeonroost-Edneytown Complex
M
M/1.12-5
2Cr
98-104
WB
1.65
15.59
109.13
10.91
Pigeonroost-Edneytown Complex
M
M/R10-4
2R
64-70
HB
10.79
101.95
713.67
71.37
Pigeonroost-Edneytown Complex
G
G/K4-1
A
0 to 6
SL
14.38
135.87
951.12
95.11
Pigeonroost-Edneytown Complex
M
M/R6-1
A
0 to 6
SL
9.34
88.25
617.76
61.78
Pigeonroost-Edneytown Complex
M
M/R10-1
A
0 to 6
SL
4.67
44.13
308.88
30.89
Pigeonroost-Edneytown Complex
M
M/T8-1
A
0 to 6
SL
4.31
40.72
285.07
28.51
Pigeonroost-Edneytown Complex
G
G/M2-1
A/Bt
0 to 6
SUSCL
5.61
53.01
371.05
37.11
Pigeon roost-Ed neytown Complex
G
G/P1-1
A/Bt
0 to 6
L
33.07
312.47
2187.30
218.73
Pal
Pigeon roost-Ed neytown Complex
G
G/R1-1
A/Bt
0 to 6
SUSCL
10.42
98.46
689.20
68.92
Pigeon roost-Ed neytown Complex
M
M/J4-1
A/Bt
0 to 6
SUL
3.50
33.07
231.50
23.15
Pigeon roost-Edneytown Complex
M
M/O2-1
A/Bt
0 to 6
SUSCL
8.32
78.61
550.30
55.03
E
Pigeonroost-Edneytown Complex
M
M/S3-1
A/Bt
0 to 6
L
10.78
101.86
713.01
71.30
Pigeonroost-Edneytown Complex
M
M/U2-1
A/Bt
0 to 6
SUSCL
3.59
33.92
237.45
23.74
Pigeonroost-Edneytown Complex
M
M/P3-1
A/Bt1
0 to 6
UCL
5.27
49.80
348.57
34.86
Pigeon roost-Ed neytown Complex
M
M/R6-2
A/Bt1
6 to 12
SUSCL
5.5
51.97
363.78
36.38
Pigeonroost-Edneytown Complex
M
M/R10-2
A/Bt1
6 to 12
SUSCL
50.31
475.37
3327.58
332.76
r
Pigeonroost-Edneytown Complex
M
M/S7-1
A/Btl
0 to 6
L
14.38
135.87
951.12
95.11
I,fti
Pigeonroost-Edneytown Complex
G
G/P1-3
BC
32-38
SL
3.52
33.26
232.82
23.28
Pigeonroost-Edneytown Complex
G
G/Q4-2
BC
34-40
SCL
3.79
35.81
250.68
25.07
f"7
Pigeonroost-Edneytown Complex
M
M/02-3
BC
24-30
>50%RF
1.75
16.54
115.75
11.57
r
Pigeonroost-Edneytown Complex
M
M/1_12-3
BC
29-35
SCL
2.18
20.60
144.19
14.42

�t
Pigeonroost-Edneytown Complex
G
G/M2-3
BC/Cr
29-35
SCL/WB
20.85
197.01
1379.05
137.91
Pigeonroost-Edneytown Complex
G
G/13-1
Bt
28-34
L
8.26
78.05
546.33
54.63
Pigeonroost-Edneytown Complex
G
G/M2-2
Bt
18-24
SCL
5.97
56.41
394.87
39.49
r�
Pigeonroost-Edneytown Complex
G
G/P1-2
Bt
12 to 18
L
7.94
75.02
525.16
52.52
4
Pigeonroost-Edneytown Complex
G
G/04-1
Bt
9 to 15
SCL
0.48
4.54
31.75
3.17
r�
Pigeonroost-Edneytown Complex
M
M/J4-2
Bt
6 to 12
L
2.90
27.40
191.81
19.18
Pigeonroost-Edneytown Complex
M
M/O2-2
Bt
6 to 12
SCL
0.41
3.87
27.12
2.71
Pigeonroost-Edneytown Complex
M
M/S3-2
Bt
6 to 12
L
4.55
42.99
300.94
30.09
law
Pigeonroost-Edneytown Complex
M
M/T8-2
Bt
12 to 18
CL
1.9
17.95
125.67
12.57
IR
Pigeonroost-Edneytown Complex
M
M/U2-2
Bt
6 to 12
SCL
3.81
36.00
252.00
25.20
Pigeonroost-Edneytown Complex
G
G/K4-2
Bt1
8 to 14
L
2.92
27.59
193.13
19.31
Pigeonroost-Edneytown Complex
M
M/P3-2
Bt1
12 to 18
CL
1.4
13.23
92.60
9.26
Pigeonroost-Edneytown Complex
M
M/S7-2
Bt1
6 to 12
L
5.86
55.37
387.59
38.76
Pigeonroost-Edneytown Complex
G
G/K4-3
Bt2
30-36
CL
23.00
217.32
1521.26
152.13
Pigeonroost-Edneytown Complex
M
M/R10-3
Bt2
24-30
SCL
76.75
725.20
5076.37
507.64
Pigeonroost-Edneytown Complex
G
G/Q4-3
C
60-66
SL
1.95
18.43
128.98
12.90
Pigeonroost-Edneytown Complex
G
G/13-2
Cr
60-66
WB
4.66
44.03
308.22
30.82
{
Pigeonroost-Edneytown Complex
G
G/13-3
Cr
84-90
WB
6.97
65.86
461.01
46.10
Pigeonroost-Edneytown Complex
G
G/M2-4
Cr
32-38
WB
4.29
40.54
283.75
28.37
Pigeonroost-Edneytown Complex
G
G/M2-5
Cr
64-70
WB
2.28
21.54
150.80
15.08
r�"i
Pigeonroost-Edneytown Complex
G
G/M2-6
Cr
92-98
WB
13.66
129.07
903.49
90.35
Pigeonroost-Edneytown Complex
G
G/P1-4
Cr
62-68
WB
5.31
50.17
351.21
35.12
Pigeonroost-Edneytown Complex
G
G/P1-5
Cr
94-100
WB
9.05
85.51
598.58
59.86
Pigeon roost-Edneytown Complex
G
G/R1-2
Cr
29-35
WB
2.75
25.98
181.89
18.19
Pigeonroost-Edneytown Complex
G
G/R1-3
Cr
39-45
WB
2.71
25.61
179.24
17.92
Pigeonroost-Edneytown Complex
G
G/R1-4
Cr
66-72
WB
1.49
14.08
98.55
9.86
Pigeonroost-Edneytown Complex
M
M/O2-4
Cr
97-103
WB
0.76
7.18
50.27
5.03
BC -Horizon Geometric Mean
3.86
cm/hr
23 Percent
1.52
in/hr

Pigeonroost-Pigeonroost Variant
Complex
N
N/O9-3
213C
22-28
SL
21.91
207.02
1449.16
144.92
Pigeonroost-Pigeonroost Variant
Complex
N
N/J6-4
2BC/2C
53-59
SL
2.01
18.99
132.94
13.29
Pigeonroost-Pigeonroost Variant
Complex
N
N/J6-3
2Bt2
38-44
SCI
0.97
9.17
64.16
6.42
P1 11 Pigeonroost-Pigeonroost Variant
{ f Complex
N
N/1-5-2
2Bt2
24-30
SCL
2.02
19.09
133.61
13.36
iy1 Pigeonroost-Pigeonroost Variant
Complex
N
N/O9-4
2C
32-38
LS
25.78
243.59
1705.13
170.51
Pigeonroost-Pigeonroost Variant
67.27
1 Complex
N
N/O9-5
2C
58-64
LS
10.17
96.09
672.66
Ww Pigeonroost-Pigeonroost Variant
Complex
N
N/J6-5
2Cr
66-72
WB
1.53
14.46
101.20
10.12
Pigeonroost-Pigeon roost Variant
Complex
N
N/O9-6
2Cr
72-78
WB
6.80
64.25
449.76
44,98
Pigeonroost-Pigeonroost Variant
Complex
N
N/O9-7
2Cr
88-94
WB
11.89
112.35
786.42
78.64
Pigeonroost-Pigeonroost Variant
Complex
N
N/19-1
A/Bt
0 to 6
SUSCL
34.02
321.45
2250.14
225.01
Pigeonroost-Pigeonroost Variant
Complex
N
N/J6-1
A/Bt
2 to 8
USCL
3.59
33.92
237.45
23.74
Pigeonroost-Pigeonroost Variant
Complex
N
N/N11-1
A/Bt
0 to 6
SUSCL
43.02
406.49
2845.41
284.54
Pigeonroost-Pigeonroost Variant
Complex
N
N/L5-1
A/Btl
0 to 6
SUSCL
41.25
389.76
2728.34
272.83
Pigeon roost-Pigeonroost Variant
Complex
N
N/09 1
A/Bw
0 to 6
USL
7.24
68.41
478.87
47.89
Pigeonroost-Pigeonroost Variant
4wor Complex
N
N/N11-3
BC
30-36
SL
9.27
87.59
613.13
61.31
Pigeonroost-Pigeonroost Variant
Complex
N
N/N11-4
BC
34-40
SL
7.79
73.61
515.24
51.52
f Pigeonroost-Pigeonroost Variant
j W Complex
N
N/19-2
Bt
7 to 13
SCL
42.19
398.64
2790.51
279.05
Pigeonroost-Pigeonroost Variant
Complex
N
N/N11-2
Bt
12 to 18
SCL
6.58
62.17
435.21
43.52
Pigeonroost-Pigeonroost Variant
Complex
N
N/19-3
Bt/BC/Cr
17-23
SCL/WB
26.23
247.84
1734.89
173.49
Pigeonroost-Pigeonroost Variant
Complex
N
N/J6-2
Btl
12 to 18
SCL
1.94
18.33
128.31
12.83
P Pigeonroost-Pigeonroost Variant
Complex
N
N/09-2
Bw
8 to 14
SL
9.34
88.25
617.76
61.78
Pigeonroost-Pigeonroost Variant
Complex
N
N/19-4
Cr
26-32
WB
11.09
104.79
733.51
73.35
Bt -Horizon Geometric Mean
5.17
cm/hr
7 Percent
2.04
in/hr
{gird
�d
1 i

8.0 Attachment B
Saturated Hydraulic Conductivity Field Sheets

SAMPLE DATA SHEET
Measurement No. Conducted by
Location I
dam
Weather Condi 'on
Temperatum
Horizon Source of Water
7,T
7.
0
Hole depth- �
Measured -(Actual) water level in hole
Distance between reference level . - ,_ 1%
initial )Dda
and -soll'L2
surface + cr�
Final 9 c)rd
Distance from the hole bottom to
r
the reference level (D) c.
Clock time.
Desired water depth in hold _`` Cn
Start saturation 1.2 -
Constant -head tube setting (d) 6 c
Steady-state reading
Reservoirs Used -for Measurement of the SSState Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C.F.) = 20 cm'
Both'Flow Measuring and -Main- Reservoirs
Conversion Factor (C.F.) = 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
Time Reading Water Level Volume
h:min cm min cm cm,
cm/min cm3/h Cm/h
1j,-,q,D - -�V, 5
R
o' � 7 ,S�
7,T
7.
3 -
io
R
o' � 7 ,S�
3 -
Average of last three measurements:-. K,,,, = cm/h (other units)

r
j:�ri
a
(' A 1065
39
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir At
Change in
Flow, Q Q Ksat
SAMPLE
DATA SHEE'K
Water Level
Measurement No. '
Location 5�G'tlt�rte.. A- P+ -t`
Conducted by
-1 Date ' ~ -12
�..
Weather Condition &,v'N
Temperatumtai'
c� N - e -T 37>
Horizon �-� � �'�`
Source of Water
Hole depth'
" , n Measured (Actual) water level in hole
a
Distance between reference level
Initial G em E
t "
and soil surface
+ -ems n Final ;
Distance from the hole bottom to
Radius of the hole (r) !— L -i .
�'
the reference level (D)
; Clock time
Desired water depth in hole (H)_
_�
`� Start saturation
Constant -head tube setting (d)
_ � Steady-state reading
t2',l'f
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C,R) = 20 em'
MPI
Both Flow Measuring and Main Reservoirs_ Conversion Factor (C.F.) = 105 cm2
r
j:�ri
a
(' A 1065
39
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir At
Change in
Flow, Q Q Ksat
Time Reading
Water Level
Volume
h:min cm min
cm
cin, cmc/ruin cm3/h cm/h
0 Ll
t2',l'f
a
0"J$
2.'2
Average of last three measurements:-
Kaat =
cm/h (other units)
COMMENTS:
r
j:�ri
a
(' A 1065
39

Average of last three measurements: Ksat = cm/h (other units)
COMMENTS:
39
SAMPLE
DATA SHEET
Measurement No. '
Conducted by '7F -bb
Location 6e-ltc'IJ A- r
i Date
Weather Condition - �p 0- Y
Temperature oT
Horizon t� �, �� `t - 1 "
Source of Water w E LL_
All
Hole depth
t' Measured (Actual) water level in hole
Distance between reference level
Initial b, -ow
and soil surface
+ r k\ Final G h
Distance from the hole bottom to
Radius of the hole (r)
2
the reference level (D)
= r L Clock time
Desired water depth in hole (H)
- - ;A Start saturation
Constant -head tube setting (d)
--,;,\ 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.F.) = 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 Ksat
Time Reading
Nater Level Volume
h:ruin cm min
cm cm 3. cm3 /min cm3/h cmlh
4 'tC� �`l•� �
� `�
Average of last three measurements: Ksat = cm/h (other units)
COMMENTS:
39

N
Average of last three measurements:- K..,,t =_.cm/h (other units)
COMMENTS:
39
-ec A
SAMPLE DATA SHEET
Measurement No. (E-1
Conducted by
k1
L_ t-kA(ov..J-�t.
LocationW-C A
/.-
Date
Weather Condition -1-1(k(L4
"01"Ll
Temperature
Horizon v
Source of Water. uj
Hole depth'
am;- I -A'
Measured (Actual) w4"ter level in hole
�141 N
Distance between reference level
q
Initial cm
and soil surface
r
+ I<On%.
Final 1 cm
Distance from the hole bottom to
level
Radius of the hole (r) cm
Clock
the- reference (D)
= cm
time
Desired water depth in hole (H)
�_cm
Start satu'ration
Constant-h6ad tube setting (d)
= ern
Steady-state reading
Reservoirs Used fbt Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Tactor (C.F.) = 20 crr2'
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 K..t
Time Reading
Water Level Volume
h:min cm -min -
cm cmc
cm3/min cm5/h cm/h -
Ll 7 57
51).. 31 .9 r
0
r-7
3
3G, 5
33,5
Average of last three measurements:- K..,,t =_.cm/h (other units)
COMMENTS:
39

t
Measurement No.
Location /-/C: <f
Weather Condition 1'aYtl�
Horizon '-/Y— -5--D
SAMPLE DATA SHEET
Conducted by t,1
Date ? o
u LA dy - - Temperat# 2 3 aIf'
Source of Water I —
Hole depth' Qem r; ^ Measured. (Actual) water level in hole
Distande between reference level initial q Qw.
and soil surface + cm • Final • cm
Distance from the hole bottom to Radius of the hole (r) cm
the- reference level (D) — cm Clock time
Desired water depth in hole (H) - _ cm Start saturation / t 3. 7
Constant -head tube setting (d) = cm Steady-state reading t`
A
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs _ Conversion Factor (C.F.) = 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 ;. Kat
Time
Reading_
;
Water Level Volume
h:min
cm "jt
-min
cm cm2- ce/min cm3/h ` cm/h -
1/a.5
Vis, y
�
1. � • ,
!; a�
X11•, �•
la
!b s' •
TF
T-5
x61-1
- 7,
to .
/� 0
y
Average of last three measurements:
K.,at = cm/h (other units)
COMMENTS:
39

y
Measurement into.
Location Z.
Weather Condition 'rf ',
Horizon 5 -? _: 6 �
SAMPLE DATA SHEET
Conducted by©lam
Date
Temperature `7 S
Sobrce of Water
Hole depth
cm
Measured (Actual) water level in hole
3)'
Distance between reference level
initial cm
and soil surface
+ cm
Final _ . cm
Distance from the hole bottom to
Radius of the hole- (r) cm
the reference level (D)—
depth
cm
--
Clock time
(1 ey
Desired water in hole (H)
H = cm
Start saturation
Constant -head tube setting (d)
cm
Steady-state reading i
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir OnlyConversion
. Factor (C.F,) = 20 cm2
Both Flow Measuring and Main Reservoirs
Conversion Factor (C.F.) = 105 cm2
(T&'ottain flow volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir At
.Change in
Flow, Q Q ElAt
Time Reading
Water Level Volume
h:min cm min -
cm
cmc- cm3/mitt cm3/h cm/h
3
IS.�G 11,0
5
/:,3
Average of last three measurements:- = -cm/h
COMMENTS:
39
(other units)

,� (, SAMPLE DATA SHEET
A Measurement No.r `� Conducted by W�
Location I c,— [��� w S S� i �c + i `tai t" `13 date
LA Weather Condition i , l ,T �'� T Tern nature
Horizon - A Source of Water
Hole depth'-.;;_ z, , c Measured (Actual) water level in hole
Distance be ' Mee level Initial /1 Wit°
and -soil surfs . 4 �? c i Final - e
_ �.
Distance from til _ `ttpm to
the referencme.
e Ievey(D} — 12' c�cf Clock ti
Desired- water depth in hole (H) . �- Q Start saturation
Constant -head tube setting_ (d) cin Steady-state reading
l 4 -&-A-
Reservoirs Used.for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C:F.} = 2d cm2
Both Flow Measuring and Main. Reservoirs Conversion Factor (C.F.) = 105'cm'
'M obtain flow volume multiply change in water level by the appropriate C.F. from above }
Clock
'Reservoir At
Change in Flow Q Q Y%V�t
Time
Reading
Water Level Volume
h:min
cnr min
cm cm,c0lmin CM3
lh cmlh
,2
6
7
-I- ; Z3
Average of last three measurements:. K,. - cmlh (other units)
COMMENTS:_() C�wo�j.k. i ��`) ki•,. j:=( COy C.C�ntn+t,-�- 2 "�(JtXI.

SAMPLE DATA SHEE`�
Measurement No. Conducted by
Location' ids L date `
Weather Condition �'IvMA r , Temperature
Horizon A t 0-11-, Source of Water
R
Hole depth- cW Measured (Actual) water level in hole
Distance between reference level Initial cC'
and soil surface + 3i Final
Distance from the hole bottom toY�
the reference level (D) = qd Clock time.
Desired water depth in hole cit Start saturation
Constant -head tube setting (d) cjWSteady-state reading
Reservoirs Used.for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only � Conversion Factor (C.F,) = 20 cm2
Both Flow Measuring and Main. Reservoirs Conversion Factor (C.F.) = 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�
Time
Reading
Water Level Volume
h:min
cry
min
cm cm3 cm3 /min cm3/h cm/h
1+
I I
,4:31
,�„
•
d
�a
verage of last three measurements: Ifs = , cm/h (other units)
COMMENTS:

! SAMPLE DATA SHEET
Measurement No. Conducted by
At
Location _ L-5 w S
date -7-
Weather Condition Tempemturc
Horizon _-1++ttG� ; h Source
Water Level Volume
h•rnin
cra
Hole depth-
Measured (Actual) water level in hole
Distance between reference level
`'
Initial -7,
and soil surface + cm
Distance from the hole bottom
Final. cm
to
the reference level (D) =
cmClock
time ._
Desired water depth in hold (H} . - cm-
Start saturation 2,46 e �
Constant -head tube setting (d) ' cm
Steady-state reading
y
Reservoirs Used.for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C:F) = 20 cm2
Both Flow Measuring and Main. Reservoirs
Conversion Factor (C.F.) = 145 cm2
(To obtain flow volume "multiply change in water level by the appropriate C.F. from above }
Clack
Reservoir
At
Change in Flow
Time
Reading
Water Level Volume
h•rnin
cra
min
cm cm3
71
71
r'
l
L9
Average of last three measurements:.
K,. _ cm/h
cm3/min cm3/h cm/h
(other units)
COMMENTS:17
2,,Kk
p"(
4.
iFy /�� •� .............__... _._..

ave
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
SAMPLE DATA SHEET : x
At Change in . Flow Q Q I;t
Measurement No.
Conducted by
Water Level Volume
Location �_S �J S �---� 4. ��� , �`
(�-.�_ date
Weather Condi 'on
W--- �-,- �-� � ��1� Temper -afore 5� �
Horizon w - b
Source of Water
Hole depth,
�''' c#
Measured (Actual) water level in hole
�
Distance between reference level
-surface
+
Initial. � � chi
Final
11p
and soll
c�i
.Distance from the hole bottom to
� ;
:.�
�.F
the reference level (D)
cam'
Clock time.
t,,1t.
tea,
Desired water depth in hole (H)
- �' `` n
Start saturation
Constant -head tube setting (d)
_ creat'
Steady-state reading
law
Reservoirs Used -for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (CY.) = 20 cm2
Both . low Measuring and -Main.
Reservoirs ' -°'
Conversion Factor (C.F.) = 105* ce
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock 'Reservoir
At Change in . Flow Q Q I;t
Time Reading
Water Level Volume
h:min cM
min cm cm3 c0link cm31h cmih
ewe
-,
11p
�.F
6, ,
t,,1t.
tea,
Average of last three measurements:= cmlh (other units)
COMMENTS:

CIA AADT V DATA Q11VV7P
Measurement No. ­.&L,:) �% I> Conducted by
Location Lic- - date
Weather Condition 0-0. Temperature
Horizon 6r 2, Y - Source of Water
Hole depth- 3 Measured (Actual) water level in hole
Distance between reference level Initial 5', 5 cit
and soil surface + cm Final 6, IS- cm,
Distance from the hole bottom to
k the reference level (D) cm Clock time.
Desired water depth in-hole cm Start saturation
Constafit-head tube setting (d) cm Steady-state reading -
Reservoirs Used. for M6asurement of the Steady -State Flow. Rate
i Flow Measuring Reservoir Only Conversion Factor (CY.) = 20 cm
Both Flow Measuring and -Main. Reservoirs '1/ Conversion Factor (C.F.) = 105*crn�
(To obtain, flow volume .multiply change in water level by the appropriate C.F. from above
i,Clock
'Reservoir
At
Change in
I
Time
Reading
Water Level
h:min
cm
min
cm
7A
q,
77
I 4'�
X
3
213
61
Flow
Volume
cm,
K,'
ca?/min cell cm/h
Average of last three measurements; cm/h. (other units)
COMMENTS:

. .......... ..... . ..... .
10
Average of last three measurements:
COMMENTS:_tJ_ jjk
I
K. a = cm/h
A
(other units)
SAMPLE DATA SHEET
Measurement No. A..�l Conducted by
Location' Jkc
date -.--
Weather Condition
Temperature
Horizon
Source of Water
Hole depth-
cm Measured (Actual} water level in hole
Distance between reference level
Initial cm
and -soil surface
+-4, cm Final cm
Dlstance from the hole bottom to
the reference level (D)
= Cm. Clock time
Desired water depth in- hold (H)
cm, Start saturation 11
Constait-head tube setting (d)
2c1 em Steady-state reading
Reservoirs Used, for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 CM2
Both Flow Measun'ng and -Main. Reservoirs Conversion Factor (C.F.) = 105'em2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above
Clock 'Reservoir At
Change in Flow Q Y
Time Reading
Water Level Volume
h:min cm min
cm cm3 cm/min cm3/h Cm/h
64
J)
2A
I 3,q
f tter 7 koil-
-7, 10
........ ..........
re,
wvn
NA
C.51
10
Average of last three measurements:
COMMENTS:_tJ_ jjk
I
K. a = cm/h
A
(other units)

Measurement No. A V Conducted by
1;-Y­
�Location_ l� - t✓ � t �S 50 t, kt e� , A TPS � Y° i. date 6-?
Weather Condition Temperature FSt t"
Horizona L.� ° (n Source of Water
Hole de th• 1 c;� Measured (Actual) water level in hole
P �
Distance between reference level Initial
and -soil 'surface + cm Final , ti cm
Distance from the hole bottom to C > G
the reference level (D) _ �'� cm Clock time.
Desired water depth in- hole (H) . - cm Start saturation ` t `i <{ry
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 cmc
Both'Flow Measuring and Main. Reservoirs - Conversion Factor (C.F.) = 105*cO
17 (To obtain flow volume multiply change in water level by the appropriate C.F. from above }
Clock 'Reservoir At Change in Flow Q Q
i
Time Reading Nater Level Volume
h:min cm min cm cm, cmc /min cm"/h cm/h
qo 4
q:g-c LI3� t�Z
,
L4 10.10
i
Average of last three measurements: = cmth (other units)
COMMENTS-_. 1) OV4
ice,
.

r.._.._.... _...._.._.. _. ........... .... .._........... .. ..-...
SAMPLE DATA SHEET : ti
Measurement ent No. AIK Conducted by
Location
(� C_ -- c -St -j � . fin' —k. �, /i ` E' l date -1 �
Weather ConditionTemperature 5
Horizon L l e o 0-6- Source of Water
Hole depth- r rani Measured (Actual) water level in hole
Distance between reference level Initial 2 ! 0
and .soli -surface + 1 cm Final _6, o crd
.Distance frbm the hole bottom to. � � = Z.,�, �:►,,
the reference level (D) cm Clock time
Desired water depth in hole (H) - (0 cm. Start saturation i 0 ,� 3 `3 'o"
Constairt-head tube setting (d) - a cm Steady-state reading
Reservoirs Used.for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = Za cm2
Both Flow Measuring and Main. Reservoirs Conversion Factor (C.F.) ; I05*czn�
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
'Reservoir
At Change in Flow
Time
Reading
Water Level Volume
h:min
cm
min cm cm? cOlmin crO/h cm/h
1 1 .9
al
1,
( D ;.11 17 •
4_, l
f I s'3
1,77
V
�w
Average of last three measurements:. cntlh (other units)
COMMENTS:
Esu
res l

ptw II S
Measurement No.
Location sed PAlF A I
W4 i Weather Condition qw4lv C,)#,
Horizon - Cr 159 -
SAMPLE DATA SHEET x
Conducted by
date
Temperature
Source of Water Wed(
Hale depth- Is cm
Measured (Actual) water level in hole
Distance between reference level
Initial 6 cm =
and soil 'surface + cm
Final G cm
Distance from the hole bottom to
v
the reference level (D)—► cm
Clock time
Desired water depth in hole (H) �� cm. Start saturation
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.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 Kj�
Time Reading Water Level
Volume
h:rain cm min cm
cm3 cml/min cm3/h cm/h
(other units)
1.0
.{a
7,9
?% -
Fa•0
3
1,5
7-8
3`f
-
i,Z
,63
4,
I,
Average of last three measurements: K, = cm/h
COMMENTS: - ,� rte..
_, r I E°n U& ' P;k_
(other units)
1.0
.{a
(other units)

(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
Clock 'Reservoir At Change in . Flow Q Q Sae
Time Reading Water Level Volume
h:min cm min cm co
,,I � -9,
...._ ...........
0,
4;SAMPLE
DATA SHEET =
L -0
Measurement No. - Conducted by
Location ! L- L-� S -_S,�wrs�► �� - 1
date
,7
Weather Condition
Temperatum l -
Horizon P> Source of Water.
`-f
!t� F Zb
Hole depth- cm
Measured (Actual) water level in hole
0
Distance between reference level
Initial 4, zK cm
and soil surface + 6 cm
Final cm
Distance from the hole bottom to
12
{
the reference level (D) cm
Clock tune.
Desired water depth in'hole (H) . - 6 cm"
Start saturation 3 `. 3"� � _
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 (CY.) =.20 cmc
Both *Flow Measuring and Main. Reservoirs '2—
Conversion Factor (C.F.) = 145'ce
(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
Clock 'Reservoir At Change in . Flow Q Q Sae
Time Reading Water Level Volume
h:min cm min cm co
,,I � -9,
COMMENTS:
cm3/min cm /h cm/h
(other units)
:3
S .
`-f
!t� F Zb
Average of last three measurements:
COMMENTS:
cm3/min cm /h cm/h
(other units)

As. a J4.9 III (
SAMPLE DATA SHEET
Measurement No'10"4 Conducted by
Location- 6110/1-15-74-Cq: Date
Weather Condition Temperature
Horizon 0=- - "f Source of Water. 1/yU
Hole depth
Distance between i6ference, level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole
Constant -head tube setting (d)
Measured (Actual) water level in hole
Initial 6 cm
FinA cm
Radius of the hole (r) _ cm
Clock time
Start saturation
Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only ".- Conversion Factor (C.F.) = 20 cmc
Both Flow Measuring and Main Reservoirs Conversion Factor (CF.) = 105 crn�
(To obtain flow volume multiply change in water level by the appropriate C.F. from above
Clock
Reservoir
At
Change, in Flow
Time
Reading
Water Level Volume
h:min
cm
min
cm cm3
77
71—
Average of last three measurements: K.,,t
COMMENTS;--
39
J
cm/h
a
Q Q Kat
CM3/Min CM5/h cm/h
(other units)

SAMPLE DATA SHEET
Measurement No.Conducted by ►,f(
Owl Location 64- - L S.0 5 5?-vjbvl � ��' f i� date q -1 1_24
Weather Condition Temperature
Horizon A G Source of Water
Hale depth- cp( Measured '(Actual) water level in hole
Distance between reference level rpt Initial L-1 A �" q 1
i6 • and •soil 'surface + .... s - crn Final 5. brw
Distance firm -the hole bottom to
to
the reference level (D) - � `' • � c Clock trine. -
,�o Desired water depth in- hole (H} - c ii Start saturation 2 ���'^�
Constant -head tube setting (d) = �., j. '- c�Z Steady-state reading
Reservoirs Used -for Measurement of the Steady -State Flow Rate
Flow. Measuring Reservoir Only Conversion Factor (C.F,) = 20 cm2
Both Flow Measuring and Main. Reservoirs '2i Conversion Factor (C.F.) = 105'cm2
1
(To obtain flow volume •multiply change in water level by the appropriate C.F. from above }
Clock
-Reservoir
At Change in
Flow
Time
Reading
Water Level
Volume
h:min
c -m
• min cm
cmc
�v
co/min cm3l11 cmlh
Average of last three measurements:. Imo.= cm{h (other units)
COMMENTS:
G��

loo,
SAMPLE DATA SHEET
Measuremen, Conducted by L1~i
Loca P, Date 6-1q
Wea n G1enr _ > Temperature
Horizon _ a`13®Source of Water. W,P,\1
Hole depth 36 cm Measured (Actual) water level in hole
Distance between re€erence level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (Iij
Constant -head tube setting (d)
Initial cm
+ . q • cm Final 6 cm
Radius of the hole (r) cm
3H cm ► Clock time
cm Start saturation
$ cm Steady-state reading
Reservoirs Used for Measurement of the Steady --State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cmc
Both Flow Measuring and Main Reservoirs - V/,, Conversion Factor (C.P.) = 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 Kt
Time Reading Water Level Volume
h:min cm min cm cm3 cm'lmin cm% cmlh
r�
tq
79
7S
69
6v
�5, 6
5
5
5
3
3
3
3
3
3
16
Average of last three measurements: K,,,, ^ cm/h
COMMENT
39
(other units)

Measurement No.
Location __ 5,at- b P,
Weather Condition r
Horizon —') C_ S8'
SAMPLE DATA SH�Ft,ET
Conducted by SL"
Date 6 -19 -OF
! \t
Temperamm
S6urce of Water_ 0. 1[
! cm Measured (Actual) water level in hole
Initial cm
+ • S • cm Final cm
Radius of the hole (r) cm
i 7 cm } Clock time
6 CM Start saturation
= f 7 cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C,F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Hole depth
Reservoir
Distance between reference level
Change in Flow Q Q K.at
and soil surface
Time
Distance from the hole bottom to
-
the reference level (D)
Desired water depth in hole (14)
r
Constant -head tube setting (d)
SAMPLE DATA SH�Ft,ET
Conducted by SL"
Date 6 -19 -OF
! \t
Temperamm
S6urce of Water_ 0. 1[
! cm Measured (Actual) water level in hole
Initial cm
+ • S • cm Final cm
Radius of the hole (r) cm
i 7 cm } Clock time
6 CM Start saturation
= f 7 cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C,F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Average of last three measurements; K,, = _ cm/h (other units)
COMMENTS:
39
Clock
Reservoir
At
Change in Flow Q Q K.at
Time
Reading
Water Level Volume
h:min
Cm
min
Cm cm CM3/min CM3/h cm/h
337,
3,3
5.
0,9
71
aatb
3
^v,+7
qi
r t'(5 3
3
, q
f7
V \ [
�3
aC 5 [
Average of last three measurements; K,, = _ cm/h (other units)
COMMENTS:
39

Measurement No. r °'
Location {A.<,- L.
.
4 Weather Condition
Horizon
$AMPLE DATA SHEET : x
Conducted by f� h
date !-
Tempemtum S�
Source of Water
F!
Hold depth- iii Measured (Actual) water level in hole
Distance between reference level F, Initial q� c�{n
aiid soil_ surface + cX Final
Distance from the hole bottom to j
the reference level (D) — cr Clock time.
Desires water depth in' -hold (H) - ` 5,m Start saturation 1,3
Constai t -head tube setting (d) _ S ci Steady-state reading
Reservoirs Used . for Measurement of the Steady -State Flow Rate
Flow. Measuring Reservoir On' ly Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and -Main. Reservoirs Zr Conversion Factor (C.F.) = 105* cm2
__.. ...... _. ._..
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
ClockReservoir
At Change in
Flow
Time
Reading
Water Level
Volume
h:min
cm
min cm
cm3
I% 5P)
Is
cm3/min
Q
cm3/h
1, I
Y%I�t
cm/h
F
Km = cmlh (other units)
,
o )
!�
V
1
.0
Average of last three measurements:
I% 5P)
Is
cm3/min
Q
cm3/h
1, I
Y%I�t
cm/h
F
Km = cmlh (other units)

F:�y{
SAMPLE DATA.. SHEET
0
Measurement No. ` �'
i, •�Z Conduce,ted by -V%� }�
Location � C -- 1-4, t,� `� cr%C:`� � T.a� • ` date 0,
Weather Co dition j� 9b� : �. r Temperature
Horizon c 6 Source of Water
Hole depth- (' c� i Measured (Actual) water level in hole
Distance between reference level Initialer qn ,
and -soilsurface + L' ci Final; '�: c ,
-Distance from the hole bottom to
m the reference level (D) cjh -Clock time- -
Desired water depth in'hold cii Start saturation _ d `' `A
Constant -head tube setting (d) Steady-state reading
Reservoirs Used.for Measurement of the Steady -State_ Flow Rate
Flaw Measuring Reservoir Only Conversion Factor (C.F.) = 24 cm2
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 Ks�-
Time Reading Water Level Volume
h:min cm min cm oma cm'/min cmaih. cmfh
.41
q
12
, qy
c6f
,
Average of last three measurements:.
_ cm/h (other units)
COMMENTS:

SAMPLE DATA SHEET
Measurement No.
Conducted by
<
Location date
Weather Condition -,90
Ternpewure
Horizon Source of Water +x 0
Hole depth- Measured,(Actual) water levelin hole
Distance between reference level Initial cam''C­9__,:;..
and -soil 'surface + cW Final c
Distance frbin the hole bottom to
the reference level (D)
Clock ti= .•. .....
Desired water depth in, hold (H) c M Start saturation 1
Constar vhead tube -setting (d) 7 c Steady-state reading
Reservoirs Used ,for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) 20 cm2
Both -Flow Measufing and -Main- Reservoirs Conversion Factor (C.F.) = 105'crr2
(To obtain flow volume 'multiply change in water level by the appropriate C.F. from above
Clock
Reservoir
At Change in Flow Q K�j-
Time
Reading
Water Level Volume
h:min
qM
min cm cm3 crOmin cms/h Cm/h
-7
21.1
1
3 J
Average of last three measurements:.. cm/h (other -units)
COMMENTS:

17
Clock
'Reservoir
At
Change in
Flow Q Q Kx t
Time
`
SlVAPLE. DATA..SHEET
� '�- v k, "
Water Level
Volume
Measurem_ ent No. Conducted by
h:min
cm
min
Locations.- LS��S �,�� s�� 't��
date
k.
Weather Condition
Horizon /� ..�1- 6 Source of Water
Temperature ,-) - 1) '
��Oledepth• c i ' `.:,,,
Measured (Actual) water level in hole
Distance between reference levelInitial
`•' 5 `` chi ��
16
and -son'surface + c.ff
Final 1/9
.Distance from the hole bottom to �>
o
the reference level (D} cm
Clock time
Desired water depth in' hole (H) -� ci.
Start saturation ? '
Constant -head tube setting. (d) _ CO
Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C.F.) = 20 cmc
Both -Flow Measuring and Main. Reservoirs
Conversion Factor (C.F.) = 105'cml
tx
'(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
Clock
'Reservoir
At
Change in
Flow Q Q Kx t
Time
Reading
Water Level
Volume
h:min
cm
min
cm
cmc cmc/min cml/h cmfh
P;0,5
16
o
y f
to
Average of last three measurements: K,. =
crn& (other units)
�=
COMMENTS ; l�1 ;l
c ���
�.,,.l I„ �� i�� �, t; �. (• r.� ���,�✓i ,.
-.._ .a

T -.LE DATA SHEET::;
-..,SA-M
.
Measurement No.•Conducted by
q:
Location
date 9--l 1--0 2
Weather Condition _c.Lai--j
Horizon 0-6 Source of Water
Hole depth-- ev t
Measured (Actual) water level in hole
Distance between reference level
'surface
Initial L11's
and soil + c ,
Final -7[S>
Di.stince from the hole bottom to
y.
the reference level (D) 10
--- P.— C
Clock time
I
Desired water depth in" (H) E chi.
Start saturation ;
, IN
Constaht-head tube setting (d) Li , cin
Steady-state reading
Reservoirs Use - d.for Measurement of the Steady -State Flow Rate
FlowMeasuring Reservoir Only
Conversion Factor (C.F.) = 20 cm2
_Measuring
Both Flow Measuring and Main. Reservoirs
Conversion Factor (C.F.) = 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 Kat.
Time Reading Water Level. Volume
h -.min cm min cm cm,
c/min CM3 /h cm/h
Average of last three measurements:
COMMENTS:
J
q
q•13
3 5
%
K,.
IN
(other units)
q:
0
1i
56 's,
y.
-7A,L
q,
ji
Average of last three measurements:
COMMENTS:
J
q
q•13
3 5
%
K,.
IN
(other units)

req
SAMPLE DATA SHEET
Measurement No. Conducted by l Z d W
Location P(( Ar C �� Date 1436 6,9
+ r� y,
'Weather Condition I Temperature
Horizon 6 � :2 � -_ Source of Water
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
cm Measured (Actual},water level in hole
f Initial cm
+ 4 cm Final �— cm
2, ? Radius of the hole (r) cm
cm i Clock time
- _� cm Start saturation
Z- i cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.P.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At Change in Flow
Time
heading
Water Level Volume
h,min
cm
rain cin cm3
�.r
1 0
,
a7
I.b
3
Average of last three measurements: K., = cm/h
COMMENTS:
39
Q Q
cm3/min Cm3/h
YII.t
cm/h
f
(other units)

II ;x
SAMPLE DATA SHEET
Measurement No.
Conducted by
At Change in Flow Q
Location . Se, -F n �. �-_ 1
Reading
bate 5-30-7,
Weather Condition
cm
Temperature
Horizon �V 1�i- 51.
Source of Water
Hole depth
51._ cm
Measured (Actual) water level in hole
Distance between reference level
3
Initial t cm
and soil surface
+ • 5 cm
Final cm
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
cm
Clock time
Desired water depth in hole (H)
- cm
Start saturation
Constant -head tube setting (d)
= Se 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.F.) = 105 cmx
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At Change in Flow Q
Tune
Reading
Water Level Volume
h:min
cm
min em cm, cm'/min cm3/h cm/h
3
1
37.
(,3
q
Average of last three measurements: Ks, = cm/h (other units)
COMMENTS:�a
39

rr �r
SAMPLE DATA STREET
Measurement No. Conducted by _ _ L
Location _ - Ser-, F Pit IF( g Date 5 o 30 O
Weather Condition Cunni Temperature
Horizon B 1Source of Water GiAq
�7
Hole depth 18 cm Measured (Actual) water level in hole
Distance between reference level Initial .6
cm
and soil surfAce + • 5 cm Final ` cm
Distance from the hole bottom to Radius of the hole (r) cm
the reference level (D) _.3 cm Clock time
Desired water depth in hole (H) - 6 cm Start saturation
Constant -dead tube setting (d) _ 1'7_ cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C,F.) = 20 cm2
:Both Flow Measuring and Main Reservoirs - y' Conversion Factor (C. -F.) = 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
Nmin cm min cm cm3 crn3lmin CM3 1h cm/h
.Average of last three measurements; K5 cmfh (other units)
COMMENTS:- arc Sr,,Y,J
39

It r-1
Average of last three measurements: K&, cm/h (other units)
COMMENTS:
39
qiS
SAMPLE DATA SAEET
Measurement No. _
Conducted by
��;-�
Date
Feather Condition y.,�n,)v
Temperatute
Horizon aM--a ' C:�{ -
Source of Water
Hole depth
cm Measured (Actual) water level in hole
Distance between reference level
Initial cm
and soil surface
+ • 5 cm Final cin
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
— 60 cin j Clock time
Desired water depth in hole (H)
- ( cm Start saturation
Constant -head tube setting (d)
21 cm Steady-state reading
Reservoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C.F.) - 24 cm2
Both Flow Measuring and Main
Reservoirs _ �/ Conversion Factor (C:F.) = 145 cm2
(To obtain flow volume multiply change in water level by the appropriate CF. from above )
Clock Reservoir At
Change in Flow Q Qa:
Time Rea„dig,
Water Level Volume
h:min inin
crn cm3 CmI/Min cm3/h cm/h
S7 p J
5-�• .3,g, 9
et .9
4
yy; 0.!
�
�� iu,►
y
-----
Average of last three measurements: K&, cm/h (other units)
COMMENTS:
39
qiS

SAMPLE DATA SHEET[`
Measurement No. _ �. Conducted by -TL
Location 5,cc. F i'; Date 5-30 •©R
Weather Condition Su,,nt,,4 Temperature
Horizon _ :)'7 - 3 Source of Water
Hole depth 33 cm Measured (Actual water level in hole
Distance between reference level Initial cm
and soil surface + • r{ • cm Final, cin
Distance from the hole bottom to Radius of the hole (r) cm
the reference level (D) — 3? cm Clock time
Desired water depth in hole ( - �_ cm Start saturation
Constant -head tube setting (d) _ _ 31 cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C, F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At Change in blow Q Q Kms,
Time
Reading
Water Level Volume
h:min
Cm
min C111 co CM3/Min cin3/h cinch
qq
-'�t{I_
36,6
4
1
r
�r a
Q-5 1
2-71
6r
s�
7a
►t,i
3
7
Average of last three measurements: fax = cmlh (other units)
COMMENTS:
i'C. �� t A- 3
39

SAMPLE DATA SHEET
Measurement No. Conducted by 'S L l°4
Location Sec- F Pti F2 Date 9•-17--o
Weather Condition V,, t+l, Temperature
.Horizon Cr Source of Water _ V24
Hole depth -- - --• cm Measured (Actual) water level in hole
Distance between reference level Initial 6 cru
and soil surface + • 5 cm Final cm
Distance from the hole bottom to Radius of the hole (r) cm
the reference level (D) —` cm r Clock time
Desired water depth in hole (H) - & cm Start saturation
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'
Boih Flow Measuring and'Main Reservoirs L V Conversion Factor (C.F.) = 105 cmc
(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 cm3 cm3 /min cm3/h cm/h
39161
RL351,0
�,
'9U> ` U
;t��
�r
:a, A
'70 q0
° 31
s
r6
Average of last three measurements: Ksa t = cm/h (other units)
COMMENTS: /. ,/ !U !
t)dVd iN e'Y! COCl.+ !7 ,sbX.!Q
�3.0-167 K .69 - SI,50'7b r1
I.,a
39161
I.,a

I
3o ,76
Measurement No.
Location r Location 5�
Weather Condition
Horizon
SAMPLE DATA SHEET
Conducted by : LH
• date i - t?-
TemperaM
Soume of Water -0,0
Hole depth- . 0 cm Measured (Actual) water level in hole
Distance between reference level - Initial 5 A cm
and soil surface + 7 cm Final S cm
Distance from the hole bottom to
the reference level (D) cm Clock time
V Desired water depth in hole (H) - cm Start saturation t �-
Constant-head tube setting (d) I cm Steady-state reading '137
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only ,., , Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs , Conversion Factor (C.F.) = 105'ce
'(To obtain flow volume multiply change in water level by the appropriate C,F, from above )
Clock
-Reservoir
At
Change in Flow Q Q Kv�
Tune
Reading
Water Level Volume
h:mm
cm
min
cm cmc cmc /min cm1/h cm/h
�00
t
At
.�...,I
tL t
is
( I f
r. � 5
3 8, G
.....1
,i
�U
r- Average of last three measurements: Kw _ cm/h (other units)
Li CDS:

�Wej ; I�0G
Measurement No. _
Location 5�
Weather Condition —
Horizon U
SAMPLE DATA, SHEET
Conducted by �SL Vl
Date (- -17-o g
Temperature
'®
Hole depth.
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
3
Constant -head tube setting (d)
3$ cm Measured (Actual) water level in hole
u Initial cm
+ t Ctil Final cm
Radius of the hole (r) cm
— cm Clock time
t7 cm Start saturation
3Ca cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring. Reservoir_ OnlyConversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs . V1 Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.P. from above )
Clock Reservoir At Change in Flow
Time Reading Water, Level Volume
h:min cm min cm cm3
Iq
Q Q
cin'/Min cm3/h
j.
-
..... ......
3
27r 5"
f,
Ab"
____
,q
J�
11.5,
11. S
Average of last three measurements: KSat = cm/h
COMMENTS:2.0 K rU�< %
IKZJ = 10 ,X ` (tz
�,Q8 K'tt(
. Gq ,&3 x .(.2 =
g2.gZ x .Ir) _ 4 W,1,q ,,.
Q Q
cin'/Min cm3/h
OR
crnlb
(other units)
i
7,3Z 71C Z� 21k 1�
-
..... ......
.. __......... __. _ ... , .
OR
crnlb
(other units)
i
7,3Z 71C Z� 21k 1�

r 23
Clock
Reservoir
L
Change in
Flow Q Q K,�
.,
Aoj6t lids
SAMPLE DATA SHEET t
Reading
Measurement No. Conducted by :S
-
Volume
Locatione_ 'F, Pei--- U
date 6-10-03
cm
Weather Condition ?at?",/ ON 1A A.
Tanp=hn
cm3 cm3/min cm /h cm/h
Horizon lL 1P--- 18 -Source of Water %�k
on s++e
Hole depth- ) 9 cm
Measured (Actual) water level in hole
Distance between reference level
Initial cm
- and- soli surface + cm
Final cm
LIMA
Distance from the hole bottom to
r.,
j
the reference level (D)cm
�-
Desired depth in hole
Clock time
Start
Lj
water (H) ,_..�. ._ cm
saturation
Constant -head tube setting (d) Cm
Steady-state reading
3 IS
Reservoirs Used for Measurement of the Steady -State Flow Rate
81
Flow Measuring Reservoir Only
Conversion! Factor (C.F.) = 20 cm'
Both Flow Measuring and Main. Reservoirs
Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F..from above )
3T`S; o, g k )Or
Clock
Reservoir
At
Change in
Flow Q Q K,�
.,
Tuna
Reading
Water Level
Volume
f
h.min
cm
min
cm
cm3 cm3/min cm /h cm/h
3 IS
81
3
_25-
unj
7q
Ac,% s
r
v,
7
r f , 7
Ire
Average
of last three measurements:=
cn)h' «;_ :3:::......_ (ether units)
3T`S; o, g k )Or

a
Measuremen No.
Location !�i� M
Weather Condition
Horizon 0 r
SAMPLE DATA SHEET
Conducted by J
e-6 3f .(lr A�r7inn
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
Source of Water
Date
Temperature
cm Measured (Actual) water level in hole
Initial OW
+ cm Final c
Radius of the hole (r) cm
cm Clock time
cm Start saturation
em Steady-state reading
Reservoirs Used for Measurement of the Steady -State. Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C,F,) = 20 cta2
Both Flow Measuring and'Main Reservoirs7C �� r Conversion Factor (C.P.) = 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 K�,
Time
Reading
Water Level
Volume
h:min
cm
min
cm
Cm3
cm3/min
celh cm/h
S`99
31tt
t
0 e.�
30, f
f
t r-7
f
q
1
1,t 7
•�a
���s
1
i7
13
it-itu7
1
1
Average of last throe measurements:
Ksat =
cmlh
(other units))
•
�iwt � rv�� ;
5_4 d ` v6& 4-t-,
°, Zt 39

Measurement No.
Location. ��-
.:. Weather Condition po l A lk/ J U
Horizon 2.E�1
SAMPLE DATA SHEET
Conducted by 70
date h-10~- oV
Tempmaun
Source of Water 6 y Ltr_
Average of last three measurements: K,. = — cm/h
t�
iy.
(other units)
Hole depth-
3(. cm
Measured (Actual) water level in hole
Distance between reference level
Initial G cm
and soil surface
+ 3 cm
Final (0 cm
Distance from the hole bottom to
the reference level (D)
— . 1 cm
Clock time
Desired water depth in hole (H)
- 6 cm
Start saturation
Constant -head tube setting (d)
= 3 21� cm
Steady-state reading
Reservoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion' Factor (C.F.) = ZQ crnz
Both Flow Measuring and Main.
Reservoirs t/
Conversion Factor (C.F.) = 105cre
(To obtain flow volume multiply change in water level by the appropriate C,F, from above }
Clock 'Reservoir At
Change in Flow
Q Q K,;
Time Reading
Water Level Volume
h:min cm min
cm cm3
cmc /min cml/h cm/h
-9. 3°#,L �
l
_
b�� 3 s
t 1
34 7
4
Average of last three measurements: K,. = — cm/h
t�
iy.
(other units)

e
e
RJef 1161
Measurement No.
Location _ !S�4. F q,14' a
Weather Condition %als, 1 "A
Horizon aC 1 60' (,G .,
SAMPLE DATA SHEET
Conducted bar° K
date-'
empei'azzure
Source of Water
Hole depth- cm Measured (Actual) ' Wer level in hole
Distance between reference level Initial : cm
and soil surface + 7i: cm Final cm j
Distance from the hole bottom to
Average of last thme. measurements: K,, _ cm/h(other units)
- :..COMMwrS-.3 94�
the reference level (D)
13 cm Clock time
Desired water depth in hole (H)
- 6 cm Start saturation
Constar t -head tube setting (d)
= � cm Steady-state reading
Reservoirs Used for Measurement of the Steady -Stag Flow Rate
Flow Measuring Reservoir Only
_�Conversion Factor (C.F.) w 20 cm'
Both Flow Measuring and Main Reservoirs � Conversion Factor (C.F.) = 105' ce
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock 'Reservoir At
Change in Flow Q ¢ K,�
Time Reading
Water Level Volume
h:min cm min
cm cm3 cm3/min cm3/h cm/h
141� !fie � ��"
�'��-
�.31.7
3, 5
7 -27j S
3,
5
?. q
. r q 5
311
Jd3
s JS --a 97
tom-
`i
5
Average of last thme. measurements: K,, _ cm/h(other units)
- :..COMMwrS-.3 94�

R.M. Il SAMPLE DATA SHEET A
Measurement No. Conducted by
Location Ste- �_�, G-7 date
Weather Condition P6"Aly Cle-mAx Temperature___.___._
Horizon `ix&La, 3a°- 36Source of Water e:(l OA
Hole depth- cm Measured (Actual) water level in hole
Distance between reference level Initial 6 cm
and .soil surface + 3 cm Final cm
Distance from the hole bottom to
the reference level ('D) 3` cm Clock time
Desired water depth in hole (H) - (P cm Start saturation
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 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105'ce
(To obtain flow volume multiply change in water level by the appropriate GF, from above }
Clock
Time
h:min
9q
Reservoir
Reading
cm
43-9
`# 1_?
qj,?
40,9
31,
• 38.©
At Change in Flow
Watef" Level Volume
MM cm cm3
NO
Q Q Kj�
cm3/min cm3/h cm/h
Average of hast three measurements: Kw = cm/h (other units)
COMMENTS: !,2 Atilk 5' .; 26.24 512, x ktV5 ltlj!° 2
r,
Average of hast three measurements: Kw = cm/h (other units)
COMMENTS: !,2 Atilk 5' .; 26.24 512, x ktV5 ltlj!° 2

8
IviJel SAMPLE DATA SHEET
Measurement No. Conducted by 5 L
Location mac- F Pit- G - date la
Weather Condition r4rft() C61.t Temperature
Horizon 'D C 6o'= (W" Source of Water weld do s fie
Hole depth- cm Measured (Actual) water level in hole
Distance between reference level initial b cm
and soil surface + 10 cm Final cm
Distance from the hole bottom to
the reference level (D) f c em Clock time
Desired water depth in hole (Hj - cm. Start saturation
Constanvhead tube setting (d) IO 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.F.) = 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 Ks;
t,
Tune Reading
Water Level
Volume
h:min cm min
cm
cm3 cm3/min
cm/h cm/h
f�
5�1
i•�t;�
..
it
bq
43,7 S
019
I
iq11yffa.� s
1
b,
t.
I'i
!-:tom `� + S
0.7
o5
10
Average of last three measurements: K. =
cm/h
(other units)
COMiM "3 \ i S: o 6i ' +
6)'J'11 i" i
t I �i v r� %} b f 1 i
3' f j i } ' `�' i 0 bl10
(, b'L '5t f . do x q'O
ti - .t1
0 e

OAJ
SAMPLE DATA SHEET
Measurement No. ,.r,;,_ _ Conducted by
!' Location Pf f B -`� Sec ' date Jf 99
Weather Condition TCMP==--------
ti Source of Water
Holt depth- cm Measured (Actual) water level in hole
Distance between reference level initial , cm -
and soil surface + cm Final cm
Distance from the hole bottom to
the reference level (D) _ ___.___ cm Clock time
t Desired water depth in hole (H) cm Start saturation
Constant -head tube setting (d) cm Steady-state reading
Reservoirs Used for Measurement of the Study -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cm'
Both Flow Measuring and "Main Reservoirs. Conversion Factor (C.P.) = 105 cm'
(To obtain flow volume multiply change in water level by the appropriate C,F, from above
Clock "Reservoir & Change in Flow Q Q
9
Water Level Volume
cm cn?
h'
J.
/, 6
A6
Average of last three measurements: K = cmlh
CO11+Il1+lEN'i"S: Sx}��,,�,..��.; jvf a r��,)L_I- L
7 k" Ito
cm'/min cm3lh cmih
(other units)
Time
Reading
h:min
cm
min
3
`
� 1
57
l•� ..
9
Water Level Volume
cm cn?
h'
J.
/, 6
A6
Average of last three measurements: K = cmlh
CO11+Il1+lEN'i"S: Sx}��,,�,..��.; jvf a r��,)L_I- L
7 k" Ito
cm'/min cm3lh cmih
(other units)

r
ia:.�
,."RI
1
f
SAMPLE DATA SHEET
Measurement No,
naducted by ) ,„ �
Location ' T...,.., °
date �
Weather Condition
Te npemiture
%1k,J'
Horizon 7-53
Source of Water
Hole depth-
cm Measured (Actual) water level in hole
Distance between reference level
Initial C cm
%
and soil surface
+ cm Final cm .
Distance from the hole bottom to
J
the reference level (D)
cm Clock time
Lk
Desired water depth in hole (H)
- .� , cm. Start saturation
x
Constant -head tube setting (d)
,
- cm Steady-state reading
Reservoirs Used for Measurement
of the Steady -Stats Flow Rate ,
Flow Measuring Reservoir Only
__ Conversion Factor (C.F.) 20 cm2
Both Flow Measuring and Main.
Reservoirs Conversion Factor (C.F.) = 105* cm2 {
,ane,
(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
Clock Reservoir At
Change in Flow Q Q Kv�
Time Reading
Water Level Volume
Average of last three measurements;othor
cmlh
h:min cm min
cm cm3 cm2 /min cros/h cm/h
'--
%1k,J'
44
3
€
7,
J iJ
.'�'R -
!J�
,ane,
Average of last three measurements;othor
cmlh
units)
.,
i1' �° r3./.�J
COMMENTS:-
ll�r,1. 'i :' `1I .�+C' A`+ ff f C'A
1 '• (.. �t.... i'' �.��� 1F
{J��

1 --nm
,L'o
oO
SAMPLE DATA SHEET
Conducted by
,.,,L__J--Measurement No. 1\JAW
Location
Weather Condi i n cs2L- Pate —1 -'t
Itiq
Temperature 7 S"
Horizon 8ource of Water
y.
AN
Hole depth level cm Measured (Actual) water le I in hole
Distance between reference level
Initial 11
and soil surface + '110 cm Final cm
1;
cm
Distance from the hole bottom to
Radius ofthe hole (r)
the reference level (D) cm Clock time
Desired water depth in hole (H) 6; cm Start saturation jj-', - l V"
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 CM2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105 CM2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above ) -
Clock
Reservoir
At
Time
Reading
h:min
cm
min
*1 : og-
0.S
S-1-3
-3s10
3
t
I :'q()
Iii"
21
Average of last three measurements:
COMMENTS:—f 1)
Change in Flow,
Water Level Volume
cm eml
K.t = — criVh
39
6"'
Q Q K..t
cm3/min cm3/h cmJh
1-4 + MA..
(other units)

Biu ,...,..
jy SAMPLE DATA SHE
ET
Measurement No. aoo WV Conducted by
Location A Cr t,�t.t�,
_
��(; �.,
Date —L-, -C�
-1'7
Weather Condition
Horizon ' C+r A, Al, �q --(VO, `
i�,
,; r
e��m�
ource of Water
Water Level
mac.
h:min
cm
;Hole depth' 1, 1,�� .�,
Distance be tween reference level
cm
Measured (Actual) water level in hole
and soil surface
+ ; q. � cm
Initial , D cm
Final a D' cm
" Distance from the hole bottom to
l
r
Radius of the hole (r) L, c
the reference level (D)
_ cm
Clock time
Desired water depth in hole (H)
-� cm
Start saturation
Constant -head tube setting (d)
= ix2 . cm
Steady-state reading
a
Reservoirs Used for Measurement of
,
the Steady -State Flow
Rate =
Flow Measuring Reservoir Only --L--
Conversion Factor (C,F.) = 20 cm2
Both Flow Measuring and Main Reservoirs
Conversion`Factor (C.F.) = 105 cm2
away
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At
Change in
Flow, Q Q Kat
Time
Reading
Water Level
Volume
h:min
cm
min
cm
cm cmc /min celh cm/h
15w
2.,�f..
6
Average of last three measurements:-
Ks , =
cm/h (other units)
(,� lo
39

i
e;
::.:. Measurement No.
SAMPLE DATA
Conducted by -
Date -,,2- _-6 ;
Temperature
Measured (Actual} g�rrater level in hole
�
Initial l cm
Final � 6 cm
Radius of the hole (r) cm
Clock time
Start saturation
Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only �, Conversion Factor (C,F.) = 20 cm2
Both Flow Measuring and'Main Reservoirs Conversion Factor (C.P.) = 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 i
at
Time Reading Water Level 'Volume
'W h:min cm min cm cm cO/min cOlh cm/h
1,7
13 6 Vb I
/,7
Z� 33,b
�r g
6 -----
�
a.00 3
Average of last three measurements:
$ Ksat cm/h (other units)
„ , COMMENTS:
Location
Weather Cond'tion
Hrorizon Q''
Source of Water
Hole depth
cm
Distance between reference level
.>.
and soil surface
+ cm
raw
Distance from the hole bottom to
the reference level (D)
Cm
Desired water depth in hole (H)
- cm
Constant -head tube setting (d)
cm
Date -,,2- _-6 ;
Temperature
Measured (Actual} g�rrater level in hole
�
Initial l cm
Final � 6 cm
Radius of the hole (r) cm
Clock time
Start saturation
Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only �, Conversion Factor (C,F.) = 20 cm2
Both Flow Measuring and'Main Reservoirs Conversion Factor (C.P.) = 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 i
at
Time Reading Water Level 'Volume
'W h:min cm min cm cm cO/min cOlh cm/h
1,7
13 6 Vb I
/,7
Z� 33,b
�r g
6 -----
�
a.00 3
Average of last three measurements:
$ Ksat cm/h (other units)
„ , COMMENTS:

14046
SAMPLE DATA SHEET
Measurement No. Conducted by
Location �- i' fi} N G Date - (B -08
Weather Condition CleAY' Temperature
Horizon Cr e? -95 Source of Water We.
`13 cm Measured (Actual} water level in hole
Initial 6 cm
+ cm Final cm
Radius of the hole (r) cm
cm t Clock time
cm Start saturation
= cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cmc
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
Hole depth.
At
Distance between reference level
a
and soil surface
Reading
Distance from the hole bottom to
'
the reference level (D)
h:min
Desired water depth in hole (H)
min
Constant -head tube setting (d)
`13 cm Measured (Actual} water level in hole
Initial 6 cm
+ cm Final cm
Radius of the hole (r) cm
cm t Clock time
cm Start saturation
= cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cmc
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 Kit
Time
Reading
39
Water Level
Volume
h:min
cm
min
cm
cm cm3 /mien cm% crn/h
50
S.
UO
r u %O
37
S
90
-3 2,
5
�.
a5"
21,o
r
'7,v
00 q0
'2'41
$'
2,�
�y.�
2Y� O
-C
o`Zrq
? � 0.1
0,3,9-
t
O',,e
�,7a7
61.5
3$ 92?
t
Average of last three measurements, �$t -
cm/h (other units)
C0MMENTS•_
0,5 � l a - ;fit -'�Zt ' �a
40 O's -
a .S
39
A
0,5 � l a - ;fit -'�Zt ' �a

-
SAMPLE DATA SHEET
Measurement No.Conducted by ^ .
Locatifln �, � � date 7-2&.
Weather Condition .Esr&
ell¢ Temperature f.�-i
Horizon _C � << _� Source of Water V.411
COb94 NTS:
Hole depth-
a cm
Measured (Actual) water level in hole
Distance between reference level
f
Initial 5 c'.
• and soil surface
+ cm
Final b r cm
Distance from the hole bottom to
the reference level (D)
= 3 cm
`�
f
Clock time I
Desired water depth in hole
p (F�
- cm-
Start saturation
Constant -head tube setting (d)
cm
Steady-state reading
,;ani
_
,r) .. .•�'�...,#-a
r-
Reservoirs Used for Measurement
Flow Measuring
of the Steady -State Flow Rate
Reservoir Only
Conversion Factor (C.F.) = 20 cm"
J
Both Flow Measuring and Main
Reservoirs
Conversion Factor (C.F.) : I05•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 �
Tune Reading
Water Level Volume
�
h:mug cm min
cm cm3
cin3liniIl CIn3%h CmCh
b
r� i ii pFM'
x_73 -7
i
r=3i
Average of last three measurements: K. _
cm/h (other units)
COb94 NTS:

SAMPLE DATA SHEET
Measurement No. 6 ' Conducted by W r l
Location. k� •r� ����z t..�., , E` Date I`% -e`
Weather Condition t ev-1,�.�.E pe tum
Tem ra
Horizon - C r r'.5.i Source of Water _--
(-�;
Hole depth cm Measured (Actual) water level in hole
Distance between reference level Initial � � 1 cm
and soil surface + em Final fir F F. cm
Distance from the hole bottom to r Radius of the hole (r) s em
the reference level (D) _ `�� cm Clock time
Desired water depth in hole (H) -� cm Start saturation # : 0-<?
Constant -head tube setting (d) =~cm Steady-state reading
4� A�at_f
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only _J_ Conversion Factor (C,F,) = 20 cm2
Both Flow Measuring and Main Reservoirs 7— Conversion Factor (C.F.) = 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
Time Reading eater Level Volume sac
h:min cm rein cm cm2 cm3 /min cm3/h cm/h
a..
F
.Average of last three measurements:- K., = cm/h
COMMENTS:
39
(other units)

1'�3ry�
5�
of(/
5r?cr
30,7v .
SAMPLE DATA SHEET
Measurement No.
Conducted by .
Locationdate -
7 -- ►7- ®-?
LA
Weather Con don
Temp
Horizon 66 ` ?Lt
Source ofWater _1Jd1i
f1�
Hole depth-
cm Measured (Actual) water level in hole
Distance between reference levelInitial
cm
• and soil surface
+ 5 cm Final Y cm
Distance from the hole bottom to
the reference level (D)
cm Clock time
$�
Desired water depth in hole (H)
- cm Start saturation 38
Constant -head tube setting (d)
— X0 cm Steady-state reading 41
Reservoirs used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
_�Conversion Factor (C.F.) = ZO cml
Both Flow Measuring and Main
ReservoirsConversion Factor (C.F.) = 105*cm
k�
(To obtain flow volume '.rnultiply change in water level by the appropriate C.F. from above }
Clock 'Reservoir At
Change in Flow
Time Reading
Water Level Volume
h:min CIA min
cm CM3 Cm3/mill cm/h cm/h
qq, 6
Jl 9
31's 1.
1(6
377
.�.-.
r-=,'
Vii.• E. 3. o�y
1t
ar�
�)1q
.�.....,._ .., �+�.�
AA
a7• q
Average of last three measurements: Yw _ cm/h (other units)
d
COMMENTS:
5�
of(/
5r?cr

PAN
r, &
57
it
03 I,q
SAMPLE DATA SHEET
Meauremont No.
Conducted by
Location f'r,+ FA, 4- :T�,3
date
Weadw Condition
Tempffalure
Horizon
Source of Water, 0,,)/
Hole depth-
cm Measured (Actual) water level in hole
Distance between reference level
Initial cm
, and soil surface
+ cm Final cm
Distance from the hole bottom to
the reference level (D)
cm Clock time
Desired water depth in hole
cm Start saturation
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.F.) = 105. cm.2
(To obtain flow volume multiply change in water level by the appropriate C,F. from above
Clock -Reservoir At
Change in Flow Q Q K�
Tune Reading
Water Level Volume
h:min IQM min
cm cm3 cm/min cm"/h cm/h
r, &
57
it
03 I,q

NUJ 1446 SAMPLE DATA SHEET
Measurement No. Conducted by
Location rc. jr" 1 i Date 6 -16 -C-R
Weather Condition cur Temperature
Horizon Cr ' Source of Water We. i
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
D7 cm Measured (Actual) water level in hole
Initial cm
+ 5 cm Final 5 cm
Radius of the hole (r) cm
3.Q cm Clock time
b cm Start saturation
C" cm Steady-state reading
Reservoirs Used for Measurement of the Steady-state � low Rate
Flow Measuring Reservoir_ Only Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )'
Clock
Reservoir
At
Time
Reading
cm3
h:jAm))in
cm
min
ej- l
W1•
39
5
.. -
'
.... . .....
..._
�2. ;
35.5
• �
;M 7
��
�3•fl
is
a°1
31, a
r.
3
30, 3
Average of last three measurements:
Change in
Flow
Water Level
Volume
till
cm3
M_
301I
Y_.aY = cm/h
cm'/min cm3/h
cm/h
(other units)
8
--1,7
1
y1 I4
6, �r x r v.� : �(y, .S'�� = �`1.s"XGr� -• :5�7p,r, ooc�#i
y►ayr2,sy : 1,9��ztf- ����x,�,z� �8��� xr��
3r
a7� f
3rd,
1 -
o,7
39
5
.. -
'
.... . .....
..._
8
--1,7
1
y1 I4
6, �r x r v.� : �(y, .S'�� = �`1.s"XGr� -• :5�7p,r, ooc�#i
y►ayr2,sy : 1,9��ztf- ����x,�,z� �8��� xr��

(To obtain flow volume multiply change in water level by the appropriate, C.F. from above )
Clock
Reservoir
At
Change in Flow Q Q
SAMPLE DATA SHEET
Measurement No.
Conducted by
J r) w "
Location s h S e c s
cm
date /
Weather Condition
98
Temperature
Horizon
Source of Water
73
Hole depth-
3 a cm
Measured (Actual) water level in hole
Distance between. reference level
S
Initial cm
and soil surface
+ cm
Final cm
Distance from the hole bottom to
the
reference level (D)_
cm
�- �
Clock time
Desired water depth in hole CH)
cm
Start saturation
Constant -head tube setting {d)
= 5 cm
Steady-state reading
R6servoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir OnlyConversion
Factor (C.F.) = 20 cmc
Both Flow Measuring and Main.
Reservoirs ,�
Conversion Factor (C.F.) = IOS'cml
(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
h:min
cm
min
cm cm3 cm3 /min cm3/h cm/h
98
q5.?
73
.7
73
Average of last three measurements: Kr : crnih
(other units)

SAMPLE DATA SHEET
Measurement No. Conducted by
Location PIT- -J-- (v , Irl oN r Date ` " t -- T
Weather Condition 5 W. tQq Temperature e - `vo" r -
Horizon © - 6 v Source of Water . e -+-r V
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (13)
Constant -head tube setting (d)
Measured (Actual) water level in hole
Initial 6 1 h
+ i Final^461- 1' 1A
Radius of the hole (r) ODE t ►"a
f Clock time
- - Start saturation
= ]`� Ow Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C,F.) = 20 cO
Both Flow Measuring and Main Reservoirs - . — Conversion Factor (C.F.) = 105 cmc
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
A.
At
Change in
Flow Q Q Kt
Time
Reading
6, a
Volume
SAMPLE DATA SHEET
Measurement No. Conducted by
Location PIT- -J-- (v , Irl oN r Date ` " t -- T
Weather Condition 5 W. tQq Temperature e - `vo" r -
Horizon © - 6 v Source of Water . e -+-r V
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (13)
Constant -head tube setting (d)
Measured (Actual) water level in hole
Initial 6 1 h
+ i Final^461- 1' 1A
Radius of the hole (r) ODE t ►"a
f Clock time
- - Start saturation
= ]`� Ow Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C,F.) = 20 cO
Both Flow Measuring and Main Reservoirs - . — Conversion Factor (C.F.) = 105 cmc
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At
Change in
Flow Q Q Kt
Time
Reading
Nater Level
Volume
h:min
cm
min
cm
cm3 cm3 /min cm3 /h cm/h
0 0 6
cl3, q
l
Oslo
tf p, 9
�
r.2
v;a
5-
s.s
2-
f).2-��
22.3
2
3• j
013D
13, 2..
d; 32-
,o. 1
2-
1
;q:
Average of last three measurements:
K,, =
cm/h (other units)
COMMENTS:
39

f -
I�
Average of last three ramurements: K., _ cm/h (other units)
{
SAMPLE DATA SHEET
Measurement No.
Conducted by ��/
F
Location ( S� C_
G
date 111 bg
Weather Condition
TanP==
Horizon b-- 7 1
Source of Water.
Hole depth-
`: cm Measured (Actual) water level in hole
Distance between reference level
Initial cm
and Soil surface
+ cm Final cm
Distance from the hole bottom to
.
the reference level (D)
_ cm Clock time
Desired water depth in hole (H)
- (n cm, Start saturation
Constant -head tube setting (d)
— ( cm Steady-state reading
Reservoirs.,. Used for Measurement
of the Steady -Stage Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C.F) = 20 cm2
Both Flow Measuring and -Main.
Reservoirs .,., Conversion Factor (C.F.) = 145*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 Kv
Time Reading
Water Level Volume
h:Ink cm min
cm cm3 cm3/min cm3/h cm/h
3ell
E
I�
Average of last three ramurements: K., _ cm/h (other units)
{

SAMPLE DATA SHEET
Measurement No. Conducted by
Location ..,. �� i 0 S �� , jf date a
Weather Condition Temperatum
Horizon Source — $___._ Source of Water.
Hale depth cm Measured (Actual) water level in hole
Distance between reference level .� Initial cm
and soil surface + cm Final cm
Distance from the hole bottom to
the reference level (D) — 5 cm Clock time
Desired water depth in hole (H) r _ cm. Start saturation
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 c1n2
Both Flow Measuring and Main. Reservoirs_ Conversion Factor (C.F.) = 1051cm'
(To obtain flow volume multiply change in water level by the appropriate C,F, from above )
Clock
'Reservoir
At
Change in Flow Q Q K,,
Time
Reading
Water Level Volume
h:min
cm
min
cm co cm3/min cm31h cm/h
ct q
Lf7 f
39,E
7-y
-77
tt
75
I �,
.G
73
jq, 3
`7
7,7
71
N. t�
a
�
Average of last three measurements:
COMMENTS-.jj L- 0. c�e-
cmlh
(other units)
r iUi'SALOO
lA7_ s-'3 !:"r7 X t n
1171Ae

�3
SAMPLE DATA SHEET -
Measurement No.
Conducted by, 2 W
Location
date �.
Weather Condition
Temperature
r
Horizon �� r " 7
Source of Water
i
Hole depth-
cm Measured (Actual) water level in hole
Distance between reference level
Initial$ cm
°
and soil surface
+ cm Final A cm
Distance from the hole bottom to
the reference level (D)
– cm Clock time
Dam water depth in hole
p
- / cm, Start saturation
Constant-head tube setting (d)
– /7 cm Steady-state reading
Reservoirs Used for Measurement
of the Steady-State Flow Rate
Flow Measuring Reservoir Only
- / Conversion Factor (C.R) = 20 cml
Lki
Both Flow Measuring and "Main.
Reservoirs ✓ Conversion Factor (C.F.) = 105'=-2
r
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock "Reservoir At
Change in Flow Q Q K,�
17
Time Roading
Water Level Volume
h:min cm min
cm cm cm3 /min cm3lh cmih
L15,5
>�s lY S
7-7
M4
/1
7d.
76 Ja.�
,-7
77 lo b a
,
Average of last three measurements: K. = cmlh (other units)
COMM]WTS:
�✓ 6i t i 7i �i �1 !t t 0 G+
l`�a.{ r G✓Ni I
II
3
a:
A
,t

MLJ
Measurement ' j
Location I`� 1�- -
Weather Condition Nr
Horizon. ©"
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (LD)
Desired water depth in hole (H)
Constant -head tube setting (d)
SAMPLE DATA SHEET
Conducted by
- '- ��'�
5� GT�! c�� �'
Date � - � /_—z
-N
Temperature
Sourceof Water
Gly
b
min
h
Measured (Actual) vyater level in hole
+,. n
Initial b w=' i ✓�
Final vqP
�3
Radius of the hole (r)- - . iv)
Clock time
- _ s h
Start saturation
t i n
Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only X Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At
Change in Flow
Time
Reading
Water Level Volume
h:min
C'm
min
cm cm3
o ;D;3a
0"1 1$00
40, Z;063®.
©�.�
(? P{ 0
(��
q14. `f-
ry2.
`- 5
v:6' 0
1,9
CM3/Min cm3/h cm/h
Average of last three measurements: K,,, - cm/h (other units)
COMMENTS:
� .• u�, l ea of:- q_,Lo T q 40 (A G
39 J 0 / 9 IA41
J

SAWLE DATA SHEET
Measurcment No.
Conducted by
Location &. F ? + Vd
date
Weather Condition PitiU1 .
T'emperatam
Horizon B « -,o
Source of Water
Hole depth-
cm Measured (Actual) water level in hole
Distance between reference level.
Initial cm
• and soil surface
+ a cm Final cm
Distance from the hole bottom to
the reference level (D)
9 cm Clock time
Decd water depth in hole (H)
- cm- Start saturation
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 V Conversion Factor (C.F.) = 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 K,�
Time Reading
'Mater Level Volume
h:mm* cm min
cm CO cm3/min cm3/h cm/h
2 t1a , 7
--�---
17 3o, 6
317, 0
35-i 1�
�`` �.r. .........r��
3
1
�....,,
Average of last three measurements: K,. = crn/h (other units)
.4j gY{so rrl1�
COMMENTS: I, X i Q 111 X . 00 P 3
3 Y. u'l Vel,6 , la
i

WOO
SAMPLE DATA SHEET .•t
Measurement No.
:.Conducted by�,I�
Location Sic F; K
date"
Weather Condition
Temperature
Horizon Ua V3 4;?
r Svwrce of Water W {I t
Hole depth-
_ cm Measured (Actual) water level in hole
Distance between reference level
initial cm
and soil surface
+ � I cm Final _ _ _ cm
Distance from the hole bottom to
the reference level (D)
7,0 cm Clock time
Desired water depth in hole (H)
- cm Start saturation
Constant -head tube setting (d)
= aq. cm Steady-state reading
Reservoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
E
Conversion Factor (C.F.) w 20 cm' j
a
Both Flow Measuring and -Main
Reservoirs Conversion Factor (C.F.) = 105*cm'
,
(Toobtain flow volume 'multiply change in water level by the appropriate C,F, from above )
Clock Reservoir At
Change in Flow Q Q K,�
Time Reading
Water Level Volume
h;min CM min
cm cm3 cmc /min cm3/h cmih
3 33.5 Lt 5
q 3
t�
'o+�
�Ia
Average of last three measurements: K,. = cm/h (other units)
40 WO XI'D x 10 f6di (0,t 1 00 11 &_3r
t " < 11) 1, v �n I

4
SAMPLE DATA SHEET
Measurement.No.
Conducted by :S'LE .
_ SeG Y Pts- J .
date t, u •
�L�ocation
1"Yeather Condition l G.f ill (_AtY(AA\ T=perature
Horizon 236 a
Source of Water_UeAk
Hale depth-
cm Measured (Actual) water level in hole
Distance between reference level
Initial L, cm
• and soil surface+
3 cm Final Ccm
Distance from the hole bottom to
r
the reference level (D)
cm Clock time
k
Desired water depth in hole (H)
- cm Start saturation
Constant -head tube setting (d)
= I _ cm Steady-state reading
. ti
.. Reservoirs Used for Measurement
of the Steady -State Flow Rate
mowMeasuring Reservoir Only
Conversion Factor (C.F,) = 20 cm2
Both Flow Measuring and Main
Reservoirs Conversion Factor (C.F.) = 105'cm2
'(To obtain flow volume multiply change in water level by the appropriate C.F. from above } 1
Clock -Reservoir At
Change in Flow Q Q Kw�
Time Reading
Water Level Volume
h:min cm min
cm cm3 cm3 /min cnm3/h cm/h
P
1-1 a,7
1p
1.7
Average of last three measurements:_.
�cm/h ---..-_.,...(other uiuts)
COM14ENTS;��'
�`, � Cab► � � X �� - 3 �,. j t d6ltt.
I►
j
•
r

Average of last three measurements; K., w cnVh (other units)
CL/SY11!`3EjAS: V',14 f 7- C11 Ally ns"/¢ �,D x1Q7 1-2 i �✓ k i✓ ��b
2rl.� X• %7i/4 X CD 1171 rl �,
SAMPLE DATA SHEET -
Measurement No.
Conducted by -
.,
-,_
Location �tt..F_ Pl.,, KJ),
_, • date 6 -u � � �'.
Weather Condition
Temre-------
Horizdn r r 21 z, .32
Source of Water. tt
Hole depth -
cm Measured ,(Actual) water level in hole
Distance between reference level
Initial cm
and soil surface
+--'q cm Final cm
Distance from the hole bottom to
the reference level (D)
_ .�. _ cm Clock time
Desired water depth in hole (H)
- cm, Start saturation
Constant -head tube setting (d)
— cm Steady-state reading
Rewrvoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C,F.) = 20 cmc
Both Flow Measuring and Main
Reservoirs +i, Conversion Factor (C.F.) = 105 cmc
r=..
(To obtain flow volume multiply change in water level by the appropriate C.P. from above )
E
Clock Reservoir At
Change in Flow Q Q Ks�
Time Reading
Water Level Volume
h:min cm min
cm Ce cm /min cm31h cm1h
q.
f
S7 33 , S
.
OP �57
"7 b`7 A,
1 `�, s
a.�
?7 ,90,5 .5
d
••-----
......._�.. ._...mow
Average of last three measurements; K., w cnVh (other units)
CL/SY11!`3EjAS: V',14 f 7- C11 Ally ns"/¢ �,D x1Q7 1-2 i �✓ k i✓ ��b
2rl.� X• %7i/4 X CD 1171 rl �,

Measurement No.
Location '56ei"tat--' F,
Weather Condition. 6 tAWP
SAMPLE DATA StIEET
Conducted by
Date
Temperature r
Horizon 0 a 6
Source of Water J"
Hole depth
r
1
,
Measured (Actual) water level in hole
Distance between reference level
, V1\
Initial -em— t �1
and soil surface
+
Final
Distance from the hole bottom to
t
Z ""N
Radius of the hole (r) =W;
the reference level (D)
— ;Gm
Clock time
Desired seater depth in hole (H)
- `��•cna +
Start saturation
Constant -head tube setting (d)
_ _-qjw ; i,
Steady-state reading
Reservoirs Used. for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir_ Only
Conversion Factor (C,F.) = 20 cm2
Both Flow Measuring and Main
Reservoirs
Conversion Factor (C. -F.) = 105 cm2
(To obtain flaw volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At
Change in Flour Q Q Kam
Time
Reading
Water Level Volume
h:min
cm
min
cm CM3 cm'/min crn% cm/h
30.L
w5
6,0
ear 7-
0;
p:
15'
Average of last three measurements:
K.,, cm/h (other units)
COMMENTS:
U2 JV ter, (q,6
J `
i
�. 39
1401-
t 0,6T .( 0A �� tai(' I 'r eta l
K�TY111- A 1,1a:). 1j t:� b ��0

SAMPLE DATA SHEET
Measurement No. Conducted by -s t -U
Location Se - F 9•`- L-3 date
Weather Condition TempMW=
Horizon LC ?-•34 Source of Water
Hole depth- 3 ` cm Measured (Actual) water level in hole
Distance between reference level Initial 6 cm
fi • and soil surface + ` cm Final cm
Distance from the hole bottom to
the reference level (D) cm Clock time
40 Desired water depth in hole (H} - cm Start saturation l
Constant -head tube setdn d = cm Steady-state readingI
Reservoirs Used for Measurement of the Steady -State Flow Rate I
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cm'
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105 cmz.
(To obtain flow volume multiply change in water level by the appropriate C.F. from above
Clock 'Reservoir At Change in Flow Q Q K.a
Tune Reading Water Level Volume
h:min cm min cm cm cm/min cm31h cmfh
9>
72 ?410 S 117
76-- 7, 31:
7
63 6 C7i
Average of last three measurements: K. = cmlh (other units)
corn ENrS: l`z zz4 '7 4S' -35f7 G0 1Z yy 0016-3

SAMPLE DATA SHEET
Measurement No. Conducted by -St-14-
Location
St-14Location Son -F P, 3 date 64 -6 R
Weather Condition Temperature
Horizon V�—L Source of Water
Hale depth -
Distance between reference level
• and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
I� cm Measured (Actual) water level in hole
Initial , cm
+ 3 cm Final , cm
= I1 cm Clock time
cm Start saturation
1 cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C,F.) = 20 cm
x
Both Flow Measuring and -Main Reservoirs Conversion Factor (C.F.) = 105'ce
(To obtain
flow volume multiply change in water level by the appropriate C.F. from above }
Clock
"Reservoir
At Change in Flow Q Q K,�t
Time
Reading
Water Level Volume
h:min
cm
min cm cm3 cml/min cm/h cm/h
P7
30, 0
S
16.3
�_
r t ........_....
75
1,3
Average of last three measurements: K. = cm/h (other units)
COBS: `,3 X 1bI 1 *,;4,-4 1 � 13 L -3' X wD -.- $ � � b X v nrt�3 r �, -1A � , q.�
3... ......
.
_2

SAMPLE DATA SHEET
Measurement No. Conducted by
..� - S �-
date x
Location_ c . _
Tune
Weather Condition
Tan
Horizon Source of Water
h;min
cm
Hole depth. cm
Measured (Actual) water level in hole
Distance between reference level
Initial cm
�—
and soil surface + __. cm
Final cm
Distance from the hole bottom to
the reference level (D) cm
Clock time
mStart
Desired water depth in hole (H)-H��Ccm
saturation
Constant -head tube setting (d) -
Steady-state reading
Reservoirs Used for Measurement of the Steady -State, Flow Rate
Flow Measuring Reservoir Only .,�..,
Conversion Factor (C.F.) = 20 cm2
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 Kw
Tune
Reading
Water Level Volume
h;min
cm
min
cm cr.3.I'. cml/min cmr/h cm/h
�.
IF 15
Average of last three rnea urements: ' KW cm/h (other units) a.
CONJIViENTS..,,::
I�'2,?�a X�1�
t
rtrir-

SAMPLE DATA SHEEN`
Measurement No. (r �Z �" , Conducted by
Location 1A- C L,.. ,P5 44w,, (r 0 date
d Weather Condition , ; 14.'r Teqiperature , °a
Horizon Source_ of Water
Hole depth- c d Measured "(Actual) water level in hole
Distance between reference level Initial crd
and soil "surface + cm Final cm -
Distance from the hole bottom to
the reference level (D) cm Clock time T
Desired water depth in' hole (H) . - G cm. Start saturation
Constant -head tube.setting (d) _ ��era Steady-state reading
\ 4t, e
_
:> Reservoirs Used.for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C F.) = 20 cm2
Both Flow Measuring_ andMain. Reservoirs Conversion Factor (C.F.) = 105* cm2
obtain flow volume multiply change in water level by the appropriate C.F. from above }
COMMENTS:
Clock
-Reservoir
At
Change in . Flow
Time
Reading
Water Level Volume
h:min
cm
min
cm CO cin?/min cm3/h cmlh
,
i
4
Average of last three measurements:. = cmlh (other units)
COMMENTS:

e
SAMPLE DATA SHEET
Conducted 1 '
Measurement No
by
lk
r
Location
date _ -� 172
Weather Condition
Temperature '
-
Horizon Q� C_ I G� ,.,�r��- �,
Source of Water
}
Hole depth
Measured (Actual) water level in hole
Distance between reference level
Initial! I ,
and soil-surface
+ em
Final cm
1.
.Distance firbm the hole bottom to
7tt q
the reference level (D)
,, cm
Clock time.
Desired water depth. in- hole (M .:
-Z`— cm-
Start saturation
Constant-head tube setting (d)
= cm
Steady-state reading"
Reservoirs Used.for Measurement
of the Steady-State Flow, Rate
f
Flow Measuring Reservoir Only
Conversion Factor (C.F.) = 20 ent2
Both Flow Measuring and -Main.
Reservoirs
Conversion Factor (C.F.) = 105'crn-
'(To obtain flow volume'multiply change in water level by the appropriate C.F.. from above }
Clock 'Reservoir At
Change in Flaw
Q Qi
a
Time Reading
Water Level Volume
h:min cra min
cm cm3
em'Imin cm31h . cmih
7-
LG
f��.{rd
ff
J
J
iirj
`x.',13
`
�r
' t
2
\{�1
rN
Average of last three measurements: • Kw _cmlh (other units)
COMMENTS:
�(
_

SAMPLE DATA SHEET
Measurement No. Conducted by _11A
w,
Location
- k_ - U, date
Weather Condition Tomper-ature
Horizon �ourcp of Water
Hole depth -I- 1,j Measured -(Actual) water I
evel, in hole
Distance between reference level Initial G -,l
and soil 'surface +_ cm Finalcm-
Distince, frbin the hole bottom to
the reference level (D) cm Clock timie'­
Desired water depth in hole CM Stan saturation
Constant -head tube -setting (d,),-,.) cm Steady-state reading
4 r Used -for M6asure*fit of the Steady -State Flow Rate -F.) 20 CM2
Flow -Flow
Reservoir Only Conversion Factor (C
Both -Flow Measuring and -Main. Reservoirs
Conversion Factor (C.F.) 105 CM2
0,
obtain flow volume'multiply change in water level by the appropriate C.F. from above
Clock 'Reservoir At Change in Flow Q
Q K,'t
Time Reading Water Level Volume
h:min. (ZM min cm cm3 cins/min cm'lh cm/h
/0
2
Average of last three measurements:
_44
Lod
Kw = cm/h (other units)
,{w C,

I
I
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
SAWLE DATA SHEEY
Measurement No.
Conducted by
Time
Location 1) dj 6 1, r "r L -- V
Date
Weather Condition
h:min
Temperutuw,��F:-
Horizon
Source of Water.
bl:�
Hole depth
9W
Measured (Actual) water level in hole
Distance between reference level
Initial I'p,
and soil surface
+ 01b I P1
Final
Distance from the hole bottom to
Radius of the hole (r)
the reference level (D)
Clock time
Desired water depth in hole (H)
G
Start saturation
Constant -head tube setting (d)
I i
Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only
-
Conversion Factor (C.F.) = 20 cn?
Both Plow Measuring and Main
Reservoirs
Conversion Factor (C:F.) = 105 cO
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At
Change in Plow Q Q �.t
Time
Reading
Water Level Volume
h:min
CIA
min
cm em, cm/min cm/h cm/h
0"00
r
i__. J_
(9
G
0%06
0 7>
,9 'r 0- j?., I
Average of last three measurements: K,,, = Gnrlh (other units)
COMMENTS:_ --
4
A,L> 10 6
20
39
0 'V3 A _TO 6

SAMPLE DATA SHEET
Measurement N
Conducted by,
Location Location
'Reservoir
date I - 2j
Weather Condition
__
Temperature IS" k
Horizon is 1, r i le -11,
Source of Water
Water Level Volurne
Hole depth-
9nMeasured,(Actual)
water level in hole
Distance between reference level
cm co cm3/min cm/h cm/h
Initial 171,
and -soil surface
cm
Final
.Distance from the hole bottom to
the reference level (D)
cm
Clock time.
Desired water depth in- hold (H)
cm.
Stan saturation
Constaht-head tube -setting (d)
7 3-7 b cm
Steady-state reading
-2, "- -)
Reservoirs Used.for Wasurement
of the Steady -State
Flow Rate
Flow Measuring Reservoir 0n- ly
Conversion Factor (C.F.) = 20 cm2
Both flow Measuring and -Main-
Reservoirs,
Conversion Factor (C.F.) = 105'cm'.
(To obtain flow volurne* multiply change in water level by the appropriate C.F. from above
Clock
'Reservoir
At
Al
Change in Flow Q
Time
Reading
Water Level Volurne
h:min
cm
min
cm co cm3/min cm/h cm/h
s- f
G.
ci
1-1
-Z'-25
7.1
1 b'
Av8rage of
last three measurements:..
K., cm/h (other units)
COMMEMS:___O'

Average of Iast three measurements:. K. cry (other units)
COMMENTS: ` , ;
t
2 .r t
SAMPLE DATA SHEET
Measurement No.
Conducted b
Location _ G - ice- 5
" �. , �"� e �j Ti. w`� �„ ! �_ ,��„ � � date i '" !d
Weather Condition,
Temperature 'k"t
Horizon Cf'
Source of Water �, t
Hole depth-
cm Measured -(Actual) water level in bole
Distance between reference level
Initial `` CRI
and -soil 'surface
+ cm Final ( c
-Distance frbm the hole bottom to
the reference level (D)
cm Clock time.
Desired water depth in- hole (H) .="
- t> cm- Start saturation
Constant -head tube setting (d)
= Steady-state reading
flan
Reservoirs Use d_for Measurement of the Steady -State Flow Rate
Flow Ivleasuring Reservoir Only
`," Conversion Factor (C.F.) = 20 cm2
Both -Flow Measuring and -Main.
Reservoirs .__ Conversion Factor (C.F.) ; 105' cmc
(To obtain flow volume multiply change in water level by the appropriate C.F.. from above )
Clock .-Reservoir At
Change in . Flow Q
Time Reading
Water Level i�olume`�
h:min crm min
cm co cm?/min cm3/h . cm/h
3
-Z . b
Lj
+
Average of Iast three measurements:. K. cry (other units)
COMMENTS: ` , ;
t
2 .r t

'(To obtain flow volume'multiply change in water level by the appropriate C.F. from above,
Clock Reservoir At Change in Flow
7, Time Reading Water Level.. Volume
h:min
cm min cm
co cm'/min cm3/h Cm/h
9
_q
-2,
+
.'SAMPLE DATA SHEET'
Cr WAA
Measurement No.
Conducted by
-7,9
rn
Location
Cr, i:)11 I
date —7 It,
Weather Condition
Tempemtum
Horizon 61 Sq 71-p is /, fir
Source of Water
Average of last three measurements:
44
Hole depth-
J cm
Measured (Actual) watef, level in hole
Distance between reference level
Initial nnf
and Soil surface
+ cm
Final cm
Distance frbm' the hole bottom to
Nq �
( - _q� ( j I 1
T
the refcrence level (D)
em
Clock time —
Desired water depth in* hole
CM
Start saturation
Constaht-head tube setting (d)
em
Steady-state reading
Reservoirs Used .for M6asurement of the Steady -State Flow Rate
Flow Measuring Reservoir Oly
Both
Ok-
Conversion Factor (Cy.) = 20 Cm2
-Flow Measuring and -Main. Reservoirs
Conversion Factor (C.F.) = 145' cmc
'(To obtain flow volume'multiply change in water level by the appropriate C.F. from above,
Clock Reservoir At Change in Flow
7, Time Reading Water Level.. Volume
h:min
cm min cm
co cm'/min cm3/h Cm/h
9
_q
-2,
-7,9
Average of last three measurements:
'A� AVIve
Mal
(other units)
...........
....... . .......
10 k -j _1

P6, ,�-ark e fAb�b ;
SAMPLE DATA SBEE'I`
Measurement No. Conducted by .
Location s r:� o ti> G r' r✓I - 2 Date 4
®d C. (4 -e A:7r f t
Weather Condition <N....._ Temperature "� �'
Horizon O"- b" Source of Wo +.,. yi V t r L
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
6 Measured (Actual)water level in hole
16 Initial
+ Final i r�
Radius of the hole (r) cm
oto' nr Clock time,
b f ;,I Start saturation
_ !--- i, Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 ciri
Both Flow Measuring and Main Reservoirs / ` Conversion Factor (C.F.) = 105 cmc,..
(To obtain flow volume multiply change in water level by, the appropriate C.F. from above )
Clock
Reservoir
At
Change in Flow
Time
Reading
Water Level Volume
h:rnin
cm
min
cm cm3
y : C?
0
q o , ,g
1. 1
0`.10
0,115
y,q
o;2 -c5
0`t,75t,
d '..3jS
` S , `}_
Average of last three measurements: tae =
COMMENTS:
Q - Q �at
crrNmin cm31h cmfh
crnlh (other units)
39

Measurement No.
Location _ I -i 6-4Ti o t°' b P
Weather Condition e7 V, tj
Horizon vJ -D 12- - `i `L
A- ` &-Mpr
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level. (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
SAMPLE DATA SHEET /
Conducted by
Date -Z2P-
_ Temperate No"
Soufce of Water _
t(G7
W Y. L -L
Measured (Actual) water level in hole
Initial .6. 'I
Final
Radius of the hole (r)
Clock time
Start saturation
Steady-state reading
Reservoirs Used for Measurement of t e Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and'Main
Reservoirs ' Conversion Factor (C.P.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate CY. from above )
Clock Reservoir At
Change in Plow Q Q Kt
Time Reading
Water Level Volume '
h:rnin Cm min
crn Cm3 CO/Min Celh cm/h
C9 I
6
t
a:q z2,4
�.z
D ,� Z ca • `1 i
! • S
-- J1_ t
! d
r--
0 ' r+ t'� , `� J
2.2
o.�-
Average of last three measurements: 1 S,t = cmfh (other units)
COMMENTS:
39 5l') M ,til !; , i .. j o `7 )

SAMPLE DATA SHERTj __,
Measurement No, Conducted by
Location _St=�-t-101� 6 P rr M 2- Date Z
Weather Condition '5 L& I ' 0 Temperature HOT -
Horizon 35 Source of Water £ Li—
Hole
i -
Hole depth A Measured (Actual) water level in hole
Distance between reference level Initial i s
and soil surface + Final 6 n
Distance from, the hole bottom to Radius of the hole (r) -2- n
the reference level (D) — 5 ' V� Clock time
Desired water depth in hole (H) - 6 =% i ki Start saturation
Constant -head tube setting (d) = , 3^ cam- , M Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C,F.) = 20 cm2
Both Flow Measuring and•Main Reservoirs
Conversion Factor (C.P.) = 105 cmn
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir At
Change in
Flow Q Q K�.t
Time Reading
Water Level
Volume
h:min cm min
cm
cm3 cm3/min cm,/h cmlh
0-,o q r?. I
0'.1 L r,
C� 20-3
r4-. t ►
T.
c�•5 �2�r,�; �
z.�
_
J�,
0:/0 q- t
?—•`)
JE
Average of last three measurements:
Y�ef =
cm/h (other units)
COMMENTS.
�" i-�`T' � ro t�t,�r��(�..1 � t= •1��-z__� --j-�..�� •C.�G�.�.� �- .��.� �} t,�• j��.l,=.�� _
39

SAMPLE DATA SHEET
Measurement No.
Average
Conducted by
Location S GTi Q rJ G
+"� ''`� 2
Date --
Weather Condition S (j fj y
Temperate
Horizon _ WPB '92-' �i1 `+
Source of water. T7t—,Lr
q D-xm
Hole depth
h
Measured (Actual) water level in hole
Distance between reference level
®
Initial ' c
and soil surface
+ . { ri
Final 6 cm-- ; �
Distance from the hole bottom to
X16 r .D
Radius of the hole (r) i
the reference level (D)
— rri �Y
Clock time
Desired water depth in hole (H}
- , o -em ; h
Start saturation
Constant -head tube setting (d)
=Q 0 .�-; tj
Steady-state reading
Reservoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C.F.) = 20 cm2
Both Flaw Measuring and Main
Reservoirs
Conversion Factor (CF,) = 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 Qr icm
Tune Reading
water Level Volume
humin czn iron
cm cm3
cxn3/min cm3/h cm/h
`47-., j
//`yy9.0^
7—
C! r Z-91 17
6".9 2
3 S
d ft 2Z.S 2
-3-
a 2-
2 -
Z
Average o£ last three measurements- K$at = cm/h (other units)
COMMENTS:
Cal

Measurement No.
Location P GS �fi(1C
�i
Weather Condition SKrJ
Horizon 0 " -- 6 "
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (1-1)
Constant -head tube setting (d)
SAMPLE DATA SHEET
Conducted by
Date
Source of Water b
+ _
r
)
Measured (Actual) water level in hole
Initial r� #t l
Final �r
Radius of the hole (r) 2 ��
Clock time
Start saturation
Steady-state reading
Reservoirs, Used for Measurement of the Steady -State Flow Rate
Flow .Measuring Reservoir Only
Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs _ Conversion Factor (C.F.) = 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 K
Time Reading
Water Level Volume
h:min cm min
cm cm3 cm3 /min cmc /h cm/h
0
7
p;af,so meq, D,S
I, �l
o;v'. 22,3 0,'5
a,3
p;p20,�0 0•5-
iiL.
©,o3 f.3 0,5
p "a /45,0
�� tl f ? , i
'1!30
o "9 /o. "1
o
Average of last three measurements;
Ksgf = cm/h (other units)
COMMENTS:
q f7-�-t V,( I
vy
39

k
SAMPLE DATA SHEET
Measurement No. G, Conducted by _ WA
Location 3d C — L 5 w S
date - Z'Z;: `h
Weather Condition <�
44
Horizon Gr 2'-1—P2 2
k
SAMPLE DATA SHEET
Measurement No. G, Conducted by _ WA
Location 3d C — L 5 w S
date - Z'Z;: `h
Weather Condition <�
, s:�..-, i x.0.6 =
r -t, Temperature
Horizon Gr 2'-1—P2 2
Source of Water
Hole depth•`
n
Measured (Actual) water level in hole
Distance between reference level
Initial ``
• and soil surface
+ cm
Final
-Distance from the hole bottom to
the
,r __ t�
reference level (D)
�� cm
Clock tune-~ ®-
Desired water depth in' hole (f .:
- cm.
Start saturation
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 cm2
Both -Flow Measuring and -Main-
Reservoirs
Conversion Factor (C.F.)=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 Qr
Time Reading
.mater Level VdIume
h:min cm min
cm c0
cml/min cm3/h . cm/h .
14, ` a
2 t.�
cmfh : (other units)
�l. '�'�'f ., •.h -'r f��`7....[!�"\( �.A.�f\F('.' /•i. CiV / �., f1 l:I,�_L�:_t..; �;t
Ll
2-
12-
�}F
4
F
'LI
y<
Average of last three measurements
COMMENTS. in<
r
14, ` a
2 t.�
cmfh : (other units)
�l. '�'�'f ., •.h -'r f��`7....[!�"\( �.A.�f\F('.' /•i. CiV / �., f1 l:I,�_L�:_t..; �;t

Location
Weather Condition
Horizon d - v
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tine setting (d)
SAMPLE DATA SHEET
Conducted by
At
�-
Date31-
7'?�
Temperature -'-j> r->
Source of Water _
10 f3n.,-I .
cm
min
ti I
Measured (Actual) ?ter level in hole
+ - !
Initial 1 I
Final Gt7ty '.'.l
®
Radius of the hole (r) 1 1
= a� "�
Clock time
-_ c r
Start saturation
Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flaw Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs_ Conversion Factor (C.P.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At
Change in Flow
Tile
Reading
Water Level Volume
h;min
cm
min
cm cma
2
.6
10 to
O ! 0
o t2
01,11%
6, y
Average of last three measurements: Ksa, = cm/h
COMMENTS:
OF
39
Q Q Kt
cm'/min cm% cm/h
(other units)

(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
Clack
Reservoir
At
Change in . Flow
Time
ISAMPLE ' DATA SHEET
Measurement No. ! Conducted
yy
h:min
,i
Location r\'C- - (f J - 7 l
date "i -
cm cmc' c n'lrnin cm31h . cm&
Weather Conditio S U { :►� —�JQe
- atu;emper
Sq, I
HQt1ZQn 'Source of Water
�
k
Hale depth- - 3`' - cm
Measured -Actual water level in hole
Distance between reference level
Initial cm
• and -soil-surface + cm
Final 53/Z cm -
.Distance from the hole bottom to
the reference level (D) — cm
Clock time.
�
Desired water depth in' hole (Hj . ` - cm.
Start saturation
.Constant -head tube setting (d)
Steady-state reading
t
Reservoirs Used, for Measurement of the Steady -State Flava Rate
Flow.Measuring Reservoir Only ,;,
Conversion Factor (C F.) = 20 cm2
Both -Flow Measuring and -Main- Reservoirs
Conversion Factor (C.F.) = 1®5* cm?
(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
Average of last three measurements:. K.,, = ._ cmih (other units)
a COMMENTS;
LJ
Clack
Reservoir
At
Change in . Flow
Time
Reading
Water Level Volume
h:min
cm
min
cm cmc' c n'lrnin cm31h . cm&
-;1
Sq, I
{ G� •1 fli�
` (i� 1
�
�
t
f
1 i•�'ta
j`j �j
� ��
�Ze-i� 1 t !o-'
�f
Average of last three measurements:. K.,, = ._ cmih (other units)
a COMMENTS;
LJ

. . ......... . . . .... .....
SAMPLE DATA SHEET
Measurement No.
Conducted by
Location
Weather Condition
Horizon C _ _4�5 Ul�
V
Hole depth -
Distance between reference level
and soil surface
Distance from the hole bottom to
date . i - 1,'I - 3�
Temperature
Source of Water
t4 cm Measured (Actual) water level in hole
Initial cm
cm cm -
the reference level (D)
cm Clock time,
71 -
Desired water depth in' hole R cm Stan saturation
Constaht-head tube -setting (d) I cm Steady-state reading
'Reservoirs Used,for Measurement of the Steady -State Flow Rate
Reservoir Only,
Flow Measuring A) 20 cm2,
Conversion Factor (C.
Both Flow Measuring and -Main. Reservoirs Conversion Factor (C.F.) = 105'crn-2
. - . from ate pr
pp
multiply change in water level by the appropriate CFf
(To obtain flow volume above
yfv..
Clock Reservdir/ QT_t__ Change in Flow Q Q
Time Reading Water Level Volume
h:min qM min cm cmc cml/mffi cmh cm/h
1,
... .. .....
Km =
cm/h (other units)
.. 160,
0
lots
Average of last three measurements:..
COMMENTS:
1,
... .. .....
Km =
cm/h (other units)

ff
SAMPLE DATA SHEET
Measurement NO. Conducted by t4
W
Location_
date --7
Weather Condition Temperature
Horizon -1,c Vf,43 6(,-'T1-" Source of Water
Hole depth- 1-a& (ok I'- - V cW Measured"(Actual) water level in hole
.0
,Distance between reference level Initial
—4 * :'
,rtf
and soil 'Surface + cm Final
Distance frbrn the hole bottom to
C.
the reference level (D) = 2cm Clock time-
Desired water depth in" hole (H) 6 cm Stan saturation
Constant -head tube setting (d) cm Steady-state reading -
Reservoirs Use.d.for Measurement of the Steady -State Flow Rate
Flow.Measuring Reservoir Only Conversion Factor (CY.) = 20 CM2
Boith flow Measuring and Main. Reservoirs Conversion Factor (C.F.) = 105'cm.2
(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.
h:min cm min cm CO. c�?Imin cm3/h cm/h
33' 0
.
ak
-3
ILI,
G1,
a+�b2.`
-24 1
-7—
Average of last three measurements:K,,,, m1h
.. c (other .units}
COMMENTS:
.. ..... .. . . .. ...
.. .... . ....... .......

f
L
S� L SAMPLE DATA snEET
Measurement No. 0 - I Conducted by J)( -r)
Location jace2tm. Date
W —
Weather Condition Temperature
Horizon Source of Water
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
¢yt the reference level (D)
Vesired water depth in hole (H)
tube setting (d)
O—C
rria I
— Cm
Cm
Measured (Actual) water level in hole
Initial a,", OM
Final a 4.1 Cm
Radius of the hole (r) _ cm
Clock time
Start saturation :00
Steady-state reading iF,, Oc>
Reservoirs Used :for Measurement of the Steady -State Flow Rate,
Mow MeasuringReservoir Only
Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and'Main Reservoirs V Conversion Factor (C.P.) = 105 cm2
(To obtain flow volume multiply change, in water level by the appropriate C.F. from above )
Clock
Reservoir
At
Change in
L
S� L SAMPLE DATA snEET
Measurement No. 0 - I Conducted by J)( -r)
Location jace2tm. Date
W —
Weather Condition Temperature
Horizon Source of Water
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
¢yt the reference level (D)
Vesired water depth in hole (H)
tube setting (d)
O—C
rria I
— Cm
Cm
Measured (Actual) water level in hole
Initial a,", OM
Final a 4.1 Cm
Radius of the hole (r) _ cm
Clock time
Start saturation :00
Steady-state reading iF,, Oc>
Reservoirs Used :for Measurement of the Steady -State Flow Rate,
Mow MeasuringReservoir Only
Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and'Main Reservoirs V Conversion Factor (C.P.) = 105 cm2
(To obtain flow volume multiply change, in water level by the appropriate C.F. from above )
Clock
Reservoir
At
Change in
Plow
Time
Reading
Water Level
Volume
Nmin
Om
min
cm
cm,
q -., Cb
1713.0—
17
3D
It
X
(5
5 -*D
5.,,;o
G i 00
6:30
7,,Oo
Z3, P,
16
11
9,00
-1
♦5
1,7
11,9
f.
-7
Average of last three measurements:
K., =
cm/h
12.66
7,6
".5
11.6
COMMENTS:—
11,30
td,,7
-1
I.S
1
19, �O
17
39
17$30
(5
Kt
CO/Min Cln3 /h cm/h
(other units)
r..7
td,,7
-1
I.S
1
19, �O
39
oo

I
yep, L
SAMPLE DATA SHEET
Measurement No. F-3
Conducted by _DC0
Location --- Ht C
Date
'. 66,
Weather Condition
Temperature
Horizon
Source of Water
Hole depth
Measured (Actual) water level in hole
Distanee between reference level
Initial err—
and soil surface
+ -cm Final -.6 em -
Distance from the hole bottom to
Radius of the hole (r) cm
64(7
the reference level (D)
= cm r Clock time
Desired water depth in hole (R)
Cm Start saturation 69
Constant -head gibe setting (d)—
cm Steady-state reading
A&
MORMF
Reservoirs Used for Measurement
of the Steady -State Flow Rate
I I ",
Flow Measuring Reservoir Only
Both
Conversion Factor (C.F.) = 20 cm2
Flow Measuring and Main
Reservoirs Conversion Factor (C.P.) = 105 cin'
(To obtain flow volume multiply change in water level by the appropriate C.F. from above
Clock Reservoir At
Change in Flow Q Q Kt
MAD
Time Reading
Water Level Volume
i
6146
h:min cm min
cm cm, cm/min crrO/h cm/h
, 7 1
1.3
3,D 41.,3
'7 sI<> Lf 2-,
10; " � 'to. 9
1,9
Cl 150
1. Z_
(W 5.0
I.0
'7
16
15 pygo 30-V
1.5
Pg; 3c>
19 "30 Zlf.
Average of last three measurements: K., = cm/h (other units)
Zo " 30 2.3.3 1
COMMENTS:
39

L_ SAMPLE DATA SHEET
Measuiement No. 3" r E Conducted by De -o
Location A,", 4 Date cag
Weather Condition Temperature
Horizon Source of Water
!1WU
Hole depth
c Measured (Actual) water level in hole
Distance between reference level
Initial 6,11' c
and soil surface + cm Finid
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
Constant -head tube setting (d) Cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
i I Flow Measuring Reservoir Only
Conversion Factor (C.F.) = 20 em'
Lww Both Flow Measuring and'Main Reservoirs Conversion Factor (C.P.) = 105 crn'
(To obtain flow volume multiply change in water level by the appropriate CY. from above
0
-
Clock
Reservoir
At
change in
Flow
Time
Reading
Water Level
Volume
h:rnin
cm
min
cm
cm3
147, C>
43.9
_L5_
�Jp
idCo
-40
17—"30
35-13
1
105�
1
Is -'_30
-94.7—
1
(,G
A 4 . 5b
3 r,
4
1 1 G
15:_'-'0
30.-1
1
1.1
17
Z-7,-7
1
Average of last tln-ee measurements:
K,,t
cm/h
a.
rz"'?o
Z6. [.
1
1'-1
COMMENTS:
101 ' 14CD
Vt. it
1.7
P4%
J
1.7
39
t"i
Flat
crn'/min cm/h cm/h
(other units)

6 -1 r -Z_ .
'SAMPLE:DA A SHEET....•::,,..:..
Measurement No. L4,, Conducted b' y'
Location f
G L 5 5 ?,+ S --Y N�— St.(ti � date
Weather Condition c.l%k' '1' ww,' id Temperature �..._ e)
Horizon ' . ' _04 Source of Water_
Hale depth- C Measured (Actual) water level in hole
m Distance between reference level initial snrf ,
' and soil -surface '. + `. 5 cin Final
Distance frbin 'the hole bottom to.
the reference level (D) Clock time Q 2 tH
11.r
Desired water depth in hole (H) - - b. D 1 Start saturation
Constant -head tube setting (d) = 1j. . cr� ' Steady-state reading
Reservoirs Used -for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir OnlyConversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main_ Reservoirs �2— Conversion Factor (C.F.)-105-cm2
k (To obtain flow volume "multiply change in water level by the appropriate C.F. from above }
Clock 'Reservoir At Change in f . Flow Q
Time Reading Water Level„`,: Volume
. h:min crn mut cm ;�::,� . cmc c. n?lmin cm3/h cm/h
13,0
c1 ; ti 7 I
1 't
�27 1
2,1
C— )
3 �
Average of last three _,` (IL, to t,)
8 measurements.. Kms.= � cm& 'Z-� 0 6 (other units)
COMMENTS: L -tx: �, n'i M1 ,;y ,. ,. _Lo-1,
/�. { �.
4 ! (ir k�t <,..g,..9 r..i./ 11 �� t1i:.. t ,",AA f,..y� G; it:( o•Zri
�.. fl(�S��t�,�� . F1 tt�... f'Ci,:.t sfS'�j �� ,-•.'t •! ►_ ,_,+' r � �. i } _� , .
t7""_ ;.,� _ .. �Y , „ �, , f'', 1, {'C7t r�,t . { j •Z. ). - � �4 l�rGl�� , . "
t i
/ P
' Ci I

39 .
TAW.
SAMPLE DATA SKEET
Measurement No. `
Conducted by
Date I.`
�.
Location - U, xti 4�.�
Weather Condition ' Eo"4 Temperahue
Horizon ~ E�-
Source of Water
Hole depth
cm Measured (Actual) water level in hole
Distance between reference level
Initialer ' cm
44
and soil surface
+ cm'Find �t-. cm .
Distance from the hole bottom to
of the hole (r) cm
the reference level (D)
�5Radius
= cm Clock time
Desired water depth in hole (H)
- cm Start saturation
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 cm2
Both Flow Measuring and Main
Reservoirs Conversion Factor (C.F.) = 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 K.az
Time Reading
Water Level Volume
h:min cm in
cm cm3- cm3/min ce.1h cmlh
1—c c ci
.44
39 .

Average of last three measurements:- K.,.cm/.h
COMMENTS:
I
—7717JR-7
39
SAMPLE DATA SHEET
Measurement No.
Conducted by
Location
Date
Weather Condition
Temperatures
Horizon
Source of Water -17(�
Hole depth
cm Measured (Actual) water level in hole
Distance between reference levelInitial
Cl cm.
and sail surface
+ cm. Final G cm,
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
cm Clock time
Desired water depth in hole (H)
- I L- 7 Z"
cm Start saturation -
Constant-head tube setting (d)
11, cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 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 Kat
Time Reading
Water Level Volume
h:mih cm -mm
cm cm' cm3/min cm/h cm/h
Average of last three measurements:- K.,.cm/.h
COMMENTS:
I
—7717JR-7
39
Average of last three measurements:- K.,.cm/.h
COMMENTS:
I
Z3,
(other units)
39
Z3,
(other units)

Average of last three measurements;
COMMENTS: (1) kk QX_ 'A
�T_ units}cm/h (001)
SAMPLE DATA SHEET
Ad
Measurement No. 14J
Conducted by
.-IVA
Location A <_ -
2-
date
Weather Condition
'
-atafe
1.
Horizon _LG
Source of Water-
...Temper
Hole depth-
C/U(
Measured(Actual) water level in hole
Distance between reference level
Initial - 5,I
and -soil surface
+ cm
Final
-Distance frbm the hole bottom to
the
reference level (D)
Clock t.ime.
Desired water depth in' hold W."
CX.4Start
saturation
Constaht-head tube setting (d)
Crt
Steady-state
teady-staft reading
.
Reservoirs Usedfor Measurement
of the Steady -State Flow Rate
Flow. Measuring Reservoir Only
Conversion Factor (C -F.) = 20 CM2
Both -Flow Measud"ns and •-Main.
Reservoirs
Conversion Factor (C.F.) = 105'=2
'(To obtain flow volumemultiply change in water level by the appropriate C.F. from above
0.
Clock -Reservoir At
Change in Flow
Q
Time Reading
Water Level ..0 Volume
h:min cru min
cm.cm 3
cm/min cm3/h Cm1h
Average of last three measurements;
COMMENTS: (1) kk QX_ 'A
�T_ units}cm/h (001)
77-
2-
1.
12-
Average of last three measurements;
COMMENTS: (1) kk QX_ 'A
�T_ units}cm/h (001)

E
SAWLE DATA SHEET
Measurement No. Conducted by - C
Location 'll v '�,e 6I//S 12ZI,11,211�crr-- !i„la
Weather Coegition t/NN (Y r�' f /,I ..
Horizon . [�� Ay 30Source of Water G1e%
Date -7-16-o8.. " :... . _....... •.
Temperature _ 7b�
Hole depth
50 ..cu3=-- Measured (Actual) water level in hole
Distance between reference levelr
' era.Initial �. �?'�
and soil surface
+ _ 7 .. Final s_ cm
Distance from the hole bottom to
Radius of the hole (r) em
the reference level (D)
= sxn- Clock time
Desired water depth in hole (H)
- gm- Start saturation
Constant -head tube se6ig (d)
= - GFA- Steady-state reading /
Reservoirs Used for Measurement of the Steady -State Flow. Rate
.Flow Measuring Reservoir Only
: &nversion Factor (CA) = 20 cm2
Both Flow Measuring and"Main Reservoirs Conversion Factor (C. -P.) = 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
Time Reading
Water Level .VolumeH#
h:min :. cm min
Cm; cm3 CO/min Cm3/h cm/h
,Z- T .
364 15
(10 (5
!
Average of last three measurements:
K$ crnih (other units)
COMMENTS. . ,
• c, ��rll��, t a7e- 3 , a = Ith3 x
T, l AN � .
- - ...§
/ ... 39

4;:•-:.:
t t z
Measurement No.
Location - ��611 i go R 'tri r
Weather Condition i
H Cr c�`1
SAMPLE DATA SHEET
Conducted by-�
`� cx� ll2te 7 • n 7 f � •- c�8
Tempema 0
orizon
source at water- I
Hale depth
-- Measured (Actual) water level in hole
Distance between reference level
Initial to . U �
and soil surface
+ . ] L'? —ern_ Final 5,-- cm
Distance from the hole bottom to
_
Radius of the hole (r) cm
the reference level (D)
— Ern Clack time
Desired water. depth in hole {H)
- M- Start saturation
Constant -head tube setting (d)
_ Steady-state, reading /,
y'tg
--_-__7__ —
Reservoirs Used for MeasuremenAf the Steady -State Flow Rate
Flow Measuring Reservoir only
Both Flow
Conversion Factor (C.F.) = 20 cm7
Measuring and Main
Reservoirs L� Conversion Factor (C.F.) = 105 cm2
kr �� " (To obtain flow volume multiply change, in water level by the appropriate C.F. from above }
Clock . Reservoir At
Change in Flow �
Time Reading
Water Level Volume, t
h:/n+Yixz cmmin
cm cm3 cm'/min CM3 cm/h
00
1.4
Average of last three measurements: Ks = cm/h (other units)
COMMENTS: Cc, effh,Lettt, � p
-
���i�`�� l �X1bf- t���1� "w �k,� f�o� ���ac f __•
PC)
r
39

SAMPLE DATA SHEET
Measurement No. M --A Conducted by
Location
®— �, 5 <a -c-A I <', �7, _— Date 1 V....12 -� 0
Weather Condition -11J , - Temperatum 7 Fy,
- Source of Water —
:I3orizon ` � _
Holntcm h Measured (Actual) water level in hole
3, Distance
be en reference level Initial `i l cm
and `soil sarwface M + cm Final 4 " } _. cm
Distance .from the :hbottom to Radius of the hole (r) cm�
the reference level (D) . _-� cm Clock time
� Desired water depth _in hole , -T) -
cm Start saturation
Constant -head tube setting (d)\, _ cm . Steady-state readin
Reservoirs Used for Measurement of ,the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion' Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conveon Factor (C.F,) = 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 mat
.-Time Reading Water Level',`Volume
h:min cm min cm ctna cm3/min cm3/h cm/h
0'
t
��-
� r`i , i� l `1 � • � � � t l�
fC)r'
p
r
b�
S=4tw�
Average of
w r�n�,rr.R
three measurements:- Ksa, = cm/.h
39
`4
(other units)
44
a

j
04
SAMPLE DATA SHEET T_011T
�1?37 -P-v
Measurement No. 1A
Conducted by
-3, - I—
Location 0 (— ---
(, 0... e..A
, t --A— Date
Weather Condition (QAYAAA,,,
Temperature
Horizon VL - l
'Source of Water r
Hole depth
_cm,_. Measured (Actual) water level in hole
Distance between reference level
Initial Cm
and soil surface
+ • -CM Final _6 . 6 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
CM Start saturation
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 cin'
(To obtain flow volume multiply change in water level by the appropriate CY. from above
N
0, 0 0 1
Clock Reservoir At
Change in Flow Q Q fat
Time Reading
Water Level Volume
h:min cm min,
cm cm3 cm /min cm /h cm/h
0
.
t�T
'31
5
Average of last three measurements.
satcm/h (other units)
COMMENTS:(), 49 1 f� �i, , �Yv
0
39

COMMENT'S:
39
F"n.
Ito
SAMPLE 'DATA SHEET
WA41.
Measurement No.
Conducted by
140
Location �\ c- - (� y
<_ 4. / Date
Weather Condition Temperature
Horizon(,q--70
Source of Water
Hole depth ` ' t >, �� `�
cm Measured (Actual)rater level in hole.
55
Distance between reference level
Initial / `Z cm
and soil surface
+ cm 'Final il. .cm
Distance from the hole bottom 'to�
Radius of the hole (r) cm
!
the reference level (D) -
= cm Clock time
Desired water depth in hole (H)
- cm Start saturation
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 cm2
`
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.).= 105 cm2
(To obtain flow multiply change in water level by the appropriate C.F. from above) .
.volume
Clock Reservoir At
.Change in Flow, Q Q Ksat
Time Reading
Water Level Volume
h:min cm min
cm cmc cm3/min cm3/h cm/h
tv
%
3
i
i 17'p-�
Average of last three measurements:-
Ksat = •cm/h (other units)
COMMENT'S:
39

N Y:
SAMPLE DATA SHEEN`
..
Measurement No.
Location -NOT 74-e- C t a
Conducted by LLG
. r7 r? Date `7-G'0�3 ,r
Weather Condition ` ('. � e,j-, �, ,r
.� � h•l- '��
el t ,n (� Tempera= 8b
lv �d
Hori - n f ;r- r ` 4
Source f ater
Hole. depth
--ern=- Measured (Actual) water level in hole
Distance between reference level
initialandie
soil surface
+ (a( .0m, Final 0 tem -
7q iiih,
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
cpm f Clock time
Desired water depth in hole
cmc Start saturation
-N
Constant-head tube sefiiiig (d)
— em Steady-state reading 10
Iry 85 y
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (GF,) = 20 cm2
Both Flow Measuring and Main Reservoirs
ti' Conversion Factor (C.P.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir At
Change in Mow Q Q
Time Reading
Water Level Volume
h:min cmmin_ ..,
cm cm3 cm3 /min cm3/h cm/b
PO &, o --.
`
-
6c) '�3 .3 iv
70 37,3
XA
APO
�vexage
•
of last three measurements:
/'��
K�g w omlh (other units) _
-:'COMMENTS: G1 u
y -s i
SO
zos
>e
2� t0 r ��. 3 x
39
'_

I
W
FMO��i 0
SAMPLE DATA SHEET
Measurement No. Conducted by ^ t- t..G
Location . 01,9 0,7 TSP. n1 {� 1, Care, Ii r
Weather Condition _- Y a u,�
Horizon _ -r qd -'A, Source of Water_
`'M Date 7-f/---09 1
& Temperature 9e)
Hale depth Ufa .C -M- Measured (Actual) we ter level in hole
Distance between reference level Initialam—
and soil surface + zm- Final Lt. a_-cm—
Distance from the hole bottom to Radius of the hole (r) cm
the reference level (D) _'j ern- Clock time
Desired water depth in .hole (H) Start saturation
Constant -head tube setting (d) _ xnr Steady-state reading _ 1.2
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir only - Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs ✓ Conversion Factor (C.F.) = 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
Time Reading Water Level Volume het
h:min cm min cm co cm3/min cm3/h c /h
I
39
q'q• /
l
-d
q1. 9
IVO
p *tf•q a-6
Average of last. three ?measurements: at = cm/h
(other units)
C ViYItYiEt't 1 e7:__A X / , v " �' . �� +-{-.
1 O
—• �.er`i/ ��'`"' ! !0\ �I WHO
_t 63 !
,2! 6-
IP- S
l!
3 r Q " e `f v A
I
39

ry1
F�'ad
8
Measurement No.
Location —..3.61 9?
Weather Conditio:
Horizon & i
Date :LL-V-Ou
Temp mwm YO
M.
Hole depth /_. Measured (Actual) water level in hole
Distance between reference level Initial 5.75' Onr
and soil surface + . Qw- Final :Z� . 0 _rte.
Distance from the hole bottom to Radius of the hole (r) cm
the reference level (D) - 1 q � Clock time
Desired water depth in hole (H) - fv cm- Start saturation
Constant -head tube setting (d) = g Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C,F,) = 24 cmx
Both Flow Measuring and Main Reservoirs ti Conversion Factor (C, -F.) = 105 cmx
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
itoC,- n <?��2 �1gtfi.
Clock Reservoir At Change in ,Aon � � � A � 4 g r
Time Reading Water Level Vol e � max
h:min cm min cm cry cn n emllh cm/h
a --qLO, }
C> P
,!� ..f •.2 ems' I•�r
43rD 3 b •�' �' I." "�
Average of laslL7X
e measiiXements:' a� = cm/h (other units
CENTS
):q ► r� f�"`: 1. Six �Q / %a �� 'i�9�t`�ll(o
1,
�'� g1�. 3 I, G , r b, Y-- 2 q'
Alp
39
$ 9 0 J'-
.. �1,5
j `1 ! 2 1Y/ry
�. y l G+' I , �.J

F'",
k
56-1 SAMPLE DATA SHEET
Measurement No. KG Conducted by p 7
Location1" Date 1
Weather Condition Tempe
ratum
Horizon
Source of Water
Hole depth
Distance between reference level
and soil surface
Distance. from the hole bottom to
the reference level. (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
- _- fafn
Measured (Actual) water le vq in hole
f Conversion Factor (C.F.) = 20 cmc
Reservoirs
Initial _ (�'em
+em
Final " cm
Clock Reservoir At
Radius of the, hole (r) circ
cm
Clock time
- em
Start saturation .00
— cm
Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Mcasufing Reservoir Only
Both Flow Measuring
f Conversion Factor (C.F.) = 20 cmc
Reservoirs
and'Main
Conversion Factor (C.F.)'- 105 cin'
(To obtain flow volume multiply change in water level by the appropriate C.F. from above)
Clock Reservoir At
Change in Flow Q Cl
Time Reading
dater Level Volumes£
h -.min cm min
cm cm3 cm'/Min cm /h cra/h
.5--,00 I.7, 5; J,
(,q
6"'00 LIS. I
7: Da _q p.I
%i cc> "qIL
I//0;00 3%fir I
t,y
iJj 0®�
lZS0O
I06 e7 i !
fif .� 3Z.3 777
[ Loa S1.0
-aa Z�.co, I
¢,
i'7 100 216.3 t
►, 3
Z5.7
Average of last three measurements: Ks� = cm/h (other units)
COMMENTS:
W

SAMPLE DATA SDEET
Measurement No. R 10 Conducted by DCO
Location Date q p
Weather Condition Temperature
Horizon Source of Water
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H}
Constant -head tube setting (d)
_ Measured (Actual) water level in hole
Initial 611P -
+ • cm Final __Co '"/.�ff .
Radius of the hole (r) cm
cmCioek time
cm Start saturation '00
cm Steady-state- reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only � Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and'Main Reservoirs Conversion Factor (C.F.) = 105 ce
(To obtain flow volume multiply change in water level by the appropriate C.F. from above �
Clock :.
Reservoir
At
Change in Flow Q
Time
Reading
Water Level. Volume
h:min
cm
min
cm cros cm,/min
e -..-
r
10:50
q1.3
Z.
47
G � �
2
1. 3 ,
z i 3'O
cm3�11 cm/h
Average of last three measuremei*t 'Ksat �mfh`, (other units)
COMMENTS:
39

SAMPLE DATA SHEET
`'
Measurement No. lo -A Co ducted by �
�l Date
«r
Location L-" LSwS2_U�
Weather Condition Tempemtuie fo )'
Horizon D� �t b l"Z Source of Water
Hole depth' cm Measured (Actual) water level in hole .
Distance between reference level r Initial �� cm
'' Final.
and soil surface + cm cm
Distance from the hole bottom to i bRadius of the hole (r) cm
the reference level (D) — cm Clock time
Desired water depth in hole (H} - cm Start saturation -.
Constant -head tube setting (d) = i ° cm . Steady-state reading --
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion. Factor (C.F.) = 20 cm.
`��
T
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
w.
Clock Reservoir At Change in Flow, Q Q az
Time Reading Water Level Volume
crn, cmc/min cm3/h cm/l►
h:min cm min cm
.
Y3�
�
,,5 el. 1 '
j+►� la
Average of last three measurements: Kt = cm/h (other units)
"3
COMMENTS:
ear3
.
39

SAMPLE DATA SHEET
Measurement No. M�`c _,�
t- Lam`>�►
Conducted by
A Date
Location
i�Veather Condition , Go ekw
Tem ratan -7
��'- Pe
Horizon �' 2-`(m
Source of Water
Hole depth
2-� cm Measured (Actual) water level in hole
Distance between reference level
Initial -- cm
INS
and soil surface
+ cm Final . cm
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
— cm Clock time
Desired water depth in hole (H)
cm Start saturation
Constant -head tube setting A=
.. 'Z-'? cm Steady-state reading
Reservoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion. Factor (C.F.) = 20 cm2
Both Flow Measuring and Main.
�
Reservoirs w �Conversion Factor (C.F.) = 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 Kiat
Time Reading
Water Level Volume
h:mm* cm -min
cm cin' cm3/min celh cmih
14
OT
Average of last three measurements:. K., = .cmth (other units)
COMMENTS:,_
39

SAMPLE DATA SHEET
Measurement No.
Conducted by
dAl
Location VV (_, -_
Time
Date
Weather Condition
Temperature I
Horizon C,, 6
Sobrce of Water
cm
Hole depth '°_h
cm
Measured (Actual) water level in hole
....-
Distance between reference level
Initialcm
and soil surface
+ cm
Final _.cm
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
cm
Clock time
water depth in hole (H)
cm
Start saturation
:Desired
"Constant -head tube setting (d)
r cm
Steady-state reading
ri
Reservoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Yactor (C.F.) = 20 cm2'
Both Flow Measuring and Main
Reservoirs
Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir At
Change in
Flows
Q
Time
Reading Water Level
Volume
h.min
Cm -min
cm
cmc
cm2/min cm2/h cm/h -
CS l
t �
ri
t'S
vo
0
Average of last three measurements:
K,,,t =
cm/.h
(other units)
COMMENTS:
.... ...... ..... .. ........
. . .. .......
. ..... . .....
39

.Reservoirs Used for Measurement of the Steady -State Flow Rate
m= Flow Measuring Reservoir only Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and•Main Reservoirs -
Conversion Factor (C;F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir At
Tithe Reading
SAMPLE DATA SMET
Flow
Measurement No. 5L5
Locations
Conducted by
.660
Volume$
Weather Condition
Crn rain
S;00 q5' LtCh1
Date
CM3/Min cm% cm/h
Horizon
Source ofTI'Mxratttte
water
1.
��
Hole depth
Distance between reference level
0.6 " �
Measured (Actual) wa.tr level in hole
and soil surface
cm
initial � cm
Final
Distance from the hole bottom to
the reference level (D)
cm
Radius of the hole (r) — cm
Desired water depth in hole---�
Constant -head tube setting (d)
cm
em
=�
I Clock time
Start saturation
cm
Steady-state reading
.Reservoirs Used for Measurement of the Steady -State Flow Rate
m= Flow Measuring Reservoir only Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and•Main Reservoirs -
Conversion Factor (C;F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir At
Tithe Reading
Change in
Flow
h:ming
eater Level
Volume$
Crn rain
S;00 q5' LtCh1
Clri
CM3/Min cm% cm/h
""
q: 30 �} , 0 1
1.
7"30
to : 30
1,
t1 •30 34.3
4!
I Z, -?& 32.9
13"30 T,r Lt 1
i/5
_—
y,
t�{ LO,
ere
V7,30
I$:3o Zq.fl
Average of last three measurements.-
crnih.
1q ; 3a 2Z,
�_ _
------ (other units)
CON MENTS:
zv;30 2t.d i
15
M
39

faj
(To obtain flow volume multiply change in water level by the appropriate C.F. from above
A
Clock Reservoir At Change in Flow, Q Q K,at
Time
Reading
Water Level Volume
h:min
SAMPLE DATA SHEET
sl- A -z-Conducted by
min
Measurement No. AL5i
Location VV\e4\
-
Pate I—ci
-14
Weather Condition LItr-A-4
Temperahn /,j
Horizon t 17,L-
Source of Water
two
Hole depth
cm
Measured (Actual] water level in hole
: pni i
Distance between reference level
Initialcm
'Final
J'
and soil surface
+ cm
-cm
Distance from the hole bottom to
of the hole (r) cm
the. reference level (D)
.
q/0cm
.Radius
Clock time
Desired water depth in hole (H)
cm
Start saturation
21
Constant -head tube setting (d)
=1 =Ic m
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
2
Conversion Factor (C.F.) = 105 cm
(To obtain flow volume multiply change in water level by the appropriate C.F. from above
A
Clock Reservoir At Change in Flow, Q Q K,at
Time
Reading
Water Level Volume
h:min
cm
min
cm cm cm3/min cml/h cm/h
7,7,7'
q
21
Average of last three measurements:- Kt — cm/h (other units)
COMMENTS:
39

t
Measurement No.
Location R(• - �
Weather Condition C C
Horizon C =_=_1
SAMPLE DATA SHEET
Conducted by
i n, A Date 7
...�
Temper== � �—
_ r b � V
:e of Water
Hole depth ' cm Measured (Actual) water level in hole.
Distance between reference level Initial €-) , cm
and soil surface + 5 cm Final G . cm
Distance from the hole bottom to Radius of the hole (r) .cm
the reference level (D) – em Clock time
Start saturation
Desited water depth in hole cm
Constant -head
tube setting (d) _ �- q' cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs -'� Conversion Factor (C.F.) = 105 cm2
o 1'
(To obtain flow volume multiply change in waterlevel by the appropriate C.F. from above) .
Clock
Average
Reservoir
At
Time
Reading
cm/h
h:min
cm
-min
2.
6
�•
I t
Le�
—7�1-.-'
.
q 7%
r>'
:D
t"ZEi
Z
Average of last three measurements:
Change in Flow,
Water Level Volume
cm cros-
Q
Q
Ka
cm3/min
celh
cm/h
2.
6
�•
I t
Le�
pl
Kt = 6` .cm/.h (other units)
�'ni 4;../.+f_ i k •— i!t ``E'�.' i..�`�' r�'�r_ .�'...�j (y�� Li..���. �
-il
39

7`1
SAMPLE DATA SHEET
Conducted by I A
Measurement No.
Location Date 6
Temperature Weather Condition
Horizon (Y Source of Water
V , r�f
cm Measured (Actual) water level in hole.
Hole depth
Distance between reference level Initial cm
and soil surface- + cm 'Final -CM
�
Distance from the hole bottom to Radius of the hole W cm
the reference level (D)— cm
Clock time
S\ Desired water depth in hole (H) (Iccm Start saturation
< V
cm Steady-state reading
Consitant-head tube setting (d)
ag F1 Rate
Reservoirs Used for; Measurement of the Steady -State ow
Flow Measuring Reservoir Only Conversion Tactor (C.F.) = 20 crn2'
Both Flow Measuring and Main Reservoirs r Conversion Factor (C.F.) = 105 cm2
.
level by the appropriate C.F. frbm* above
(To obtain flow volume multiply change in water
Clock Reservoir At Change in Flow, Kat
7 Time Reading Water Level Volume
6. h:min cm mincm cm3 cm3/min crn/h cm/h
1A
q
!L
Average of last three measurements:
COMMENTS: 1.5
K,t.cm/.h (other units)
t i4
39

FT11
rdh
LAID
Liu*
iY
LAW 6
i F"I"D
1
SAMPLE DATA SHEET
Measurement No. 5 -7 Conducted by &-�2
N, A
Location ey 6� 0-Lzl Date
Weather Condition'...�. Temperature
Horizon Source of Water
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
cz
/I
+ -cm
Om
- cm
--cm
Measured (Actual) water level in hole
Initial
Finil 6; "" 0
Radius of the hole (r) cm
Clock time
Start saturation
Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 =2
Both Flow Measuring and Main Reservoirs Conversion Factoi (CF.) = 105 cm2
(To obtain flow 'Volume multiply change in water level by the appropriate C.F. from above
Clock Reservoir At - Change in Plow Q Q K.,
Time
Reading
Water Level Volume
h:min
CM min
cm cm,
(0 1, 5c?
3tt. Z,
Z-71 9
Z,O
25,1
Z., I
t
9,:5
15
1.9
1(0,410 -
Z,G,
7
17.4 1
Z, Z
Average of last three measurements:
K,-,, cm/h
G9
COMMENTS:—
cm'/min cnnNh
cm/h
(other units)
; . . 39

h
v+� aj C! $ I i i i
SAMPLE DATA SHEET
Measurement No. 1 4" Conducted by t C2
Location 90 S e� Date '� $
Weather Condition v r,i N , 5'7 Tempera= 2,0
Horizon 6E . Source of Water
Hole depth /a *- Measured (Actual) we ter level in hole
Distance between reference level initial �'—
and soil surface 0 - Final U.75_ cam--,. 06C)9�,�'
Distance from the hole bottom to Radius of the hole (r) cm
the reference level (D) Clock time
Desired water depth its hole (H) par Start saturation
Constant -head tube setting (d)_�tTer-M Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and'Main Reservoirs ✓ Conversion Factor (C.P.) = 145 cm2
(To obtain flow volume multiply change in water level by the appropriate C,F, from above )
Clock
Reservoir
At
Change in
Flow
Time,,
Reading
eater Level
Volume
h:min
cm
min
cm
cm3
t �L'�°/�
T,!
r��6'
.
.
req
1t
7,t>
n
.56, �1
1, n
lq
�'4o 8
1,
Average of lyt ee measurem eats: &�
cm/h
1,
COMMENTS:
f
39
to d � � ""1 �'D �� C�c��lt�.� F• �, "� � , �� � �, �� � � �/ R.
"t.��I x.T - -.1,,i- ri0Ai.. l:.TAl
Q Q Kat
cm3/min cm3/h cm/h
(other units)

A
7
Measurement No. W'�"
Location _ 5b:7 ? V
Weather Condition Synlnly
Horizon Bt 2 30-n
SAMPLE DATA- SHEET
Conducted by .
�A
.r.
Source of Water e//
- �aiv t-�O
5. Temperer ~7 a
Hole depth 3t0 .. Measured (Actual) water level in hole
Distance between reference level Initial - erg
and sail surface + , Final i _ cm .
Distance from the hole bottom to Radius of the hole (r) cm
the reference level. (D) 3q em. Clock time
Desired water depth in hole J, ems. Start saturation
Constant -head tube setting (d) = em Steady-state reading I• /
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (CA) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C, -F.) = 105 em'
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir At Change in plow Q Q �
Time Reading Water Level Volume #
h:mxn; Prh min cm cm3 cm'/min cm3/h cm/h
'Pon
ia
Ufa. 6,
M > I.'b f:D
:-_D.. i.
.
Average of last three measurements: ^ em/h
1,06 *ar . q /0 �, . (other units)
39

Measurement No. r
Location __ 361F7 % �4he,Cli4
Weather Condition _ S yNNv
Horizon
SAMPLE DATA
Conducted by _
Source of Water
N
M i' S "j Date '] - - ob
Temperate -16
Hole depth
I _ Measured (Actual) water level in hold
Distance between reference level
Initial �.
and soil surface
+ carr Final
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
— 1 em j Clock time
Desired water depth in -hole (Ii)
- G, em, Start saturation
Constant -head tube sting (d)
= - _ cm Steady-state reading r,
'N'6F-5
Reservoirs Used for Measurement o� the Steady -State Flow Rate
Flow Measuring Reservoir Only
: Conversion Factor (C.F.) - 20 cm2
Both Flow Measuring and Main Reservoirs " PO_ Conversion Factor (C,F,) - 105 cm2
(To obtain flow volun multiply change
in water level by the appropriate C.F, from. above }
Clock Reservoir At
Change in Flow Q Q Kw
Time Reading
''Vater Level Volume
b:min cm rnin
Cm cm3 cri13/min cm3/h cm/h
T� r
Average of last three measurements:
K, = cmlh (other units)
.t
COMMENTS: X /05` (� , ^ • '
/ 39

'�
yeti M
SAAPLr7OATA SHEET
Measurement No. "t"`d
[R' A
Conducted by
Ur,0
_
Location eel_ /I
At
Date
Flow
WeatherCondition
Reading
Tempemmm
Water Level
Horizon
Source of Water
h:min
cm
Hole depth
f'
Measured' (Actual) water level in hole
Distance between reference level
Initial 6
and soil surface
+ • cm
Final (`"' pr'fi
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
= cm
J Clock time
Desired water depth in hole (H)
- em
Stare saturation : �8
Constant -head tube setting (d)
= cm
Steady-state reading
'7) as
g1
Z,
Reservoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Both Flow
/
Conversion Factor (C,F.) = 20 cm2
Measuring and Main
Reservoirs V
Conversion Factor (C.F.) = 105 cm2
7-
.
(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
I L4
Clock
Time
Reservoir
At
Change in
Flow
Reading
Water Level
Volume
h:min
cm
min
cm
cm3
Ab
'7) as
g1
Z,
L�51_.
11:00
Liz. '.
7-
.
Wr
Z_,�G
�..�
S-1, `IL
s00
Average of last three measurements:
Ksac =
cm/h
COMMENTS:
;._J -
39
Q `{ Kt
cm'/min cm3/h cmjh
(other units)

SAMPLE DATA SHEET
�1 `� �k
Measurement No.
r �' Conducted by
f r3~, r !�
VJA
Date
Location C i. 5 ca
Weather Condition
r�-�
Temperature
r eQt,
t�-
�' t
_
Horizon
Source of Water
Hole depth'
cm..
Measured (Actual) water level in hole
level
_ . .—
Initial,__ cm
Distance between reference
and soil surface
_
+ `' cm
Final-- " .cm
from the hole bottom
to
Radius of the hole (r) cm
Distance
the reference level (D)
– 2� cm
Clock time
Desired water depth in hole
(H)
- cm
Start saturation
Constant -head tube setting
(d)
cm
Steady-state reading
Reservoirs Used for Measurement
of tO y -State Flow Rate Z
Flow Measuring Reservoir Only
`
Conversion Tactor (C.F.) = 20 cm
Factor 105 cm2.
Both Flow Measuring and Main
Reservoirs
Conversion (C.F.) =
(To obtain flow volume
multiply change in water level by the appropriate C.F. from above } .
Clock Reservoir
At
Change in
Flow, Q Q Ksaz
Time Reading
Water Level Volume
cmc cm2/min cm3/h cm/h
h:min cm
-min
cm
2 5A
143
A
6 x 6,
j•L . l � Nj � t��
�
1 ti 2
.
Average of last three measurements: K., w
cm/h (other units)
COMMENTS:
39

SAMPLE DATA SHEET... ,
Measurement No. &LV - C,
Conducted by
l
Location ca- L.- 5L. tea
eo � :i rr, ��
Date >/",
_
Weather Condition c�_w.,
.-
_ Temperature:,
Horizon -�7(*
Source of Water
Hole depth 'tis �� d'u�, r� ;.,, ; $ .
Lq _cm
Measured (Actual) water level in hole
Distance between reference level
cm cmc`
Initial cm
and soil surface
+ Li cm
Final � cm
Distance from the hole bottom to
��
Radius of the hole (r) cm
the reference level (D)
Desired water depth in hole (H)
-cm
- _. _ cm
Clock time
Start saturation 11
Constant -head tube setting (d)
= i cm
. Steady-state reading
ZT
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only
1
Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs -
Conversion Factor (C.F.) = 1.05 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
..................................................
Clock Reservoir
At
.Change in Flow,
S
Time Reading
Water Level Volume
h:mm' cm
min
cm cmc`
cm3tmin crOh
cmlh
LA
ZT
JL�O 1-
2
q_ -2-
If
If
G
+�
l Mo
2•�
L,JS
1
Average of last three measurements:-
Ks.t = cmfh
(other units)
L,j
COMMENTS:
39

0
5ec M
SAMPLE DATA SBEET
Measurement No. U 2
G,'at;
Conducted by: !b 6o
.._..
Location
Date
Weather CondilY
Temperature
Horizon
Source of Water
Hole depth
fl �� !' c Measured (Actual) water level in hole
Distance between reference level
Initial
and soil surface
+ -cm,Final�o `' 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 1100
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 cm2
Both Flow Measuring and'Main
Reservoirs V Conversion Factor (C.F.) = 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 ReadingWater
Level Volume d
h:min min
cm clus cm/min cm/h cm/h
�ycm./
-2-
to
40,1 Cr
y
'
ro., m 3clo
I.,,. .y
14, ra S-7.0
`j
17 ZvCJ. j
lP
Average of last three measurements: Ksat = cm/h (other units)
COMMENTS:
0

SAMPLE DATA SHEET
Measurement No. onducted by "G
Location
-79'0?
---it) SUCT Ad U,;;'- Date1-2-09,
Weather Condition
Temperature 1,5
Horizon &-12- Source of Water
Hole depth Measured (Actual) water level in hole
Distance between reference l leve
I Initial om-
and soil surface + .6i* Final CM .6 o tc,
Distance from the hole bottom to Radius of the hole (r) cm
the reference level (D) Jto em P Clock time
0.
Desired water depth in hole (H} - M Start saturation
7. Constant -head, tube seffirig (d) _LP gra Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only. -. Conversion Factor (C,F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.P.) = 105 cm'
(To obtain flow volurne. multiply change in water level by the appropriate C.F. from above
f� Int qE ADkj 6
Clock Reservoir At Change in ".Ow
Reading Water Le 1 Volume
h:min cm min
............ IL
47
...................
1,27
..........
Ile
Om -
I t> qO
-z— 2—
LO q, 2,
'3 5 �1 I� 3 g /, y
IT
A
- 12
X;
ist thre
7
9.
3: 1
ce"
q,T
N
0C>
K, cm/h
(other units)
�_ v3 x 0 ; 17 ? b x o 0 /60 __ _� - 9 1
�9 q 3.8112 ,5
Average
- 12
X;
ist thre
7
9.
3: 1
ce"
q,T
N
0C>
K, cm/h
(other units)
�_ v3 x 0 ; 17 ? b x o 0 /60 __ _� - 9 1
�9 q 3.8112 ,5

8
PAJ r- 8 1 ;-2;
Measurement No.
Location
Weather Condition U
Horizon 63 191-
Hole
9qJ
SAMPLE DATA SHEET
Givalaw f -
Temperature
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube se#ting (d)
..ems Measured (Actual) water level in hole
Initial __LL enr
+ em- Final — -7 _ srn- • 0OXP'3
Radius of the hole (r) cm
- ! Clock time
- 10 _ Ora- Start saturation
V- ram Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir only ' Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor _(C:F.) = 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 KS$t
Time
Reading
Water Level Volu
h:min
cm min
cin
cm3 cm'/min cm3/h cm/h
! '
.-'19
C+r
1 'may/•
IHwI
30
J• -7
;3 4
24*.6'
1. �
�r
Q5'.0
Average of last three measurements:
Kat ;
cm/h
(other units)
COMMENTS: -L,57- 4.i3r s l
_� 3`,3'1f�X {pig
f s
'ri

AM act $ t .d° ` 1 7'.'3
SAMPLE DATA sAEET
Measurement No. Conducted by __-LLC
Location :6o:2U9 16, . M �fajDate 7 -vet
Weather Condition _ SIZAI I f Temperature 7;
Horizon _ � � Source of Water JlJe j
'Hole depth / Measured (Actual) water level in hole
Distance between reference level Initial L r cm,
and soil surface I. .+ �C •cam Finalem- , oo 1 Obq
Distance from the hole bottom to Radius of the hale (r) cm
the reference level (D) enf- Clock time
Desired water depth in hole (I -I) - 4 m- Start saturation
Constant -head tube setting (d) cm Steady-state reading 3,.-P-
fv 1K15
Reservoirs Used for Measurement of ie Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C,F,) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C. -P.) , 105 cm2
(To obtain flow volute multiply change in water level by the appropriate C.F. from above )
clock
Reservoir
At
Change in
Flow
Q
Q
K
Time
Reading
Water Level
Volume
t
h:min
cm
min
cm
cm3
cm -/min
cm3/h
c
,''�
i 7 .
7
t
40
-- q
,J'a
"
�
! t,
I.
t
V
• -i
Average of last three measurements: KS. cm/h (other units)
COMMENTS:02 • `� re aid; � 5'0 red fid' `i �1. � � s; nee,! . ,S ��� "'s �r r
r
{J ,
f1 % 3 oc 3 C , �f r ?, aJ
39

Measurement No. tre± &I'l-
SAMPLE DATA SHEET
Conducted by W�
Location - { l . S L'J r,
�� ; ��, [' { Date at l
Weather Condition
Horizon A,) , c>�t�
Temperature n 'nr l
Source of Water
Hole depth+
c/ Measured (Actual) water level n hole
Distance between reference level
Initial 6G 91168
and soil surface
+ 3, 4 Final 1',(Y' cid
Distance from the hole bottom toRadius
of the hole (r) em
l c
the reference level (D)
- cfn11 Clock time
Desired water depth in hole (H)
- cfn Start saturation 17 ` r <,
Constant -head tube setting (d)
- 3 '' cll�i Steady-state reading
Reservoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir OnlyConversion
Factor (C.F.) = 20 cmr
Both Flow Measuring and Main
Reservoirs Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate CY. from above }
Q ®{ [
Clock Reservoir At
Change in Flow Q Kt
Time Reading
Water Level Volume '
h:min cm rain
cm cm3 cm /min cm3/h cm/h
ell
Average of last three measurements:
COMMENTS: -
q.1
'1,3
K.t _ �� cm/h /L�` �� (other units)
c� 0,� [ ��� ,� �, � �� �`� .� � �'� � � `b� �. � � 42•`3 � •- �,..�`� ,'`°{ �( � �'e?�..
39 C��
r[ it , ...
0 i
Average of last three measurements:
COMMENTS: -
q.1
'1,3
K.t _ �� cm/h /L�` �� (other units)
c� 0,� [ ��� ,� �, � �� �`� .� � �'� � � `b� �. � � 42•`3 � •- �,..�`� ,'`°{ �( � �'e?�..
39 C��
0 i
Average of last three measurements:
COMMENTS: -
q.1
'1,3
K.t _ �� cm/h /L�` �� (other units)
c� 0,� [ ��� ,� �, � �� �`� .� � �'� � � `b� �. � � 42•`3 � •- �,..�`� ,'`°{ �( � �'e?�..
39 C��

SANWLE DATA SHE T u `
Measuremen No. la
Conducted by
Locationr� y.'r°'
i"' = '�-.7ato y e
Weather Cond 'on'" 5' Lit
Horizon y�
Source of Water—'7
`�
=':'moi',':-::-::-,Y.':t�:•.'.
/ lU
Hole depth
L cm lVleashrdkl°rater level in hole
Distance between reference level
"initial ' S _ cm
and soil surface
+ • can Final cm
Distance from the hole bottom to
Radius of the hole (r) can
the reference level (D)
– cm J Clock time
Desired water depth in hole
cm Start saturation
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 cmc
✓
Both Flow Measuring and Main Reservoirs
Conversion Factor (C.P.) = 105 ems
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir At
Change in Flow Q Q KS84
Time Reading
Water Level Volume "
h:min cm min
can cm3 cm,/min cm'lh cm/h
l�rlIr� �!►:� �
1 r 3
)Z; 2`1�.�
I [
�2:yZ�2
Ind
Average of last three measurements:
K,,,= cm/la '{other units)
COMMENTS:
cm

Measurement No.r, -- ?
Location _ A C- {.., S Gr I>
Weather Condition a V g
Horizon A 1 t. Z—
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
SAMPLE DATA SHEET
Conducted by
5-1 1.4_11 41`I i f Date
6±qnzt Temperature
Source of Water _
c
Measured(Actual)
water level in hole, g
Initial {
+ , c� Final�l cm ��
Radius of the hole (r) 2, _ cm
the reference level (D) 1 ' 0 c� I Clock time
Desired water depth in hole (13) -1. cjd Start saturation
Constant -head tube setting (d) = y " cr Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir_ Only Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105 cru'
(To obtain flow volume multiply change in water level by the appropriate C,F, from above )
Clock
Reservoir
At Change in Flow
Time
Reading
Water Level Volume
h:min
cm
min cm cm3
r
39
fj
�3b
.
Z3,
5:-
1 , q
i
y : 3'I
yet 0
� � ►`�
"FILJ_A&%*7EP_
7i
a:
,
t 4
b:��£
Average of last three measurements: Ids, = cru/h
Q Q fat
cm3/min cm3/h cm/h
COMMENTS: � �a � � �� � - (iSi � ar 0-1 4-
laot—{
V
-
39
fj
(other units)

(To obtain flow volume multiply change in water level by the appropriate C.F. from above
SAMPLE DATA SHEET
Measurement No.
Conducted by
2 6,J
Location
Clock Reservoir
Pate 7PS/69
Weather Condition
Flow, Q Q Kl� at
Temperature
Horizon -2 — ?
Source of Water
Water Level
Volume
Hole depth'
t
Measured (Actual).Water level in hole
Distance between reference level
Ce ce/min cn0/h cm/h
Initial !�O>- VIn ice.
and soil surface
+ .6-
cm
'Final 6%5 cm
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
= cm
Clock time
Desired water depth in hole (H)
ZI cm
Start saturation
Constant -head tube setting (d)
=m
Steady-state reading
Reservoirs Used for; Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion -Factor (C.F.) = 20 cm2
Both Flow Measuring and Main
Reservoirs - t/"
Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above
e.
2 6,J
Clock Reservoir
At
Change in
Flow, Q Q Kl� at
5
Time Reading
Water Level
Volume
.39
h:min cm
mm
cm
Ce ce/min cn0/h cm/h
7-
/0.0
r4-
13
s7 7
lye
r
-3,
IS
3,0
7
0.
-2 -.5
Average of last three measurements:-
K,,t =
Cm/h (other units)
COMMENTS:
e.
2 6,J
2 9,O S
5
9 2-
.39
-F
7

COMMENTS:
39
SAMPLE DATA SHEET
4
Measurement No.
Conducted
by PA 0L
Location
Date -1
Weather Condition
Temperatm- -70 L
Horizon
Source of Water
23
Hole depth
cm Measured (Actual' water level in hole
Distance between reference level
Initial
and soil surface
+
cm Final cm
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
cm Clock time
Desired water depth in hole (H)
cm Start saturation qk"
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 crn'
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 Kat
Time Reading
-Water Level Volume
h:min cm min
cm
cm' cm3/m- in cm'/h cm/h
10 1Z t I
f
J3
C>
'72
to:' 3 >
5
Average of last three measurements:- K, -at =_
cm/h (other units)
COMMENTS:
39

!} - ►
SAMPLE DATA SHEET
Measurement No. �` C'
Conducted by WA4
Location - : I C r Date
Weather Conditto c_�,t.rf .. :.1., :, �.. + Temperature ti'-7c�°
Horizon
Source of Water -�
XN
Hole depth'
Z- cm Measured (Actual) water level in hole
Distance between reference level
Initial 5 cm
and soil surface
+ `i cm Final Vol cm
Distance from the hole bottom to
Radius of the hole (r) ern
3
the reference level (D)
– cm Clock time
Desired water depth in hole (H)
- { cm Start saturation 21
Constant -head tube setting (d)
_ _ '3 cm} Steady-state reading
{0 (
Reservoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C.F,) = 20 cm2
Both .Flow Measuring and Main Reservoirs 2-- Conversion Factor (C.F.) = 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 Ksa�
Time Reading
Water Level Volume
h:min cm min
cm cmc cm3/min cm3/h cm/h
rt TE
11,0
I I
} � r o }
!t
.
1 �
j
is y —y t(ty{
C7 ?
/
l! '
(�
Average of last three measurements:
K,a, = cm/h (other units)
COMMENTS:n,VW4sLn e� ,.�,
k
i
39

1
Measurement No.
Location pec
Weather Condition 2-Lc+1•i C1�
Horizon �,C r `I b .3 640 - `7
Hole depth -
Distance between reference level
and soilsurface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
SAMPLE DATA SHEET -
Conducted by IL IJ
date :z m { �=d S
Temperawm
Source of Water 4/&//
cm Measured (Actual) water level in hole
Initial S'/f cm
+ .3 cm Final s" �// cm
— !2^ cm Clock time
CM Start saturation 3'.53
l� cm Steady-state reading �' 7
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only , Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main. Reservoirs f Conversion Factor (C.F.) = 105 cml
(To obtain flow volume multiply change in water level by the appropriate C.F. from above
Clock Reservoir At Change in Flow Q Q Kv, -
q
Time
Reading
mater Level Volume
h:min
cin
min
cm co cm3 /min cm3/h cm/h
;$?,8
}
®13
6
{ 0
1,
E
,g
31 , w
P_ 1-1
9,u, 5
13
3, 3. ,
3
�q, s
5
I,
Average of last three measurements:
K. = cm/h (other units)
COMMENTS:

u
Measurement No.
Locatione�
Weather Condition ?d, r l lt, C_.6-tA
Horizon 2-8( /9G , � - Sq
I
Hole depth -
Distance between reference level
and .soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
SAMPLE DATA SHEET -
Conducted by�-1� .
date 7- iG-oO,
Temperature
Source of Water 11 it
59 cm Measured (Actual) w�ter level in hole
Initial cm
+ 8 cm Final 7/ cm
? cm Clock time
cm. Start saturation 3,4q
=
61 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.F.) = 105 r cmc
(To obtain flow volume -multiply change in water level by the appropriate C.F. from above }
Clock
'Reservoir
At
Change in Flow
Time
Reading
Water Level Volume
h:min
cm
min
cm cm
:27t 1
t
a
p5,?
e
ASO
t
r�
19 oil 2
1 ,
/
I
r
Jj%% C I
Average of
last three measurements: = cm/h
COMMENTS;
Q Q
cm3/min cm3/h cm/h
(other units)

1r .
-
SAMPLE DATA SHEET
Measurement No. �_�� Conducted by IA � �
Location _ / �'� b"W i k err ,:.. ,. Date
Weather Condi n G Temperature �PJ r
',
Horizon z, d
Source of Water'
Hole depth
`1� cm Measured (Actual) water level in hole
Distance between reference level
Initial Q ,O cm
.`
and soil surface
-t- • cm Final cm
"
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
Desired water depth in hole (t'•1)
— cm Clock time
- cm Start saturation : v
Constant -head tube setting (d)
— cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Both Flow
Conversion Factor (C.F.) = 20 cm2
.
Measuring and Main Reservoirs 1f Conversion Factor (C.F.) = 105 cm2
r "
(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
Clock Reservoir At
Time Reading
Change in Flow Q Q fat
Water Level Volume
j
h:min cm Hain
cin cm3 cn*mm cm31h cm/h
u
h
Average of last tree measurements:
g
uu
"sat '- cm/h (other units)
COMMENTS:
q
1,03
=i
-

SAMPLE DATA SHEET
Measurement No. , Conducted by K'
Location Yc C date i G% '
Weather Conditiond'ar o Tem 7-T u
Horizon -2—LI Sour+ce of Water
____---
Hole depth -
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
L4 Lj
i,\ Measured '(Actual)�wate level in hole
Initial T emt
+ cm Final 4 cm
cm Clock time
- cm. Start saturation: 5 7
cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State 'Flow Rate
Flow Measuring Rese&OjrQp y Conversion Factor (C.F.) = 20 cm3
Both Flow Measuring and Reservoirs: Conversion Factor (C.F.) = 105*crn3
(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
h:mm cnl min cm cri? cm3/min cm"/h cm/h
r y; q -
s 1e�
77— TO
Average of last three measurements: K,,, = cm/h (other units)
COMMENTS:__
.-I

(To obtain. flow volume multiply change in water level by the appropriate. C.F. from above )
Clock
'Reservoir
At
Change in Flow
Time
Reading
SAMPLE DATA SHEET
h:mm*
Measurement No. /V/ Conducted by. t=�_
min
Location
date Z//&//o F
Weather Condition 1-v < ���
Temperate �s
Horizon So of Water
Hole depth- ear 1
Measured (Actual) water level in hole
Distance between reference level /0
Initial em
and soil surface _. + cm
Final cm
Distance from the hole bottom to
4cm
the reference level (D) = -—
Clock time
sr
Desired water depth in hole (H) cm
Start saturation
Constant -head tube setting (d) = cm
Steady-state reading
Reservoirs Used for Measurement of the SteadyStatc Flow Rate
Flow. Measuring Reservoir Only
Conversion Factor (C.F.) = 20 Cm2
Both Flow Measuring and Main. Reservoirs
Conversion Factor (C.F.) : 105*cm2
(To obtain. flow volume multiply change in water level by the appropriate. C.F. from above )
Clock
'Reservoir
At
Change in Flow
Time
Reading
Water Level Volume
h:mm*
Citi
min
cin cm3 cO/min cm3/h cm/h
1Y Y
/1 0
Average of last three measurements: K. _ _ cmlh
COMMENTS:
(other units)

r, 1..�7
SAMPLE DATA SHEET
Measurement No. l�;z l<3- i
.. Conducted by FW
Vocation Date
Weather Condition Temperature •� "7��'!
Horizon _}� �6��-� >> t? - �� Source of Water -r
Hole depthMeasured (Actual) water level in hole
Distance between reference level Initial . 0 " �f r� %$ �
and soil surface + 3 , -cn( Final ' cm
Distance from the hole bottom to Radius of the hole (r)
the reference level (D) cm f Clock time x
Desired water depth in bole (H) Pi Start saturation atw)
Constant -head tube setting (d) - Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C,F.) - 20 cm2
Both Flow Measuring and Main Reservoirs 2- Conversion Factor (C.F.) = 105 cm2
To obtain flow volume multiply change in water level by the ap ropriate C,F, fro above }
o��0 143 (0
Clock Reservoir At Change in Flow Q Q
Time Reading Water Level Volume ac
h:min cm min Crn cm3 cm /min crn3/h cmlh
01 -L, (D
;i
? «
'Average of last three measurements: KS,t=� `� cm/h bti��a C (other units)
CQMMENTS:.C) ��04c ek
�'�1 L f�j..�t5�.,t;.:�.:t..;'j::.....,. ('teFo-1 fiE_�.a{.� �i•l: �iK' �` �� ,O 09 '" 1��
i
10', CO
39 1
r 2,
i `3 f
M

SAMPLE DATA SHEET
Measurement No. r� � " � Conducted by
Location '? k T Date&5
Weather Condition Temperature L t'
Horizon ., 0 -,? Source of Water
Hole depth 3 cm Measured (Actual.) w ter. level in hole
Distance between reference level Initial _ cm
and soil surface + cm Final cm
Distance from the hole bottom to Radius of the hole (r) cm
the reference level (D) = cm Clock time
Desired water depth in hole (H) - cm Start saturation
Constant -head tube setting (d) = cm Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Plow Measuring Reservoir Only
Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = las cm2
(To obtain
flow volume rnultiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At
Change in Flow Q Q K,,
Time
Reading
Mater Level Volume
h:min
cm
min
cm cmA cm /min cO/h cm/h. .
S
�
rt7
L
t
Average of last three measurements:
Ks, = cm/h (other units)
COMMENTS,

SAMPLE DATA SHEET 11
No. ' �--Con by - w ki
Measurement N
ucted
l
Location t W a
e,. eii r-, r-1
'� i 1 k . Date J$ 06
Weather CorXdition � r �,
V"" fes{
Temperature ^J71S�� [-
Horizon t k t-
Source of Water
cm3/h
Hole depth
c/i
Measured (Actual) water level in hole
Distance between reference level
,
Initial 3 l� cM
and soil surface
+ c�n
Final `f' o chi
Distance from the hole bottom to
'may,
Radius of the hole (r) m
the reference level (D)
_ CM
Clock time
Desired water depth in hole (H)
- c�
Start saturation
Constant -head tube setting (d)
3 (z '7
Steady-state reading
l
ter
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
ly
Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the app ro riate C.F. from Bove) .
Clock Reservoir At Change in Flow, Q Q Ksat
Time
Reading
Water Level
Volume
h:miin
min
cm
cin,
cmc /min
cm3/h
cmlh
(cpm
/y
'may,
�j;2q
�pz
f✓ `a
lr�f21 'I
Qq
' j ' . lJ
�j •�� `i
3 (z '7
l
ter
3311 a
ly
t `� . ?7
�J ,
i % j2,
29,
k �
RQ.(�l t �a...�?�-f.•.,x_'�s.,
�..•e-• 3�,'� <( Wt
�j•i �is
f � k t✓
3 ,'�*w
O
Ito
►
r$0
'
Average, of last three measurements:
Ksat cm/h,
6_FD (ot er units)
COMMENTS:
131
C;#Y 0-, 39
,� 6--t= D

Average of last three measurements: S$tcm/h (other units)
Ig COMMENTS:— I
39
SAMPLE DATA SHEET
Measurement No. tL1;
Location1A)
Conducted by,
'Y -v% Date
Weather Condition v c,j
Temperaturr, -A'11
Horizon r
Hole depth
Measured (Actuallevel in hole
Distance between reference level
Initial
and soil surface
Distance from the hole bottom to
+ Final
Radius of the hole (r) md
90
the reference level (D)
_22q�_
Clock time
Desired water depth in hole
cl� Start saturation
Constant -head tube setting (d)
A ch Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Factor (C.F.) = 20 cmc
UO
Both Flow Measuring and Main Reservoirs Conversion Factor (C.P.) = 105 cniz
(To obtain flow volume multiply change in. water level by the appropriate C.F. from above
Clock Reservoir At
Time Reading
Change in Flow Q Q K..t
Water Level Volume
h:min cm win
cm cm3cm3/min cm/h crn/b
"I +7A
'flit 0
3
Average of last three measurements: S$tcm/h (other units)
Ig COMMENTS:— I
39

t SAMPLE BATA Qnvv `
Measurement No. r� C " �, C nducted by A.
Location'l'. 1�-J ''�..
�_ i si-t !
ii'a �� Date
Weather Condition
Horizon f� t7�1Source
l � ...
A,Temperatu
()
of Water ater
_,Ajetj?
�1'-'°I.....
.fit
Hole depth
"
�> ` ci -
t
Measured (Actual) water level in hole
Distance between reference level`
•
t�
Initial
and soil surface
+ . + c7r
Fine "� (
Distance from the hole bottom to
Radius of the hole (r) 21
the reference level (D)
c�
Clock time "^
Desired water depth in hole (H)
- c
Start saturation -►
Constant -head tube setting (d)
,09
Steady-state reading
Reservoirs Used for Measurement
of the Steady -State
Flow Rate
Flow Measuring Reservoir only
3
Conversion Factor (C,F.) = 20 cm2
Both Flow Measuring and Main
Reservoirs 2
Conversion Factor (C.P.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
A
Clock Reservoir At Change in Flow Q Q
a{ .
Tune Red'
h:min
a mg
cm
min
Water Level volume
l � ...
-
cm.."cm3
�1'-'°I.....
26,14 i..
!t? 39......
y.o�
,33
3
ILI 0
qlq
Average
of last three measurements:
KTP =
�-r lj em/h
COMMENTS:
=3/min cm3 /h
cn1/h
19.1.
11 6,
l � ...
I b, �7
�1'-'°I.....
26,14 i..
!t? 39......
=3/min cm3 /h
cn1/h
19.1.
11 6,
WA
I b, �7
r i V i" V ((other jlj]j)
r
WA

SAMPLE DATA SHEET
VA
Measurement No. Conducted ky
Location lh_-LSWj to -S.A,e-AMA Date
Weather Condition _�, cLdu el-,,
�-: 1�(
Horizon R 2:4-
'Source ofWater
WW 0
Hole depth
C7( Measured (Actuals water level in hole
Distance between reference level/Initial
and soil surface
+ • cFinal c
Distance from the hole bottom to
a Radius of the hole (r) 'A, In
the reference level (D)
Clock time
-2
Desired water depth in hole (H)
Start saturation
Constant -head tube setting (d)
Steady-state reading
Reservoirs Used for Measurement
of the Steady -State Flow Rate
i �
Flow Measuring Reservoir Only
-
Conversion Factor (C.F.) = 20 crO
Llj
Both Flow Measuring a nd" Main
Reservoirs Conversion Factor (CY.) = 105 cm7
(To obtain flow volume multiply change in water level by the appropriate C.F. from above
Clock Reservoir At
Change in Flow Q Q bac
Time Reading
Water Level, Volume
h:min cm min.
cin cm, cm/min cm31h cm/h
Lil-14
-5 Z_
2J
12-
t
3­�
...... . . ...
?: q,
1-7
�
2- Z
1 15,
•at
A
3; 13.3
Average of last three measurements:
fat = cm/h (other units)
COMMENTS:
.... .. .... ...... ...... . .... ...... . . .. .......... . ............... . ...........
W
146
39

. ...... ....
SAMPLE DATA SHEET
Measurement No. Conducted by
Location kAe- - Y -'1- 0 Date
Weather Condition j�,ro-o-t-i Temperam
Horizon A Igo ev�-,i' 0 - ource of Nater
Hole depth C/ Measured (Actual) water level in hole
Distance between reference level Initial 0/?) 9af
and soil surface + 4 Final 9 1/ 5� cny` 4—
Distance from the hole bottom to Radius of the hole (r) (M-3
the reference level (D)C4 J Clock time
Desired water depth in hole (H) CrA Start saturation
Constant -head tube setting (d) = y C Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and'Main Reservoirs _1�_ Conversion Factor (C.F.) = 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
Time
Reading
Water Level Volume
h:min
cm
min
cm cm3 cm'/min cm/h cm/h
q 2.D
'Y
—2-
4
Average of last three measurements:
KSS = cm/h (other units)
COMMENTS:
39

(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
SAMPLE DATA SHEET
Change in
Measurement No. A /V /I
d
Conducted by
Reading
b. V, <- 0 ,, ,,-
Location 6
Date wff/69
Volume
lyTemperature
Weather Condition ('49(, s/L-
- -
Tenipedtur�21ff;—�
Min
Horizon
Source of Water
%cm
5z
Hole depth'
Measured (Actual) water level in hole
Distance between reference level
1 1
initial ff ye\
and soil surface
+ cm
'Final .em i'v-�
37
Distance from the hole bottoqi to
Radius of the hole (r) cm
the reference level (D)
cm
Clock time
Desired water depth in hole (H)
cm
Start satuiation
Constant -head tube setting (d)
cm
Steady-state reading
Reservoirs Used for Measurement
of the Steady -State Flow Rate
Flow Measuring Reservoir Only
3,
2,
Conversion Fgpton(C.F.--) = 2&�-.CRy
431
Both Flow Measuring and Main
Reservoirs I-,'
Conversion Faqtdi (C.F.) = 1 05 cmc
a:3
......... ..
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir
At
Change in
Flow, Q Q K,at
Time
Reading
Water Level
Volume
h:min
cm
Min
cm
cm3 en?/min cO/h cm/h
5z
7T�
37
3
Q 3'#Y
5
�7
3,
431
1 -2,
a:3
D LI
9,3
Average of last three measurements:-
KS t =_.cm/h
(other units)
COMMENTS:
I .
39

of last three measurements:- I of = .cm/h (other units)
�1
6
%U��
SAMPLE DATA SHEET
�►�
Measurement No.
4
Conducted by
Location - -
c r.. Ve Date -r'-DT
Weather Condition (Q/f y C/,ted
Horizon — L
{.
,
Source Water Temperate
of
Hole depth'
cm Measured (Actual) Water level in hole
Distance between reference level
- Initial 5A,5 em
and soil surface
+ cm FinalLY (
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
— cm Clock time
i
Desired water depth in hole (H}
-� cm Start saturation �� 0
Constant -head tube setting
. gd (}
— �� G cm Steady -state, -reading
Reservoirs Used for Measurement of the Steady -State Flow Rate.
17
Flow Measuring Reservoir Only
Both Measuring
Conversion. Factor (C.F,) = 20 cm2
✓
Flow and Main
Reservoirs Conversion Factor (C.F.) = 105 cm2
T
(To obtain flow volume multiply change in water level by the appropriate C.F. from above) .
Clock Reservoir At_..: a; :Change in Flow, Q Q a�
Time Reading: =_., "
Water Level Volume
h:min cm -min "
cm cm3 cmc/min cmilh cm/h
.5,3
a.
5,
a: av 0 S.
b
of last three measurements:- I of = .cm/h (other units)
�1

�1 /AI-, I
Location " L ' '
Weather Condition r 11,1
Horizon 3 `l - '-1 0
SAMPLE DATA SUET
Conducted by W
$N�ca vibe o Date iS Of
C Temperature
Hole depth'
Distande between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
Source of Water
erg Measured (Actual) water level �n hole
Initial 1, 75_ em f
+ cm 'Final 7..1 ; r
YRadius of the hole (r) cm
l cm Clock time3 ; 3 3
cm Start saturation
7
cm Steady-state reading
Reservoirs Used for Measuremenf of fhe Steady -State Flow Rate
ow. Measuring Reservoir Only Conversion.Factor (C.F.) = 20 cm2
Both Flow 'Measuring and Main Reservoirs Conversion Factor (C.F.) = 105,11
cm2
(Toy obtain fjow :volume multiply change in water level by the appropriate C.F. from above } -
Clock Reservoir At _Change in Flow, Q Q Kat
Time Reading Water Level Volume
h:min cm min cm cmc` celmin cmllh cmlh
39
3:
3d'Y
3; L( 1
a/A
_
3-
a
3 I YP
315d,
ID•�
a
a
3�5
7.7
a.
3:5 9
a, Y_
07,
i )n
6,J 6
L/ 5
�w
Y o 7
Average of last three measurements:- fat = .cmlh (other units)
1007
33.
COMMENTS- -'6 LAI
" 64
� t' � � �j,� �.r��f A t^ q.�r
39

SAMPLE DATA SHEET
Measurement No. 41, -1? Conducted by 14M
Location _ AC, -"W5
Weather Condition I uv,,.GO - f. , r
Horizon 4 fi source of water
Hole depth fO 4, cp Measured (Actual) water level in hole
Distance between reference level Initial
r
and soil surface +: l •c� Final �
Distance from the hole bottom to Radius of the hole (r)
the reference level (D) ci Clock time
Desired water depth in hole (H) - f� c� Start saturation''
Constant -head tube setting (d) = S, ° c� Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 cm2
Both Flow Measuring and"Main Reservoirs Conversion Factor (C.F.) = 105 cm2
Date 5 - Z'1;- b2
Temperature
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
Clock
Reservoir At
Time
Reading
h.min
cm min
5' to
gs�t
22 �5" i
�2
1't •2 t
ytih
Average of last three measurements
COMMENTS: ) y
Change in Flow
Water Level Volume
cm cm3
cm/h
Q Q K�at
cm'/min cm3 /h cm/h
(other units)
G

Measurement No. .0
Location . 1-1 � C �
Weather Condition pori- 0,
Horizon e— lq
Hole depth
Distance between reference level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired water depth in hole (H)
Constant -head tube setting (d)
SAMPLE DATA SHEET
Conducted by ... JJ _
o , Date
c . Temperature
Source of Water
cm Measured (Actual) water level in hole
Initial (0 Yq cm
+ 5 cm 'Final 6. . cm
Radius of the hole (r) cm
cm Clock time
--r--3=-
cm,' Start saturation lD .0 oZ
13- cm Steady-state reading
Reservoirs Used for Measuremenf of fhe Steady -State Flow Rate
Flaw Measuring Reservoir Only Conversion. Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 105 cm2
(To obtain flow volume multiply change in water level by the appropriate C.F. from above )
L6,aj
Clock Reservoir
At Change in
Flow, Q Q Kat
Time Reading
Water Level
Volume
h:min cm
min cm
cmc cm3/min cmilh cm/h
07 37,`
r{
B
\, a
S
! j 3
g
/.5 d-6,8
1, Ll
r6 as, q
,,
,i V,!
Qo a. a
Average of last three measurements:- Kiat =
cm/h (other units)
COMMENTS:
as
39

Average of last three measurements:- Ksat = .cm/h (other units)
COMMENTS:
39
SAMPLE DATA SHEET
Measurement No.
Conducted by 1144
Location S,ecN RN 03
Date
Weather Condition Pac--
Temperature
`
Horizon Z �- -- �
Source of Water. �t &.11 -
Hole depth
°
cm Measured (Actual) water level in hole
9.
Distance between reference level
Initial l cm
and soil surface
+ cm 'Final -cm.
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
= 3 cm Clock time
Desired water depth in hole (H)
-= cm Start saturation
Constant -head tune setting (d)
_ 3 cm Steady-state reading j I `. -ay
Reservoirs Used for Measurement of the Steady -State Flow Rate
)-7
Flow Measuring Reservoir Only
Conversion . Factor (C.F.) = 20 cm2
Both Flow Measuring and Main
Reservoirs ✓ Conversion Factor (C.R) = 105 cm2
3
(To obtain flow volume multiply change in water level by the appropriate C.F. from above } -
Clock Reservoir At
.Change in Flow, Q Q KIM
Time Reading
Water Level 'Volume
h:mm' cm -min
cm cm3 cm3/min cm3/h c ih
Average of last three measurements:- Ksat = .cm/h (other units)
COMMENTS:
39
4401
9.
h
I,
2g�?
/17
a4� 1
)-7
Average of last three measurements:- Ksat = .cm/h (other units)
COMMENTS:
39

SAMPLE DATA SHEET =
Measurement No.
Conducted by 1
Location- �'�'� d
Date �
Weather Condition -ZAN4
Temperatum
Horizon _3L
Irce of Water \,Qr 11
Hole depth'
cm Measured (Actual) water level in hole
=
Distance between reference level
Initialcm-
and Soil surface
//
+ b cm Final =.. Cm
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
cm Clock time
ills
Desired water depth in hole (H)
- �� _ em Start saturation
Constant -head tube setting (d)
cm Steady-state reading , 0, ',20
r
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir, Only
Conversion. Factor (C.F.) = 20 cm2
Both Flow Measuring and Main Reservoirs V/1, 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 KSat
Time Reading
Water Level 'Volume
h:inin cm min
cm e1111 cOlmin cm% cm/h
may'
3 t a --t . f
a o
Average of last three measurements:-
Kiat = cmth (other units)
COMMENTS:
39

F_n
Average of last three measurements:- K,,t = cm/h (other units)
COMMENTS:
39
SAMPLE DATA SHEET
Measurement No. 0
Conducted by
`711
Location -C C 0.
Date 6110P
Weather Qpndition I., /'(,­:r1j
Temperaftum
Horizon 5 G
ounce of Water
wi,7,1
Hole depth
cm
Measured (Actual) water level in hole
Distance between reference level
1 0.
Initial %n 4-,
and soil surface
-cm
.'Final �48 -cm
Distance from the hole bottom to
Radius of the hole (r) cm
the reference level (D)
cm
Clock time
Desired water depth in hole (H)
cm
Start saturation
Constant -head tube setting (d)
cm.
Steady-state reading
F_n
Average of last three measurements:- K,,t = cm/h (other units)
COMMENTS:
39
Reservoirs
Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only
Conversion Tactor (C.F.) = 20 cm2'
Both Flow Measuring and Main Reservoirs V" Conversion Factor (C.F.) = 105 cm2
(To obtain
flow volume
multiply change in water level by the appropriate'C.F. from above
�4
Clock
Reservoir
At
Change in Flow,
Time
Reading
Water Level Volume
h:min
cm
-min,-.
cm cmi ce/min celh cm1h
5
37'
3,
.�6, D
4 A 4
laQ,
77
37
F_n
Average of last three measurements:- K,,t = cm/h (other units)
COMMENTS:
39

SAMPLE DATA SHEET
Measurement No. ©- Conducted by
Location k h c bI? Date?/;/q
Weather Condition Temperature 7
Horizon 9) -- 7 Source of Water Wel
Hole depth' cm Measured (Actual) Nyater level in hole
Distance between reference level Wtial cm
and soil surface + cm Final c f - cm
Distance from the hole bottom to Radius of the hole (r) cm
the. reference level (D) cm Clack time
Desired water depth in hole (H) - cm Start saturation 10,15?
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 cm3
Both Flow Measuring and Main Reservoirs Conversion Factor (C.F.) = 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 I�at
Time
Reading
Water Level 'Volume
h:min
cm
-min -
cm cmc cm3/min celh cm/h -
/v -SS
Y.).6
d,
IL.-_ as
y/, (
/.
tt,da
36
a
-3 �2,
Average of last three measurements:- K,,,,t = cm/.h
COMMENTS:
39
(other units)

8
SAMPLE DATA SHEET
Measurement N%o. w Conducted by
q40—
Location - C P v pc a N� b e Date V/0
0
Weather Condition Temperature % 3 _r
Horizon �' ` `� �( Source of Water W- e. i
Hole depth
3 cm
Distance between reference level
and Boil surface
+ cm
Distance from the hole bottom to
the reference level (D
— cm
Desired water depth in hole (H)
cm
Constant -head tube setting (d)
3 (a cm
Measured (Actual) water level in hole
Initial 5. ;I5
'Final -9-7-7--cm
Radius of the hole (r) cm
Clock time
Start saturation
Steady-state reading 70,b f
Reservoirs Used for Measurement of the Steady -State Flow Rate
FlowMeasuring Reservoir Only Conversion. Factor (C.R) = 20 cm2
Both Flow Measuring and Main Reservoirs _ Conversion Factor (C.F.) = 105 cmc
(To obtain flow.volume multiply change in water level by the appropriate C.F. from above )
Clock Reservoir At .Change in Flow, Q Q 1 .,at
Time Reading Water Level Volume
h:min cm min ' cm cmc- cmc/rain cn?/h cmlh
la y Ltd.`
39
6.
�a a,
z ,
tis;i7
D
�
raj
•aa�1
2
- R �t _ •
_(U;�7
a l 1 3
2- s�
Id. -3 /3='F
q4, D
l
Average of last three measurements:- Kit = cm/h (other units)
COMMENTS:
la y Ltd.`
39

a
SAMPLE DATA SHEET�,'~'
Measurement No. `"- Conducted by �"1A
' Location Daie r ,`
.._°�.
Weather Conition P $G�t � � a sk , Temperam
1`Torizon _ 'f '2� r
; `3 Source of Water w e
Hole depth c Measured (Actua� wat,r level in hole
Initial k2
Distance between reference level �� �`"+ `�Gnr
-
and soil surface + cii Final G
Distance from the hole bottom to Radius of the hole (r) 1, m�
the reference level (D) 2// Clock time 1
Desired water depth in hole (H) Start saturation
t+ �+A f`t5
Constant -head tube setting (d) = c Steady-state reading .
Reservoirs Used for Measurennent of the Steady -State Flow Rate
.> Flow Measuring Reservoir Only Conversion Factor (C.F.) = 20 ce
t Both Flaw Measuring and Main Reservoirs _ Conversion Factor (C.R) = 105 cmc
(To obtain flow volume multiply change in water level by the appropriate C.F. from above }
Clock Reservoir At Change in Flow Q Q K.,
Time Reading Water Level Volume
h:min em min cmr; cm3 cm3 /min cm3/h crrclh
S
t�'•�' fig,
2 c> ---- '&10
zo
j1 .D , 11"t 6� z c,
Average of last three measurements: KSd _ cm/h (other units)
COMMENTS:.
r��'J, , 4 , , ;... , � :• r � �,:,....� : ; . �, t...: .: � <:.� l' e. Av;
39

SAMPLE DATA STREET
Measurement No. Conducted by
Location tJ
Weather Cq'P'dition Temperature
Horizon o
6 Source of Water
Hole depth iC ci Measured (Actual) water level in hole
Distance between reference level Initial gi-IC"ciyr-
and soil surface + C� Final t- -u; " ' <-"
Distance from the hole bottom to Radius of the hole (r) 'ISP cm
3 the reference level (D)I Clock time
Desired water depth in hole (H) c/o Start saturation
Constant -head tube setting (d) I
Steady-state reading
Reservoirs Used for Measurement of the Steady -State Flow Rate
Flow Measuring Reservoir Only _ Conversion Factor (C.F.) = 20 CM2
Both Flow Measuring andMainReservoirs Conversion Factor (C.F.) = 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 K.,
Time Reading Water Level Volume
h.min cm min cm cm3 cul'/min cm3/11 cm/h
tp
Q& 57
iq, b
J"j
Average of last three measurements.* K,,, w cm/h (other units)
COMMENTS:
We

8.0 Attachment C
Nutrient Balance Spreadsheet

'G
BUNCOMBE COUNTY, NC
HIGH CAROLINA
Agronomic Evaluation
PAN = [(MR) x (TKN - NHA + [(1 - VR) x (NHA + [NO3 + N021
where:
PAN = Plant Available Nitrogen
MR = Mineralization Rate (typically assumed to be 20% for aerobic/ activated sludge type systems)
VR = Volatilization Rate (typically assumed to be 20-30% for drip irrigation systems)
TKN = Total Kjeldhal Nitrogen (value from WWTP effluent calculation)
NH3 = Ammonia Nitrogen (value from WWTP effluent calculation)
NO3 = Nitrate Nitrogen (value from WWTP effluent calculation)
NO2 = Nitrite Nitrogen (value from WWTP effluent calculation)
Data Inputs
Calculate Phosphorus Loading in pounds per year
Calc P Loading 2435 lbs P/ year
Calc Phosphorous uptake 186.2 lbs P/ year
Are we nutrient limited with respect to Phosphorous? YES
Irrigation Area based on Phosphorus 15,154,400 fe
Utilized Irrigation Area 1,158,690 fe
If we are nutrient limited with respect to Phosphorous justify with soil fertility analysis.
NCSU Appendix B Guidelines for nutrient limited sites with respect to Nitrogen
Calc. N leaching into Ground water (assume only 50% PAN uptake)
1653.2 lbs N/ year
Chemical Concentration of Flux Leaching into Ground water
2.7 mg/L
PROJECT #307808
Brooks Engineering Associates, PA P. 1 of 1 11/17/2008
MR=
0.2'
VR =
0.3'i
WWTP effluent conc.
TKN =
2 mg/L
NH3 =
1 mg/L
NO3 =
3 mg/L
NO2 =
1,; mg/L
P =
4mg/L
PAN =
4.90
mg/L
Proposed irrigation rate
1.94
in/wk
Design Flow
200000 gpd
PAN uptake/ acre
100
lbs PAN/ acre/ year
Phosphorous uptake/ acre
7
lbs P/ acre/ year
Irrigation Area
26.6
Acres
Calculate PAN Loading in pounds per year
Calc. PAN Loading
2983
lbs PAN/ year
Calc. PAN Uptake
2660
lbs PAN/ year
Are we nutrient limited with respect to Nitrogen?
YES
Irrigation Area based on PAN
1,299,490
fe
Utilized Irrigation Area
1,158,690
fe
Calculate Phosphorus Loading in pounds per year
Calc P Loading 2435 lbs P/ year
Calc Phosphorous uptake 186.2 lbs P/ year
Are we nutrient limited with respect to Phosphorous? YES
Irrigation Area based on Phosphorus 15,154,400 fe
Utilized Irrigation Area 1,158,690 fe
If we are nutrient limited with respect to Phosphorous justify with soil fertility analysis.
NCSU Appendix B Guidelines for nutrient limited sites with respect to Nitrogen
Calc. N leaching into Ground water (assume only 50% PAN uptake)
1653.2 lbs N/ year
Chemical Concentration of Flux Leaching into Ground water
2.7 mg/L
PROJECT #307808
Brooks Engineering Associates, PA P. 1 of 1 11/17/2008

8. 0 Attachment'D
Water Balance Spreadsheet

Determination of Allowed Wastewater Aw3lication Rate Based on Hydraulic Water Balance
(based on Asheville Airport Weather Station data available at:)
htto //radar meas ncsu edu/cci-bin/sgrcelcliMAIN of?ncO300
Hydraulic Water Balance Equation:
Lwh = (PET + Perc) - Pr, where
Lwh = allowable wastewater loading, in/mo
PET = potential evapotranspiration, in/mo
Perc = percolation, in/mo
Pr = rainfall, 5 -yr average
Potential Evapotranspiration Equation:
PET = 0.63 - S - ((50 * (T-32))/(9 * 1))A, where
PET = potential evapotranspiration, in/mo
S = no. daylight hours @ 360 latitude in 12 -hr increments
T = ave. monthly air temperature, OF (30 -yr ave. obtained from NC-climate.ncsu.edu)
I = annual heat index (sum of monthly heat indices)
A = power term (derive from annual heat index, 1)
Annual Heat Index Equation:
I = (T-32)1.514/9, where
I = sum of 12 monthly heat indexes
T = ave. monthly air temperature, OF
Power Term, A, Equation (derive from annual heat index, 1):
A = 0.000000675(1)3 - 0.0000771(1)' + 0.01792(1) + 0.49239
Determine Annual Heat Index:
Month I
Jan 0.8385903
Feb 0.6835264
Mar 2.0158379
Apr 3.8966082
May 6.1892556
Jun 8.5719347
Jul 9.9318831
Aug 9.4951059
Sep 7.3808862
Oct 4.1939732
Nov 2.0372187
Dec 0.6835264
I= 55.9183466
Determine Power Term, A, derived from annual heat index, I
A = 0.000000675(1)3 - 0.0000771(1)' + 0.01792(1) + 0.49239 = 1.37139
Page 1 of 3

Determine Potential Evapotranspiration, PET:
PET = 0.63 x S x ((50 x (T-32)) / (9 x I))A
Daylight Hrs
Determine Percolation, Perc:
Perc, in/hr =
Perc, in/day =
05 geometric mean Ksat from most limiting layer
12
(NC DWQsuggests 5 to 10% of the actual saturated vertical hydraulic
conductivity to be used for design for the most limiting layer within the
first 5 feet from the surface. This accounts for measuring hydraulic
conductivity in a saturated flow regime while the wastewater drip
% of Perc used for design = 10, irrigation system is designed to operate in unsaturated conditions.
Design Perc, in/day = 1.2
Wastewater is applied every day of the month, except during wet or freezing conditions.
��� Page 2 of 3
@350 Lat Air Temp
PET
Month
S, 12 -hr units T, OF
in/mo
Jan
0.87 36;8'
0.14
Feb
0.85 39
0.33
Mar
1.03 4.,3,
1.05
Apr
1. 09 54, °1 `
2.02
May
1.212
3.41
Jun
1.21 t 692,'
4.58
Jul
1.23 73°.0'
5.32
Aug
1.16 718!
4.81
Sep
1.03 65.7;
3.40
Oct
0.97 55.2
1.92
Nov
0.86 46,4,;
0.89
Dec
0.85': 39';
0.33
Total
28.19
Determine 80th percentile yearly precipitation, Rainfall, Pr, Based on 30 yr Rainfall Data
Pr, 80th percentile rainfall = Pr(ave.), 30 -yr ave. rainfall, + 0.80 x Standard Deviation
Pr = Pr(average) + 0.80 * Standard deviation
30 -yr Ave
80th percentile
Rainfall Standard
Rainfall
Month
Prlavel. in/mo Deviation '
Pr, in/mo
,Ta n15'
5.14
Feb.`
362 1.96,
5.19
Mar
4'.32 2,09?
5.99
Apr
3�4�. 182
4.80
May
12 .2:,22
5.90
Jun
241
6.46
Jul-.
.4; 45 2:60
6.53
Aug
4 56 243
6.50
Sep
" 3 99 264
6.10
Oct
3.27:; 2,17•
5.01
Nov,
58.; 1;52
4.80
Dec
=3.44 1 X78
4.86
Totals aF Rn 8 52`
53.62
Determine Percolation, Perc:
Perc, in/hr =
Perc, in/day =
05 geometric mean Ksat from most limiting layer
12
(NC DWQsuggests 5 to 10% of the actual saturated vertical hydraulic
conductivity to be used for design for the most limiting layer within the
first 5 feet from the surface. This accounts for measuring hydraulic
conductivity in a saturated flow regime while the wastewater drip
% of Perc used for design = 10, irrigation system is designed to operate in unsaturated conditions.
Design Perc, in/day = 1.2
Wastewater is applied every day of the month, except during wet or freezing conditions.
��� Page 2 of 3

Determine Allowed Monthly Hydraulic Wastewater Loading, Lwh:
Lwh = (Potential Evapotranspiration + Percolation) - 80th percentile rainfall
Lwh = (PET + Perc) - Pr
Pr, in/mo
Application
Lwh, in/day
Lwh, in/wk
5.14
Month
Days/Mo
PET, inlmo
Perc, in/mo
PET + Perc
Jan
31
0.14
37.20
37.34
Feb
28
0.33
33.60
33.93
Mar
31
1.05
37.20
38.25
Apr
30
2.02
36.00
38.02
May
31
3.41
37.20
40.61
Jun
30
4.58
36.00
40.58
Jul
31
5.32
37.20
42.52
Aug
31
4.81
37.20
42.01
Sep
30
3.40
36.00
39.40
Oct
31
1.92
37.20
39.12
Nov
30
0.89
36.00
36.89
Dec
31
0.33
37.20
37.53
Totals
365
28.19
438.00
466.19
Pr, in/mo
Lwh , in/mo
Lwh, in/day
Lwh, in/wk
5.14
32.20
1.039
7.272
5.19
28.74
1.026
7.184
5.99
32.26
1.041
7.284
4.80
33.22
1.107
7.752
5.90
34.71
1.120
7.838
6.46
34.12
1.137
7.961
6.53
35.99
1.161
8.126
6.50
35.51
1.146
8.019
6.10
33.30
1.110
7.770
5.01
34.11
1.100
7.703
4.80
32.09
1.070
7.488
4.86
32.66
1.054
7.375
53.62
398.92
Critical Water Balance Monthly Hydraulic Loading Rate 7.184 in/wk 32.26 in/mo
Critical Water Balance Month = Not Applicable
Note: A design wastewater loading rate greater than that for the critical month would
require water balance storage.
Irrigation Area
Design Flow (gpd)
Pond Area (acres)
80th Percentile Annual Rainfall (ft/year)
Potential Evapotranspiration (ft/year)
Annual Volume of Precip over pond that will be
distributed over irrigation fields (ft)
Annual Volume of Precip over pond that will be
distributed over irrigation fields (gallons)
Additional Water from Precip - ET on Pond (gpd)
Total Hydraulic Load on Irrigation Areas (gpd)
Actual Loading Rate (Precip on Pond + Wastewater)
1,158, 690 ft2
200,000
0.844
4.468
2.35
77,888
582,603
1,596
201,596
1.95 in/wk
Page 3 of 3

8.0 Attachment E
Soil Laboratory Test Results

..
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.
cr
00
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z
d C>
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Cl
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R.'"
bs ss
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CI C>
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CD
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8
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43 -Es
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444,
to
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u
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1-4 eq
: 8
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- VI
4:k4
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IS4
4w 11
4 .4
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41

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... .....
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00
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444
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OR,

8.0 Attachment F
Official Soil Series Descriptions

4 1cia1 Series Description - EDNEYTOWN Series
LOCATION EDNEYTOWN SC+GA NC TN VA
Established Series
ECH-RLV; Rev. MKC
_,A 02/2002
EDNEYTOWN SERIES
http://www2.ftw.nres.usda.gov/osd/dat/E/EDNEYTO)AN.hbrA
The Edneytown series consists of very deep, well drained, moderately permeable soils on ridges and side
slopes of the Blue Ridge (MLRA 130). They formed in residuum that is affected by soil creep in the
upper part, and weathered from felsic to mafic, igneous and high-grade metamorphic rocks. Slopes range
from 2 to 95 percent.
TAXONOMIC CLASS: Fine -loamy, mixed, active, mesic Typic Hapludults
TYPICAL PEDON: Edneytown sandy loam --forested. (Colors are for moist soil.)
Oi--O to 1 inches; decomposing forest litter (mostly leaves and twigs) from laurel, chestnut oak, white
pines, and sourwood.
Oe --1 to 2 inches; black decomposed forest litter.
A--2 to 4 inches; very dark grayish brown (1 OYR 3/2) sandy loam; weak fine granular structure; very
friable, slightly sticky, slightly plastic; many fine and medium roots, few large roots; few fine flakes of
mica; few fine pores; very strongly acid; abrupt smooth boundary. (1 to 7 inches thick)
E-4 to 6 inches; brown (1 OYR 4/3) sandy loam; weak fine granular structure; very friable; slightly
sticky, slightly plastic; many fine and medium roots; few large roots; few fine flakes of mica; few fine
pores; very strongly acid; abrupt smooth boundary. (0 to 12 inches thick)
Btl--6 to 17 inches; strong brown (7.5YR 5/6) sandy clay loam; moderate medium subangular blocky
structure; friable; slightly sticky; slightly plastic; common fine and medium roots, few large roots; few
fine flakes of mica; few small fragments of quartz; common distinct clay films on faces of peds; few fine
pores; strongly acid; gradual wavy boundary.
Bt2--17 to 31 inches; strong brown (7.5YR 5/8) sandy clay loam; moderate medium subangular blocky
structure; friable; slightly sticky, slightly plastic; common fine and medium roots; few fine flakes of
mica; common distinct clay films of faces of peds; few fine pores; strongly acid; gradual wavy boundary.
(Combined thickness of the Bt is 10 to 35 inches.)
BC --31 to 38 inches; yellowish brown (1 OYR 5/6) sandy loam; few fine distinct yellow (1 OYR 7/6)
mottles; weak fine subangular blocky structure; friable; slightly sticky, slightly plastic; few fine roots;
few fine flakes of mica; few fine pores; strongly acid; gradual wavy boundary. (0 to 22 inches thick)
C1--38 to 53 inches; mottled brown (I OYR 5/3) and yellowish brown (I OYR 5/6) sandy loam saprolite;
few fine distinct yellow (10YR7/6) mottles; massive; very friable; nonsticky, nonplastic; few fine roots;
few fine flakes of mica; strongly acid; gradual wavy boundary.
y<< C2--53 to 62 inches; brown (10YR 5/3) loamy sand saprolite; common medium distinct yellow (1 OYR
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(``(1cial Series Description - EDNEYTOWN Series http://www2.ftw.nres.usda.gov/osd/dat/E/EDNEYTOWN.html
7/6) and few medium distinct pale brown (1 OYR 6/3) mottles; massive; very friable; nonsticky,
nonplastic; few fine flakes of mica; strongly acid.
TYPE LOCATION: Oconee County, South Carolina, Sumter National Forest Area, 10.5 miles
northeast of Stumphouse Ranger Station; from junction of Walhalla National Fish Hatchery Road and
South Carolina Highway 107, go generally north of Highway 107 for 0.65 of a mile then turn southeast
..`i onto a logging road and go 0.3 mile generally south on logging road to curve in road and then go at 180
✓J degrees for 625 feet to site.
RANGE IN CHARACTERISTICS: Thickness of the argillic horizon is 10 to 35 inches. Solum
thickness is 20 to more than 40 inches. Depth to paralithic contact is more than 60 inches. The A and E
horizons are extremely acid to moderately acid except where surface layers have been limed, and the B
and C horizons are very strongly acid or strongly acid. Content of flakes of mica is few or common
throughout. Content of coarse fragments ranges from 0 to 35 percent throughout.
The A horizon has hue of 7.5YR or 1OYR, value of 2 to 6, and chroma of 1 to 4. Where value is 3 or
less, the horizon is less than 7 inches thick. It is loamy fine sand, fine sandy loam, sandy loam, or loam in
the fine -earth fraction.
The E horizon has hue of 7.5YR or l OYR, value of 4 to 7, and chroma of 3 to 6. It is loamy fine sand,
w fine sandy loam, sandy loam, or loam in the fine -earth fraction.
' The Bt horizon has hue of 7.5YR or 10YR, value of 4 to 7, and chroma of 4 to 8. It is fine sandy loam,
loam, sandy clay loam, or clay loam.
The BC horizon, where present, has hue of 7.5YR or 10YR, value of 4 to 7, and chroma of 6 or 8. It is
fine sandy loam, loam, sandy loam or sandy clay loam. Some pedons have non-redoxamorphic mottles in
shades of white, brown, yellow, and red.
The C horizon is multicolored or has hue of 7.5YR or l OYR, value of 5 to 8, and chroma of 3 to 8. It is
loam, fine sandy loam, sandy loam, loamy fine sand, or loamy sand. Some pedons have
non-redoxamorphic mottles in shades of brown, white, yellow, and red.
2 of 4
COMPETING SERIES: These are the Clymer, Edgemont, Gladstone, Joanna, Millstone, Pennval (T),
Pigeonroost, Shelocta, Syenite, and Wist (T) series. There are approximately 42 closely related series in
different CEC classes or with no CEC class currently assigned. Clymer soils are deep to a lithic contact
of sandstone. siltstone, or shale. Edgemont soils formed in residuum weathered from quartzite rocks and
contain fragments of those rocks. Gladstone soils have 5YR color in the Bt and are found in the
Highlands sections of New jqLsqy and Pennsylvania. Joanna soils have redder hues throughout the solum
and formed in Triassic materials. Millstone soils formed in alluvium on stream terraces of the Ohio River
and have thicker argillic horizons. Pennval and Shelocta soils formed in colluvium from shale, siltstone,
and sandstone and contain fragments of these rocks. Pigeonroost soils have a paralithic contact between
20 and 40 inches. Syenite soils have a lithologic discontinuity of loess over residuum. Wist soils formed
from fluvial marine sediments containing glauconite on the Northern Coastal Plain.
GEOGRAPHIC SETTING: Edneytown soils are on gently sloping to very steep ridges and side slopes
of low and intermediate mountains of the Blue Ridge (MLRA 130). Slopes are typically between 15 and
50 percent but range from 2 to 95 percent. Elevation ranges from about 1,200 to 4,500 feet. They
formed in residuum affected by soil creep in the upper part and weathered from felsic to mafic
high-grade metamorphic or igneous rocks such as granodioritic gneiss, and hornblende gneiss. The mean
annual precipitation ranges from 38 to 80 inches, the mean annual temperature ranges from 47 to 59
10/20/2008 1:34 W

ficial Series Description - EDNEYTOWN Series
http://www2.ftw.nrcs.usda.gov/osd/dat/E/EDNEYTOWN.htA
degrees F, and the average frost free season ranges from 160 to 205 days.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the Pigeonroost, series, these are Ashe,
Chestnut, Cleveland, Clifton, Cowee, Edneyville. Fannin, Huntdale, Peaks, Plott, Porters, Rabun,
. Saluda, Thunder, Toecane, Trimont, Tusquitee, Unaka, and Walhalla series. Evard and Cowee soils are
5YR or redder. Clifton soils have a fine particle size class. Ashe, Chestnut, Cleveland, Edneyville, Plott,
"! Porters, and Unaka soils do not have an argillic horizon. Peaks soils are in a loamy -skeletal particle size
family. Saluda soils have a paralithic contact with weathered bedrock at less than 20 inches. Rabun soils
have argillic horizon with value 3 or less and are in a fine particle -size class. Saunook, Trimont, Thunder,
Toecane, and Tusquitee soils have thick surface horizons with Humic features. Huntdale, Plott, Porters,
:"A and Unaka have umbric epipedons. All these soils formed on ridges and side slopes except Saunook,
Thunder, Toecane, and Tusquitee soils which are on colluvial benches, toe slopes, and fans. Also,
Huntdale, Plott, Porters, Trimont, and Unaka soils are on ridges and side slopes of cooler, north to east
aspects.
DRAINAGE AND PERMEABILITY: Well drained, permeability is moderate in the subsoil and
;,. moderately rapid in the underlying material. Runoff class is low on gentle slopes, medium on strong or
moderately steep slopes, and high on steeper slopes. Runoff is much lower where forest litter has little or
no disturbance.
USE AND VEGETATION: Forested to oak, hickory, and pine. Understory of native grasses, wild
grape, rhododendron, mountain laurel, and dogwood.
DISTRIBUTION AND EXTENT: The Blue Ridge (MLRA 130) of South Carolina, Georgia, North
Carolina, Tennessee and Virginia. The series is of moderate extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Oconee County, Sumter National Forest Area, South Carolina; 1982.
REMARKS: These soils were formerly mapped as Edneyville. Edneyville is presently described without
an argillic horizon and normally occurs at higher elevations.
The 1/98 revision places the Edneytown series in an active CEC activity class per the 7th Edition of
Keys to Soil Taxonomy (1996). The CEC activity class placement is based on sample pedon S90 -NC -
121 -007 and on placement of similar soils such as Pigeonroost and Edneyville. Horizon depths and
runoff class were also revised at this time.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface of the soil to 6 inches (Oi, Oe, A and E horizons)
Argillic horizon - the zone from 6 to 31 inches (Btl and Bt2 horizons)
ADDITIONAL DATA:
MLRA: 130 SIR(s): SC0005, SCO128 (VERY STONY), SCO142 (GRAVELLY)
Revised: 2/92-ECH-RLV; 1/98-DHK; 5/01, 2/02-MKC
National Cooperative Soil Survey
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10/20/2008 1:34 PT

(r, ficial Series Description- EVARD Series http://www2.ftw.nres.usda.gov/osd/dat/E/EVARD.htnl
G ­j ;
LOCATION EVARD SC+GA NC TN VA
Established Series
ECH-DJD; Rev. MKC
02/2002
EVARD SERIES
The Evard series consists of very deep, well drained, moderately permeable soils on ridges and side
slopes of the Blue Ridge (MLRA 130). They formed in residuum affected by soil creep in the upper part
and weathered from felsic to mafic, igneous and high-grade metamorphic rocks. Slopes range from 2 to
95 percent.
TAXONOMIC CLASS: Fine -loamy, parasesquic, mesic Typic Hapludults
TYPICAL PEDON: Evard sandy loam - forested. (Colors are for moist soil.)
A --O to 2 inches; very dark grayish brown (1 OYR 3/2) sandy loam, weak fine granular structure; very
friable; nonsticky, nonplastic; many fine and few medium roots; strongly acid; abrupt smooth boundary.
(2 to 7 inches thick)
E--2 to 5 inches; brown (10YR 5/3) fine sandy loam; weak fine granular structure; very friable,
nonsticky, nonplastic; many fine and few medium roots; very strongly acid; abrupt smooth boundary. (0
to 6 inches thick)
Btl--5 to 9 inches; strong brown (7.5YR 5/8) fine sandy loam; weak fine subangular blocky structure;
friable, slightly sticky, slightly plastic; many fine and few medium roots; few distinct clay films on faces
of some peds; very strongly acid; clear wavy boundary.
Bt2--9 to 29 inches; red (2.5YR 5/8) sandy clay loam; moderate medium subangular blocky structure;
friable, slightly sticky, slightly plastic; common fine and few medium roots; few distinct clay films on
faces of peds; strongly acid; gradual wavy boundary. (Combined thickness of the Bt horizon is 12 to 28
inches.)
f BC --29 to 37 inches; red (2.5YR 5/8) very fine sandy loam; weak medium subangular blocky structure;
friable, slightly sticky, slightly plastic; few fine roots; few pebbles of quartz at top of horizon; strongly
acid; gradual wavy boundary. (0 to 17 inches thick)
C1--37 to 49 inches; yellowish red (5YR 4/6) saprolite that has a texture of very fine sandy loam;
massive; very friable, few fine roots; common very fine flakes of mica;; strongly acid; clear smooth
boundary.
C2-49 to 72 inches; reddish brown (5YR 5/4) saprolite that has a texture of loamy fine sand; common
coarse distinct yellowish red (5YR 5/8) and few medium prominent black (5YR 2.5/1) mottles; massive;
very friable; few fine roots; common very fine flakes of mica; very strongly acid.
TYPE LOCATION: Oconee County, South Carolina; 3.5 miles south of Stumphouse Ranger Station
and 5.2 miles southeast of Whitstone; from junction of Stumphouse Road (South Carolina Secondary
10/20/20OR 1 °55 PTS

r -, ficial Series Description - EVARD Series http://www2.ftw.nres.usda.gov/osd/dat/E/EVARD.htrd
_J `
Road 290) and Rich Mountain Road (USFS 744) go 3.0 miles generally south on Rich Mountain Road,
then at 320 degrees north from center of road go 425 feet.
_j RANGE IN CHARACTERISTICS: Thickness of the argillic horizon ranges from 12 to 28 inches.
Solum thickness ranges from 20 to more than 40 inches. Depth to weathered bedrock is more than 60
inches. The A and E horizons are extremely acid to moderately acid except where surface layers have
been limed, and the B and C horizons are very strongly acid or strongly acid. Content of flakes of mica is
_•. few or common throughout. The content of rock fragments ranges from 0 to 35 percent throughout
The A horizon has hue of 5YR to l OYR, value of 3 to 5, and chroma of 2 to 6. Where value is 3, this
horizon is less than 7 inches thick. It is sandy loam, fine sandy loam, or loam, in the fine -earth fraction.
F The E horizon, where present, has hue of 5YR to l OYR, value of 4 to 6, chroma of 3 to 8. It is sandy
loam, fine sandy loam, loam, in the fine -earth fraction.
The BA or BE horizon, where present, has hue of 2.5YR to l OYR, value of 4 to 8, and chroma of 4 to 8.
It is sandy loam, fine sandy loam, loam, sandy clay loam, or clay loam. In pedons that do not have a BA
horizon, the upper part of the Bt horizon has the colors and textures described for the BA horizon.
The Bt horizon in pedons with a BA horizon and the lower part of the Bt horizon in pedons without a BA
horizon has hue of 2.5YR or SYR, value of 4 to 6, and chroma of 4 to 8. It is sandy clay loam, loam, or
clay loam.
The BC horizon, where present, has hue of 2.5YR to 7.5YR, value of 4 to 6, and chroma of 6 or 8.
Non-redoximorphic mottles in shades of red, brown, or yellow are in some pedons. It is sandy loam, fine
sandy loam, very fine sandy loam, loam, sandy clay loam, or clay loam.
The C horizon is multicolored, or has hue of 2.5YR to l OYR, value of 4 to 6, and chroma of 4 to 8,
commonly with non-redoximorphic mottles in shades of red, brown, or yellow. Gray or black mottles of
relic rock material are in some pedons. It is saprolite that has a texture of sandy loam, fine sandy loam,
very fine sandy loam, loam, loamy fine sand, or loamy sand.
COMPETING SERIES: These are the Brevard, Cowee, Stott Knob (T), and Walhalla series. Brevard
soils formed in colluvium or old alluvium on high stream terraces, and colluvial benches, toe slopes, and
fans.. Cowee,and Stott Knob soils are have a paralithic contact with weathered bedrock at 20 to 40
inches. Brevard and Walhalla soils have argillic horizons thicker than 28 inches.
GEOGRAPHIC SETTING: Evard soils are on gently sloping to very steep ridges and side slopes of
low and intermediate mountains of the Blue Ridge (MLRA 130). Elevations are dominantly 1,400 to
4,000 feet. Slopes are typically between15 and 50 percent but range from 2 to 95 percent. Evard soils
formed in residuum that is affected by soil creep in the upper part, and weathered from felsic to mafic,
igneous and high-grade metamorphic rocks such as mica gneiss, hornblende gneiss, and amphibolite.
Precipitation ranges from 35 to 80 inches per year. The mean annual air temperature ranges from 46 to
57 degrees F.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Brevard, Cowee, and the
closely related Edneytown, and Pigeonroost series, these are Ashe, Chestnut, Cleveland, Clifton,
Edneyville, Fannin, Huntdale, Plott, Porters, Rabun, Saluda, Thunder, Trimont, Unaka, Walhalla, and
Watauga series. Edneytown and Pigeonroost soils are 7.5YR or browner. Additionally, Pigeonroost soils
have a paralithic contact with weathered bedrock at 20 to 40 inches. Clifton soils have a fine particle
size class. Ashe, Chestnut, Cleveland, Edneyville, Plott, Porters, and Unaka soils do not have an argillic
7 . -F Z
1 1 55 P1

C"'acial Series Description - EVARD Series
'I of I
http://www2.ftw.nrcs.usda.gov/osd/dat/E/EVARD.htnl
horizon. Fannin, and Watauga soils are in a micaceous and paramicaceous mineralogy class,
respectively. Saluda soils have a paralithic contact with weathered bedrock at less than 20 inches. Rabun
soils have argillic horizon with value 3 or less and are in a fine particle -size class. Saunook, Trimont, and
Thunder soils have surface horizons with Humic features which are greater than or equal to 7 inches
thick. Huntdale, Plott, Porters, and Unaka have umbric epipedons. All these soils formed on ridges and
side slopes except Brevard, Saunook, and Thunder soils which are on colluvial benches, toe slopes, and
fans. Also, Huntdale, Plott, Porters, Trimont, and Unaka soils are on the ridges and side slopes of cooler,
north to east aspects.
DRAINAGE AND PERMEABILITY: Well drained; permeability is moderate in the subsoil and
moderately rapid in the underlying material. Runoff class is low on gentle slopes, medium on strong or
moderately steep slopes, and high on steeper slopes. Runoff is much lower where forest litter has little or
no disturbance.
USE AND VEGETATION: Most of the soil is in forest. Common trees are chestnut oak, white oak,
scarlet oak, black oak, and hickory with some eastern white pine, Virginia pine, pitch pine, and shortleaf
pine. The understory includes flowering dogwood, American chestnut sprouts, sourwood, mountain
laurel, flame azalea, blueberry, and buffalo nut. Cleared areas are commonly used for pasture and
hayland and occasionally burley tobacco.
DISTRIBUTION AND EXTENT: Blue Ridge (MLRA 130) of South Carolina, North Carolina,
Tennessee, Georgia, and Virginia. The series is of large extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Greenville County, South Carolina, 1972.
REMARKS: The 1/98 revision places the Evard series in a parasesquic mineralogy family. It was
formerly in an oxidic family.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface of the soil to 5 inches (A and E horizons)
Argillic horizon - the zone from 5 to 29 inches (Btl and Bt2 horizons)
Parasesquic mineralogy class - total iron oxide, by weight (DCB Fe multiplied by 1.43) plus percent, by
weight, gibbsite of more than 10 in the fine -earth fraction.
ADDITIONAL DATA: Particle -size and chemical analysis is on file for this pedon.
MLRA: 130 SIR(s): SC0083, SCO135 (GRAVELLY)
Revised: 11/92-ECH,DJD; 9/96-BPS,DHK; 1/98-DHK; 2/02-MKC
National Cooperative Soil Survey
U. S.A.
i ni�.ni�nnR � •55

t' `' ficial Series Description - PIGEONROOST Series
J
LOCATION PIGEONROOST NC+GA VA
Established Series
JBA-RHR; Rev. MKC
09/2007
u�
PIGEONROOST SERIES
http://www2.ftw.nrcs.usda.gov/osd/dat/P/PIGEONROOST.htul
The Pigeonroost series consists of moderately deep, well drained, moderately permeable soils on ridges
and side slopes of the Blue Ridge (MLRA 130). They formed in residuum affected by soil creep in the
upper part and weathered from felsic to mafic, igneous and high-grade metamorphic rocks. Slope ranges
from 5 to 95 percent. Mean annual precipitation is about 57 inches and mean annual air temperature is
about 52 degrees F., near the type location.
TAXONOMIC CLASS: Fine -loamy, mixed, active, mesic Typic Hapludults
TYPICAL PEDON: Pigeonroost loam, on a 60 percent west -facing intermediate mountain side slope,
elevation 3,380 feet --forested. (Colors are for moist soil unless otherwise stated.)
Oe --O to 2 inches; matted roots and moderately decomposed oak -pine leaf litter. (2 to 0 inches thick.)
A--2 to 5 inches; dark yellowish brown (1 OYR 4/4) loam, brown (1 OYR 5/3) dry; moderate fine granular
structure; friable; common very fine or fine and few medium or coarse roots; common fine or medium
interstitial pores; 5 percent by volume gravel; very strongly acid; abrupt smooth boundary. (1 to 8 inches
thick.)
Btl--5 to 14 inches; brownish yellow (1 OYR 6/6) loam; moderate medium subangular blocky structure;
friable; few medium and coarse roots and many very fine or fine roots; few fine or medium and few
medium or coarse tubular pores; common faint clay films on faces of peds; 5 percent by volume gravel;
very strongly acid; gradual wavy boundary.
Bt2--14 to 27 inches; brownish yellow (l OYR 6/8) loam; moderate medium subangular blocky structure;
s'' friable; common very fine or fine and common medium or coarse roots; common very fine or fine and
--,, few medium or coarse tubular pores; few faint clay films on faces of peds; 5 percent by volume gravel;
l
very strongly acid; gradual wavy boundary. (Combined thickness of the Bt horizon is 10 to 35inches.)
BC --27 to 39 inches; yellowish brown (1 OYR 5/8) sandy loam; weak coarse subangular blocky structure;
friable; few very fine to coarse roots; common very fine or fine and few medium or coarse tubular pores;
few pockets of multicolored sandy loam saprolite; 5 percent by volume gravel; very strongly acid; abrupt
- smooth boundary. (0 to 10 inches thick.)
Cr --39 to 81 inches; weathered, multicolored, partially consolidated granodioritic gneiss that can be dug
with difficulty with hand tools few fine and medium roots in cracks that are spaced more than 4 inches
apart.
TYPE LOCATION: Mitchell County, North Carolina; about 5.5 miles north of Bakersville on North
Carolina Highway 226, 12.1 miles northwest on North Carolina Highway 197, 2.4 miles northeast on
Secondary Road 1321 to a private lane, 1.2 miles east on the private lane to a fork in the road, 0.1 mile
10/20/20OR 1.55
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(""'ficial Series Description - PIGEONROOST Series http://www2.ftw.nres.usda.gov/osd/dat/P/PIGEONROOST.htn ]
north (left fork) in a south -facing road cut; Huntdale USGS quadrangle; lat., 36 degrees, 06 minutes, 54
'.` seconds N., and long., 82 degrees, 17 minutes, 08 seconds W., NAD 27.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 15 to 40 inches. Depth to paralithic
contact at the upper boundary of the Cr horizon ranges from 20 to 40 inches below the surface. Depth to
lithic contact is more than 40 inches. The A horizons are extremely acid to moderately acid except
where surface layers have been limed, and the B and C horizons are very strongly acid or strongly acid.
-J Content of flakes of mica is few or common throughout. Content of rock fragments ranges from 0 to 35
percent by volume throughout.
The A or Ap horizon has hue of 7.5YR or l OYR, value of 3 to 5, and chroma of 2 to 6. Where value is 3,
the horizon is less than 7 inches thick. Texture of the fine -earth fraction is coarse sandy loam, sandy
loam, fine sandy loam, and loam.
The BA or BE horizon, where present, has hue of 7.5YR or l OYR, value of 3 to 6, and chroma of 3 to 6.
It is coarse sandy loam, sandy loam, fine sandy loam, loam, and sandy clay loam.
The Bt horizon has hue of 7.5YR or l OYR, value of 4 to 6 and chroma of 4 to 8. It is commonly loam,
but includes sandy clay loam, clay loam, and silty clay loam.
The BC or CB horizon has hue of 7.5YR or 10YR, value of 4 to 8, and chroma 3 to 8, or it is mixed or
°}}j1 mottled in shades of red, brown, or yellow. It is coarse sandy loam, sandy loam, fine sandy loam, loam,
L,J sandy clay loam, and clay loam.
The C horizon, where present, is multicolored or it has hue of 5YR to l OYR, value of 3 to 8, and chroma
j 3 to 8 and may be mixed or mottled in shades of these colors. Some pedons have mottles in shades of
red, brown, or yellow. It is saprolite that has a texture of coarse sandy loam, sandy loam, fine sandy
loam, or loam but includes sandy clay loam and clay loam.
The Cr horizon is weathered, multicolored, felsic to mafic, high-grade metamorphic or igneous rock.It is
partially consolidated but can be dug with difficulty with hand tools. The upper boundary is considered
as a paralithic contact. Roots are commonly present and are in cracks or seams spaced more than 4
inches apart.
COMPETING SERIES: These are the Clymer, Edgemont, Edneytown, Gladstone, Joanna, Millstone,
Pennval (T), Shelocta, Syenite, and Wist (T) series. There are approximately 42 closely related series in
different CEC classes or with no CEC class currently assigned. Clymer soils are deep to a lithic contact
of sandstone. siltstone, or shale. Edgemont soils formed in residuum weathered from quartzitic rocks and
contain fragments of those rocks. Edneytown soils are very deep. Gladstone soils have 5YR color in the
Bt and are found in the Highlands sections of New Jerse and Pennsylvania. Joanna soils have redder
hues throughout the solum and formed in Triassic materials. Millstone soils formed in alluvium on stream
terraces of the Ohio River and have thicker argillic horizons. Pennval and Shelocta soils formed in
colluvium from shale, siltstone, and sandstone. Syenite soils have a lithologic discontinuity of loess over
residuum. Wist soils formed from fluvial marine sediments containing glauconite on the Northern Coastal
Plain.
GEOGRAPHIC SETTING: Pigeonroost soils are on strongly sloping to very steep ridges and side
slopes of low and intermediate mountains in the Blue Ridge (MLRA 130).. Slopes are typically between
30 and 50 percent but range from 5 to 95 percent. Elevation ranges from about 1,200 to 4,500 feet.
-' Pigeonroost soils formed in residuum affected by soil creep in the upper part and weathered from felsic
to mafic high-grade metamorphic or igneous rocks such as granodioritic gneiss and hornblende gneiss.
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( ,Icial Series Description - PIGEONROOST Series http://www2.ftw.nres.usda.gov/osd/dat/P/PIGEONROOST.htrnl
The mean annual temperature ranges from about 46 to 57 degrees F., the frost free season ranges from
about 100 to 150 days, and the average annual rainfall ranges from about 45 to 64 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the Edneytown, series, these are Ashe,
Chestnut, Cleveland, Clifton, Cowee, Edna, Fannin, Huntdale, Peaks, Plott, Porters, Rabun,
Saluda, Thunder, Toecane, Trimont, Tusquitee, Unaka, and Walhalla series. Evard and Cowee soils are
5YR or redder. Clifton soils have a fine particle size class. Ashe, Chestnut, Cleveland, Edneyville, Plott,
Porters, and Unaka soils do not have an argillic horizon. Peaks soils are in a loamy -skeletal particle size
family. Saluda soils have a paralithic contact with weathered bedrock at less than 20 inches. Rabun soils
have argillic horizon with value 3 or less and are in a fine particle -size class. Saunook, Trimont, Thunder,
Toecane, and Tusquitee soils have thick surface horizons with Humic features. Huntdale, Plott, Porters,
and Unaka have umbric epipedons. All these soils formed on ridges and side slopes except Saunook,
Thunder, Toecane, and Tusquitee soils which are on colluvial benches, toe slopes, and fans. Also,
Huntdale, Plott, Porters, Trimont, and Unaka soils are on cooler ridges and side slopes on north to east
aspects.
1 DRAINAGE AND PERMEABILITY: Well drained; moderate permeability. Runoff class is high on
strong or moderately steep slopes and very high on steeper slopes. Runoff is lower where forest litter has
not been disturbed.
USE AND VEGETATION: Most areas of Pigeonroost soils are forested. Common trees are chestnut
oak, white oak, scarlet oak, black oak, hickory, red maple, yellow poplar, eastern white pine, and
Virginia pine. Cleared areas are used for pasture, hayland, and occasionally ornamental crops and
orchards.
DISTRIBUTION AND EXTENT: Blue Ridge (MLRA 130) of North Carolina, Georgia, Virginia and
possibly South Carolina and Tennessee. The series is of moderate extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Mitchell County, North Carolina, 1997.
REMARKS: Soils now included with the Pigeonroost series were previously mapped with Cowee or
Edneytown soils. Cowee soils have hue of 5YR or redder in the subsoil, and Edneytown soils are very
deep to bedrock. The clay content of the particle -size control section for Pigeonroost soils averages
about 18 percent. The total silt content ranges from about 30 to 50 percent. The fine silt fraction
averages about 35 percent and ranges from about 20 to 40 percent. According to engineering index data,
a large portion of the silt content is very fine silt.
The 12/97 revision places the Pigeonroost series in the fine -loamy, mixed, active, mesic Typic
Hapludults family per the 7th Edition of Keys to Soil Taxonomy (1996). The CEC activity class
placement is based on sample pedons S90 -NC -121-006 and S91 -NC -171-002 and placement of similar
soils such as Edneytown. Sample pedon S91 -NC -171-002 classifies as semiactive, but the active class is
consistent with similar series. Horizon depths and runoff class were also revised at this time.
Diagnostic horizons and soil characteristics recognized in this pedon are:
Ochric epipedon - the zone from the soil surface to a depth of 5 inches (Oe and A horizons)
Argillic horizon - the zone from 5 to 28 inches (Bt horizon)
Paralithic contact - weathered bedrock contact at 39 inches (upper boundary of the Cr horizon)
10/20/2008 1.55 PT

O ficial Series Description - PIGEONROOST Series http://www2.ftw.nres.usda.gov/osd/dat/P/PIGEONROOST.htrd
ADDITIONAL DATA: Characterization data is available from the National Soil Survey Laboratory,
Lincoln, NE; pedon number S90NC-121-006 and S91NC-171-002 (sampled as Chestnut).
MLRA: 130 SIR(s): NCO247
Revised: 4/94-JBA-RHR-JAK; 1/98-DHK; 2/02-MKC
'�_ National Cooperative Soil Survey
U.S.A.
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4 of 4 10/20/2009 1:55 P1

""Icial Series Description - CHESTNUT Series
LOCATION CHESTNUT NC+GA TN VA
Established Series
JMO;Rev. MKC
06/2003
CHESTNUT SERIES
http://www2.ftw.nres.usda.gov/osd/dat/C/CBESTNUT.html
The Chestnut series consists of moderately deep, well drained soils on gently sloping to very steep ridges
and side slopes of the Blue Ridge (MLRA 130). They formed in residuum that is affected by soil creep in
the upper part, and weathered from felsic or mafic igneous or high-grade metamorphic rocks such as
granite, hornblende gneiss, granodiorite, biotite gneiss, and high-grade metagraywacke.. Near the type
location, mean annual air temperature is about 51 degrees F., and mean annual precipitation is about 54
inches. Slopes range from 2 to 95 percent.
TAXONOMIC CLASS: Coarse -loamy, mixed, active, mesic Typic Dystrudepts
TYPICAL PEDON: Chestnut gravelly loam --forested. (Colors are for moist soil)
Oi--O to 2 inch; slightly decomposed organic matter and leaves, twigs, and roots.
A--2 to 8 inches; dark yellowish brown (l OYR 4/4) gravelly loam; weak medium granular structure; very
friable; many fine and medium roots; 20 percent granite gneiss gravel by volume; few fine flakes of
mica; very strongly acid; clear wavy boundary. (1 to 10 inches thick)
Bw--8 to 32 inches; yellowish brown (10YR 5/6) gravelly loam; weak medium subangular blocky
structure; very friable; common fine roots; 20 percent granite gneiss gravel by volume; few fine flakes of
mica; very strongly acid; clear wavy boundary. (10 to 30 inches thick)
L -.-j Cr --32 to 74 inches; multicolored weathered granite gneiss that can be dug with difficulty with hand
tools; rock structure; partly consolidated in place; few fine roots in cracks; cracks are more than 4 inches
apart; few fine flakes of mica; very strongly acid. (10 to 50 inches thick)
R--74 inches; hard granite gneiss.
TYPE LOCATION: Caldwell County, North Carolina; 2.5 miles south of Blowing Rock on Globe Road
(State Road 1367); 0.6 mile north of Tolbert Cemetery; 500 feet northwest of USFS trail; on north side
of trail.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 15 to 39 inches. Depth to paralithic
contact at the upper boundary of the Cr horizon ranges from 20 to 40 inches below the surface. Depth to
lithic contact is more than 40 inches. Reaction is extremely acid to moderately acid. Content of rock
fragments ranges from 0 to 35 percent by volume throughout. Content of mica flakes is few or common
throughout.
The A or Ap horizon has hue of 7.5YR to 2.5Y, value of 2 to 6, and chroma of 1 to 6. Where value is 3
or less, this horizon is less than 7 inches thick.. The A horizon is loam, fine sandy loam, or sandy loam in
the fine -earth fraction.
1 of I
10/20/2008 1:56 PT

C Ficial Series Description - CHESTNUT Series http://www2.fflw.nres.usda.gov/osd/dat/C/CBESTNUT.htai
Some pedo ns have an AB or BA horizon. Hue is 7.5YR to 2.5Y, value of 3 to 5, and chroma of 3 or 4.
Textures are the same as for the A horizon.
1 The Bw horizon, and BC horizon where present, has hue of 5YR to 2.5Y, value of 4 to 6, and chroma of
2 to 8. It is dominantly sandy loam, fine sandy loam, or loam in the fine -earth fraction. Some pedons
have thin subhorizons of sandy clay loam.
The C horizon, where present, is similar in color to the Bw horizon or is multicolored. It is saprolite that
is loam, sandy loam, fine sandy loam, loamy sand, or loamy fine sand in the fine -earth fraction.
The Cr horizon is multicolored weathered felsic to mafic igneous or high-grade metamorphic rock such
as granite, hornblende gneiss, granodiorite, gneiss, high-grade metagraywacke, and high-grade
metasandstone. It is partly consolidated but can be dug with difficulty with hand tools. The upper
boundary is considered as a paralithic contact where root spacing is greater than 4 inches.
COMPETING SERIES: These are the Ashe, Brookfield, Buladean, Cardigan, Charlton, Delaware,
Ditne , Dutchess, Edneyville, Foresthills (T), Gallimore, Greenbelt (T), Lordstown, Newport, Riverhead,
Soco, St. Albans, Stecoah, Steinsburg, Wakeman, and Yalesville series. Ashe soils have lithic contact
within depths of 20 to 40 inches. Brookfield and Edneyville soils are very deep. Buladean and Stecoah
soils have paralithic contact with weathered bedrock at depths of 40 to 60 inches. Cardigan, Lordstown,
Steinsburg, and Yalesville soils have hard sedimentary or metasedimentary bedrock at depths less than
40 inches and contain fragments of those rocks. Charlton soils are very deep and formed in glacial till
derived mainly from schist, gneiss, or granite. Delaware soils are very deep and formed in postglacial
alluvium, mainly from areas of sandstone, shale, and siltstone. Ditney, Soco and Stecoah soils formed
from materials weathered from low-grade metasedimentary rocks and contain fragments of those rocks.
Dutchess and St. Albans soils are very deep and contain coarse fragments of sedimentary rocks such as
sandstone and shale. Foresthills (T) and Greenbelt (T) soils are very deep and have mantles of humanly
transported materials. Gallimore soils are very deep and formed in loamy over sandy outwash on
outwash plains. Newport soils have C horizons of dense glacial till. Riverhead have a lithologic
discontinuity in the upper 40 inches.
GEOGRAPHIC SETTING: Chestnut soils are gently sloping to very steep and are on ridges and side
slopes of the Blue Ridge (MLRA 130). Elevations range from about 1,400 to 5,000 feet. Slopes are
generally between 15 and 95 percent, but range from 2 to 95 percent. Chestnut soils formed in residuum
that is affected by soil creep in the upper part and weathered from felsic or mafic igneous or high-grade
metamorphic rocks such as granodiorite, granite, hornblende gneiss, biotite gneiss, and high-grade
metagraywacke. Mean annual air temperature ranges from 46 to 57 degrees F., and mean annual
precipitation ranges from 48 to 64 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Ashe, Buladean, and
Edneyville series, these are the Brevard, Brownwood, Cashiers, Chandler, Cleveland, Cowee, Cullasaia,
Edneytown, Evard, Fannin, Greenlee, Haywood, Huntdale, Micaville, Pigeonroost, Plott, Porters,
Saluda, Saunook, Tate, Thunder, Trimont, Tuckasegee, Tusquitee, Unaka, and Watauga soils. Brevard,
Cowee, Edneytown, Evard, Pigeonroost, Salida, Saunook, Tate, Trimont, and Watauga soils have an
argillic horizon. Brownwood, Cashiers, Chandler, Fannin, Micaville,and Watauga soils are in a
micaceous or paramicaceous family. Clevela d and Saluda soils have bedrock within a depth of 20
inches. Cullasaja and Greenlee soils are in a oamy-skeletal family. Haywood, Plott, Porters, Tuckasegee,
and Unaka soils have umbric epipedons. Huntdale, Thunder, and Tusquitee soils have thicker humus -
enriched ochric epipedons with color value of 3 or less. All these soils are on ridges and side slopes
except for Brevard, Cullasaja, Greenlee, Haywood, Saunook, Tate, Thunder, Tuckasegee, and Tusquitee
2 of.3 10/20/2009 1.56 PT

t "ficial Series Description - CHESTNUT Series http://www2.ftw.nres.usda.gov/osd/dat/C/CBESTNUT.htm
soils which are on colluvial benches, toe slopes, and fans. Also, soils on cooler, more humid north to east
aspects on the ridges and side slopes are Cashiers, Huntdale, Plott, Porters, Trimont, and Unaka.
DRAINAGE AND PERMEABILITY: Well drained; moderately rapid permeability. Runoff class is
low on gentle slopes, medium on strong or moderately steep slopes, and high on steeper slopes. Runoff is
much lower where forest cover is intact.
USE AND VEGETATION: Most of the soil is in forest. Common trees are scarlet oak, chestnut oak,
white oak, black oak, hickory, eastern white pine, Virginia pine, and pitch pine. Yellow poplar and
northern red oak are common in the northern portions of MLRA 130. The understory species are
dominantly rhododendron, mountain laurel, flowering dogwood, sourwood, chestnut sprouts, and buffalo
nut. A small acreage is cleared and used for pasture, small grain, and hay.
DISTRIBUTION AND EXTENT: The Blue Ridge (MLRA 130) of North Carolina, Georgia, Tennessee
and Virginia and possibly South Carolina. This series is of large extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Caldwell County, North Carolina, 1983.
REMARKS: The series was formerly included with the Ashe series. Field studies indicate that Chestnut
soils have significantly higher forest productivity than Ashe soils. A dominance of pedons have clay
contents around 18 percent. Similar soils with clay contents that would be in a fine -loamy family are
associated on some landscapes. These would be taxadjuncts to the series or included similar soils in map
units.
The 12/97 revision changes the family placement to coarse -loamy, mixed, active, mesic Typic
Dystrochrepts per the 7th Edition of Keys to Soil Taxonomy (1996). The CEC activity class placement is
based on three pedons; S88 -NC -121-005; S91 -NC -111-002; and S77 -TN -171-004. All three pedons
have control section clay contents over 18%. Two of the three are in the active family while one is in the
semiactive family. Since these soils may best fit Pigeonroost, additional future lab data may place
Chestnut soils in a semiactive family. Horizon depths and runoff class were also revised at this time. The
2/99 revision updates classification to 8th Edition of Keys to Soil Taxonomy.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface to a depth of 8 inches (Oi and A horizons)
Cambic horizon - the zone between depths of 8 and 32 inches (Bw horizon)
Paralithic contact - The occurrence of soft bedrock at a depth of 32 inches (upper boundary of the Cr
horizon)
ADDITIONAL DATA:
MLRA: 130 SIR(s): NCO 166, NCO242 (Stony)
Revised: 10/92-JMO,AG; 12/97-DHK; 2/99, 6/00, 8/01-MKC
National Cooperative Soil Survey
U.S.A.
3 of 1 ni�.n��.nnR I.5F P"

Cm ficial Serifs Description - SALUDA Series
LOCATION SALUDA SC+GA NC
Established Series
Rev. ECH-BNS-MKC
06/2003
SALUDA SERIES
http://www2.ftw.nres.usda.gov/osd/dat/S/SALUDA.htiA
The Saluda series consists of shallow, well drained, moderately permeable soils that formed in weathered
granite, gneiss, or schist. Slopes range from 8 to 90 percent.
TAXONOMIC CLASS: Loamy, mixed, active, mesic, shallow Typic Hapludults
TYPICAL PEDON: Saluda sandy loam - forested. (Colors are for moist soil.)
Oi--O to 1 inch; organic debris; partially decomposed.
A--1 to 6 inches; brown (1OYR 4/3) sandy loam; weak fine subangular blocky structure; very friable;
T4 many fine and medium roots; few (less than 1 percent) angular pebbles of quartz; strongly acid; abrupt
;
smooth boundary. (2 to 6 inches thick)
Btl--6 to 10 inches; strong brown (7.5YR 5/6) sandy loam; weak medium subangular blocky structure;
friable; many fine and medium roots; few (less than 1 percent) angular pebbles of quartz; few faint clay
films on faces of peds; strongly acid; clear wavy boundary. (2 to 6 inches thick)
Bt2--10 to 17 inches; yellowish red (5YR 5/8) sandy clay loam; weak medium subangular blocky
structure; friable; common fine roots and few medium roots; few faint clay films; few (less than 1
percent) fine and medium fragments of granite and gneiss; strongly acid; clear wavy boundary. (6 to 10
inches thick)
Crl--17 to 31 inches; mottled brownish yellow (1 OYR 6/6), black (N 2/0), and brown (7.5YR 4/4)
horizontal layers of granite and gneiss saprolite that crushes to sand under moderate pressure; rock
structure; undisturbed areas are very firm in places but become loose when disturbed; few fine roots in
cracks; cracks are more than four inches apart; moderately acid; gradual wavy boundary. (10 to 40
inches thick)
Cr2--31 to 72 inches; mottled very pale brown (1 OYR 8/2), brown (7.5YR 4/4), and yellow (1OYR 8/6)
horizontal layers of granite and gneiss saprolite that crushes to sand under light pressure; rock structure;
undisturbed areas are firm in place but become loose when disturbed; few fine roots in cracks; cracks are
more than four inches apart; moderately acid.
TYPE LOCATION: Pickens County, South Carolina; about 13.2 miles north of Pickens; from junction
of S. C. Highways 11 and 8, go west of S. C. Highway 11 for 0.6 miles; turn north on unnumbered
county road and go 2.1 miles to Saluda Hills Church; at driveway to church, turn west onto small gravel
road and go 390 feet, then go 75 feet at 223 degrees to site.
RANGE IN CHARACTERISTICS: Solum thickness and depth to paralithic contact is 10 to 20 inches.
Depth to hard rock is greater than 40 inches. Coarse fragments of gravel to boulder size range to as much
1 nf 1(1/2(1/J.(l�R 1 i6

C ficial SeriQ.s Description - SALUDA Series http://www2.ftw.nrcs.usda.gov/osd/dat/S/SALLTDA.htll
;U
as 35 percent in the A horizon and to 20 percent in the B horizon. The soil is very strongly acid to
q slightly acid.
The A horizon has hue of 7.5YR or l OYR, value of 3 to 5, and chroma of 2 to 6. It is sandy loam, fine
sandy loam, loam, or the stony analogues of these textures.
The Bt horizon has hue of 5 Y to l OYR, value of 4 to 6, and chroma of 3 to 8. It is sandy loam, fine
sandy loam, sandy clay loam, or clay loam. Some pedons have a thin BA or BC horizon of sandy loam,
fine sandy loam, or loam with colors like the Bt horizon.
The Cr horizon is variable in color. It is saprolite of weathered granite, gneiss, or schist.
COMPETING SERIES: There are no other known series in the same family. Similar series in other
families are the Ashe, Chandler, Chester, Edneyville, Fannin, Hartsells, Talladega, Tate, and Watauga
series. Ashe and Chandler soils lack Bt horizons. Chester, Edneyville, Fannin, Hartsells, Tate, and
Watauga soils have sola more than 20 inches thick. Talladega soils have A and B horizons with more
than 35 percent coarse fragments.
GEOGRAPHIC SETTING: Saluda soils are on narrow crests and steep slopes of the Appalachian
Mountains at elevations of about 1,500 to 5,000 feet. Slopes are dominantly 25 to 90 percent, but range
from 10 to 90 percent. Annual precipitation ranges from about 55 to 80 inches. The soil formed in
weathered granite, gneiss, or schist. Mean annual temperature ranges from 50 degrees to 57 degrees F.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the competing Ashe, Chester,
Edneyville, and Tate series, plus the Evard, Hayesville, Porters, and Tusguitee series. Evard soils have
solum thickness of 20 to 40 inches. Hayesville soils have solum thickness of 20 inches or more and have
more than 35 percent clay in the upper Bt horizon. Porters and Tusquitee soils have surface layers more
than 6 inches thick with color values of less than 4. Also, Porters soils have solum thickness of 20 to 40
inches and Tusquitee soils have solum thickness of more than 40 inches.
DRAINAGE AND PERMEABILITY: Well drained; rapid surface runoff; moderate permeability.
USE AND VEGETATION: Most areas are in forest of oaks, hickory, white pine, hemlock, and yellow
poplar with an understory of rhododendron, laurel, and dogwood.
DISTRIBUTION AND EXTENT: South Carolina, Georgia, North Carolina, Virginia, and West
Virginia. The series is of moderate extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Pickens County, South Carolina, 1971.
REMARKS: The 3/99 revision updates classification to the 8th Edition of Keys to Soil Taxonomy. This
y' soil is placed in the active CEC activity class based on comparison with associated soils such as Ashe
and Edneyville.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from 0 to 6 inches.
Argillic horizon - the zone from 6 to 17 inches.
2. of 4 10/20/20OR 1.56

iqial Series Description - SALUDA Series
Paralithic contact at 17 inches.
http://www2.ftw.nrcs.usda.gov/osd/daVS/SALLTDA.htnil
ADDITTONAIL DATA: Particle -size analysis is on file for this pedon.
1&20/20091-567

11
C ficial Series. Description - PEAKS Series
LOCATION PEAKS VA+NC
Established Series
Rev. EPE-TWB-MKC
09/2008
PEAKS SERIES
http://www2.ftw.nres.usda.gov/osd/dat/P/PEAKS.html
The Peaks series consists of moderately deep, somewhat excessively drained, rapidly permeable soils on
ridge tops and convex side slopes in the Blue Ridge province. Slopes range from 0 to 90 percent. Mean
annual precipitation is about 42 inches, and mean annual temperature is about 55 degrees F near the type
location.
TAXONOMIC CLASS: Loamy -skeletal, mixed, active, mesic Typic Dystrudepts
TYPICAL PEDON: Peaks gravelly loam -forested. (Colors are for moist soil.)
Oi--1 to 0 inch; loose leaves and twigs
A --O to 1 inch; dark brown (1 OYR 3/3) gravelly loam; weak very fine granular structure; very friable;
many very fine, fine and medium roots; 20 percent gravel; strongly acid; clear smooth boundary. (0 to 5
inches thick)
E--1 to 3 inches, yellowish brown (1 OYR 5/4) gravelly loam; weak medium granular structure; very
friable; common fine and medium discontinuous pores; common very fine, fine medium, and few coarse
roots; 25 percent gravel and channers; strongly acid; clear smooth boundary. (0 to 8 inches thick)
Bwl--3 to 13 inches, yellowish brown (1 OYR 5/6) gravelly loam; weak fine and medium subangular
blocky structure; friable; common fine and medium discontinuous pores; common fine and medium
roots; 35 percent gravel and channers; strongly acid; clear smooth boundary.
Bw2--13 to 24 inches, yellowish brown (1 OYR 5/6) very gravelly loam; weak medium subangular blocky
structure; very friable; common fine and medium discontinuous pores; few fine and medium roots; 45
percent gravel and channers; strongly acid; gradual smooth boundary. (Combined thickness of the Bw
horizon is 12 to 35 inches)
C--24 to 33 inches, yellowish brown (10YR 5/6) extremely channery loam; massive; very friable; 65
percent channers; strongly acid; clear smooth boundary. (0 to 20 inches thick)
R--33 inches; moderately hard granite gneiss.
TYPE LOCATION: Roanoke County, Virginia, about 200 yards west of the Franklin and Roanoke
County line; 4 miles southeast of Simmonds Gap.
RANGE IN CHARACTERISTICS:
Thickness: Solum ranges from 14 to 38 inches
Depth to rock: 20 to 40 inches
1 of 3
10/20/20OR 1-57 PT

ACicial Series Description - PEAKS Series http://www2.ftw.nres.usda.gov/osd/dat/P/PEAKS.htrd
Rock fragments: 15 to 55 percent in the A and E, 35 to 60 percent in the Bw, 35 to 75 percent in the C
horizons. Granite, gneiss, and schist gravel and channers.
Reaction: Very strongly acid through moderately acid, unless limed.
The A horizon has hue of 7.5YR or l OYR, value of 2 through 5, and chroma of 2 through 6. Texture is
SL, FSL, or L in fine -earth fraction.
The E horizon has hue of 7.5YR or l OYR, value of 4 through 6, and chroma of 3 through 6. Texture is
SL, FSL, or L in fine -earth fraction.
The Bw horizon has hue of 7.5YR or l OYR, value of 3 through 6, and chroma of 3 through 8. Texture is
SL, FSL, or L in fine -earth fraction.
The C horizon has hue of 7.5YR or 2.5Y, value of 4 through 6, and chroma of 3 through 8. Texture is
LS, SL, FSL, or L in fine -earth fraction.
The Cr horizon has hue of 7.5YR or l OYR, value of 4 through 6, and chroma of 4 through 8. It is slightly
weathered gneiss, granite, or granodiorite that crushes to LS, SL, FSL, or L in fine -earth fraction.
COMPETING SERIES: The Berks, Blasdell, Brownstown, Brownsville, Cadosia, Calvin, Cloverlick,
Deadline, Highsplint, Jubin, Judyville, Keyesville, Lippitt, Manlius, Matewan, Nailke , Solon, Svlco,
Warwick and Wyoming series are in the same family. Brownsville, Cadosia, Cloverlick, Deadline,
Highsplint, Jubin and Warwick soils do not have bedrock within a depth of 40 inches. Berks and Blasdell
soils have coarse fragments dominated by shale. Judyville, Matewan and Solon soils have coarse
fragments dominated by sandstone. Brownstown soils average more than 40 percent silt in the fine -earth
fraction of the control section. Calvin soils have 5YR hue or redder in the B and C horizon. Keyesville
soils have a paralithic contact at depths of 20 to 40 inches. Nailkeg soils have a mean annual soil
temperature less than 54 degrees F. Wyoming soils have water rounded gravel and do not have bedrock
within 40 inches. Lippitt soils are formed in glacial till over weathered gneiss, granite or schist bedrock.
Manlius soils formed in glacial till over shaly bedrock. Sylco soils have coarse fragments dominated by
phyllite bedrock.
GEOGRAPHIC SETTING: Peaks soils are on nearly level to very steep ridgetops and side slopes in
the Blue Ridgeprovince. Slopes range from 0 to 90 percent. Peaks soils formed in residumm from
crystalline rocks, primarily granite, gneiss, and schist. Mean annual precipitation ranges from about 38 to
45 inches, and mean annual temperature ranges from about 54 to 57 degrees F.
GEOGRAPHICALLY ASSOCIATED SOILS: Edneytown and Edneyville soils are on similar
adjacent landscape positions on tops and shoulders of ridges. Thurmont soils are on lower colluvial
sideslopes. Evard and Hayesville soils are on lower associated ridges.
DRAINAGE AND PERMEABILITY: Somewhat excessively drained. Permeability is rapid or
moderately rapid. Index surface runoff class is very low to medium.
USE AND VEGETATION: Native vegetation is mixed hardwoods and pines.
DISTRIBUTION AND EXTENT: Blue Ridge province in Virginia and North Carolina, and possibly
Georgia and Tennessee. The series is of moderate extent.
MLRA OFFICE RESPONSIBLE: Morgantown, West Virginia
i
1 1 - 1;17 P

cial Series Description- PEAKS Series
SERIES ESTABLISHED: Roanoke County, Virginia, 1990.
http://www2.ftw.arcs.usda.gov/osd/dat/P/PEAKS.htd
REMARKS: Peaks soils have been included in the Ashe series in the past.
The 2/1999 revision updates classification to the 8th Edition of Keys to Soil Taxonomy. This soil is
placed in the active CEC family based on associated soils such as Edneyville and Chestnut.
The 9/2005 revision updates slope range, permeability and C horizon hue. Other minor revisions were
made.
The 9/2008 revision updates the Competing Series and adjusts the thickness of the C horizon.
Diagnostic horizons and features recognized in this pedon are:
a. Ochric epipedon-0 to 3 inches (A and E horizons).
b. Cambic horizon -1 to 24 inches (E and Bw horizons).
c. Rock fragments -average more than 35 percent in the 10 to 33 inch control section.
SIR = VA0287, VA0310 (stony)
NELRA=130
Revised: 2/1999-MKC; 9/2005-JAK,DHK; 9/2008-DGF
National Cooperative Soil Survey
U.S.A.
1 0/20/200R 1.57 PT

C ; ficial Series Description - BULADEAN Series
LOCATION BULADEAN NC
Established Series
JBA:RHR:JAK; Rev. MKC
07/2001
BULADEAN SERIES
http://www2.ftw.nres.usda.gov/osd/dat/B/BULADEAN.html
The Buladean series consists of deep, well drained soils with moderately rapidly permeability. They
formed in residuum affected by soil creep in the upper part, that is weathered from felsic or mafic,
high-grade metamorphic or igneous rock such as granite, hornblende gneiss, granodiorite, biotite gneiss,
and high-grade metagraywacke.. These soils are on ridges and side slopes in the Blue Ridge (MLRA
130). Slope ranges from 8 to 95 percent. Mean annual precipitation is about 57 inches and mean annual
air temperature is about 52 degrees F., near the type location.
TAXONOMIC CLASS: Coarse -loamy, mixed, active, mesic Typic Dystrudepts
TYPICAL PEDON: Buladean loam, on a 42 percent, south -facing intermediate mountain side slope,
elevation 3,800 feet --forested. (Colors are for moist soil unless otherwise stated.)
Oi--O to 1 inch; slightly decomposed deciduous leaves and twigs. (0 to 3 inches thick)
Oe --1 to 2 inches; moderately decomposed deciduous leaves and twigs and very dark gray (IOYR 3/1)
decomposed organic matter. (0 to 3 inches thick)
A--2 to 5 inches; very dark grayish brown (1OYR 3/2) loam, brown (1OYR 4/3) dry; weak fine granular
structure; very friable; many very fine or fine, common medium, and few coarse roots; many very fine to
}_ medium and common coarse tubular pores; 2 percent by volume gravel; strongly acid; clear smooth
boundary. (1 to 8 inches thick)
Bwl--5 to 22 inches; brown (7.5YR 4/4) loam; weak medium subangular blocky structure; friable;
common very fine to medium and few coarse roots; common very fine to medium and few coarse
tubularpores; few fine flakes of mica; 5 percent by volume gravel; strongly acid; clear wavy boundary.
Bw2--22 to 28 inches; brown (7.5YR 4/4) coarse sandy loam; weak fine subangular blocky structure;
friable; common very fine to coarse roots; common very fine to coarse tubular pores; few very fine
flakes of mica; 5 percent by volume gravel; strongly acid; gradual wavy boundary. (Combined thickness
of the Bw horizon is 15 to 39 inches.)
q C--28 to 52 inches; multicolored coarse sandy loam saprolite; massive; very friable; few very fine to
medium and common coarse roots; few very fine to coarse tubular pores; few very fine flakes of mica; 5
percent by volume gravel; strongly acid; abrupt smooth boundary. (0 to 40 inches thick)
Cr --52 to 88 inches; weathered, multicolored, partially consolidated biotite granitic gneiss that can be
dug with difficulty with hand tools ; few fine and medium roots in cracks that are spaced more than 4
inches apart.
TYPE LOCATION: Mitchell County, North Carolina; about 4.0 miles north of Buladean on North
1 ni�.ni2nnR 1.57
1 of 4

7'cial Series Description - BULADEAN Series
8
http://www2.ftw.nres.usda.gov/osd/dat/B/BULADEAN.html
Carolina Highway 226 to the North Carolina -Tennessee state line at Iron Mountain Gap; 0.7 mile
southwest on U.S. Forest Service Road 5882 to a fork in the road; 0.2 mile west on USFS Road (right
fork) in a road cut; Iron Mountain Gap USGS Quadrangle, lat., 36 degrees, 07 minutes, 04 seconds N.,
and long. 82 degrees, 14 minutes, 15 seconds W.
RANGE IN CHARACTERISTICS: Solum thickness commonly is 20 to 30 inches, but ranges from 20
to 40 inches. Depth to paralithic contact at the upper boundary of the Cr horizon ranges from 40 to 60
inches below the surface. Depth to lithic contact is greater than 60 inchesContent of flakes of mica is
few or common throughout. Content of rock fragments, which are dominantly gravel, is less than 35
percent by volume throughout. Reaction ranges from extremely acid to moderately acid throughout,
except where surface layers have been limed.
The A or Ap horizon has hue of 7.5YR to 2.5Y, value of 3 to 6 and chroma of 2 to 4. Where value is 3 or
less, this horizon is less than 7 inches thick. Texture of the fine -earth fraction is sandy loam, fine sandy
loam, or loam.
The BA or BE horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 6, chroma of 3 to 6.
Texture of the fine -earth fraction is sandy loam, fine sandy loam, or loam.
The Bw horizon has hue of 7.5YR or l OYR, value of 4 to 6, chroma of 4 to 8. Texture of the fine -earth
fraction is sandy loam, fine sandy loam, coarse sandy loam, or loam.
The BC horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 8, and chroma of 1 to 8, or it is
mixed or mottled in shades of these colors. Colors with chroma of 2 or less are inherited from the parent
material and are not caused by wetness. Texture of the fine -earth fraction is sandy loam, fine sandy
loam, coarse sandy loam, or loam. Some pedons have a B/C horizon that consists of a BC or Bw horizon
with pockets of loamy sand or sandy loam saprolite (C material).
The C horizon is multicolored saprolite or it has hue of 5YR to 2.5Y, value of 3 to 8, and chroma of 1 to
8 and may be mixed or mottled in shades of these colors. Colors with chroma of 2 or less are inherited
from the parent material and are not caused by wetness. Texture of the fine -earth fraction is loamy sand,
sandy loam, or coarse sandy loam.
The Cr horizon is weathered, multicolored felsic or mafic, high-grade metamorphic or igneous rock that
is partially consolidated but can be dug with difficulty with hand tools. The upper boundary is considered
as a paralithic contact where root spacing is greater than 4 inches.
COMPETING SERIES: These are the Ashe, Brookfield, Cardigan, Charlton, Chestnut, Delaware,
Ditne , Dutchess, Edneyville, Foresthills (T), Gallimore, Greenbelt (T), Lordstown, Newport, Riverhead,
Soco, St. Albans, Stecoah, Steinsburg, Wakeman, and Yalesville series. Ashe soils have lithic contact
within depths of 20 to 40 inches. Brookfield soils are very deep and formed in micaceous till. Cardigan,
Lordstown, Steinsburg, and Yalesville soils have hard sedimentary or metasedimentary bedrock at
depths less than 40 inches and contain fragments of those rocks. Charlton soils are very deep and formed
in glacial till derived mainly from schist, gneiss, or granite. Chestnut soils have paralithic contact within
depths of 20 to 40 inches. Delaware soils are very deep and formed in postglacial alluvium, mainly from
areas of sandstone, shale, and siltstone and contain fragments of those rocks.. Dutchess and St. Albans
soils are very deep, contain coarse fragments of sedimentary rocks such as sandstone and shale, and
contain fragments of those rocks.. Edneyville soils are very deep. Foresthills (T) and Greenbelt (T) soils
are very deep and have mantles of humanly transported materials. Gallimore soils are very deep and
formed in loamy over sandy outwash on outwash plains. Newport soils have C horizons of dense glacial
fl/2�/2(l�R 1.57 P,
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(n,cial Series Description - BULADEAN Series http://www2.ftw.arcs.usda.gov/osd/dat/B/BULADEAN.htail
in the active CEC activity class based on comparison with similar associated soils such as Edneyville and
Chestnut. Sampled pedon S88NC-121-007 classifies as superactive, but the active class is consistent with
similar series.
Diagnostic horizons and soil characteristics recognized in this pedon are:
Ochric epipedon - the zone from the soil surface to a depth of 5 inches (Oi, Oe, and A horizons)
Cambic horizon - the zone between from 5 to 28 inches (Bwl and Bw2 horizons)
Paralithic contact - weathered bedrock contact at 52 inches (upper boundary of the Cr horizon)
SIR= NCO243 MLRA = 130
ADDITIONAL DATA: Characterization data is available from the National Soil Survey Laboratory,
Lincoln, NE; pedon number S88NC-121-007.
National Cooperative Soil Survey
U. S.A.
8
3
9
1()/2n/?.00R 1.57 PI
4 of 4

f' acial Series Description - COWEE Series http://www2.ftw.nres.usda.gov/osd/dat/C/COWEE.htl l
a>
to common throughout. Content of rock fragments ranges from 0 to 35 percent by volume throughout.
The A horizon has hue of 10YR to SYR, value of 3 to 5, and chroma of 2 to 8Where value is 3 or less,
this horizon is less than 7 inches thick. This horizon is commonly loam, fine sandy loam, or sandy loam in
the fine earth fraction.
The E horizon, where present, has hue of 10YR to SYR, value of 4 or 5, and chroma of 4 to 8. Texture is
loam, sandy loam, or fine sandy loam in the fine earth fraction.
The BA horizon or BE horizon, where present, has hue of 5YR to 7.5YR, value of 4 to 6, and chroma of
4 to 8. Texture is loam, sandy loam, or fine sandy loam in the fine earth fraction.
The Bt horizon has hue of 2.5YR to SYR, value of 4 to 6, and chroma of 4 to 8. In addition, subhorizons
of the Bt horizon, but not the entire Bt horizon, may have hue of 7.5YR, value of 4 to 6, and chroma of 4
to 8. The Bt horizon is sandy clay loam, loam, clay loam, sandy loam, or fine sandy loam in the fine earth
fraction.
The BC horizon, where present, has hue of 2.5YR to 7.5YR, value of 4 to 6, and chroma of 4 to 8. It is
sandy loam, fine sandy loam, loam, or sandy clay loam in the fine earth fraction.
The C/Bt horizon, where present, has hue of 2.5YR to l OYR, value of 4 to 6, and chroma of 4 to 8; or it
is multicolored. Non-redoximorphic mottles in shades of red, brown, or yellow are in some pedons. In
the C part, it is saprolite that has a texture of sandy loam, fine sandy loam, or loam in the fine earth
fraction. In the Bt part, texture is loam or sandy clay loam.
The C horizon, where present, has hue of 2.5YR to l OYR, value of 4 to 6, and chroma of 4 to 8; or it is
multicolored. Non-redoximorphic mottles in shades of red, brown, or yellow are in some pedons. It is
saprolite that has a texture of sandy loam, fine sandy loam, or loam in the fine earth fraction.
The Cr horizon is weathered, multicolored felsic to mafic, igneous and high-grade metamorphic rock. It
is partly consolidated but can be dug with difficulty with hand tools. The upper boundary is considered
as a paralithic contact. Roots, where present, are in cracks or seams spaced more than 4 inches apart.
COMPETING SERIES: These are the Brevard, Evard, Stott Knob (T), and Walhalla series. Brevard,
Evard, and Walhalla soils are very deep (greater than 60 inches) to weathered bedrock. Stott Knob soils
formed in residuum from metamorphic and igneous rocks at lower elevations in the Southern Piedmont
(MLRA 136).
GEOGRAPHIC SETTING: Cowee soils are on gently sloping to very steep ridges and side slopes of
low and intermediate mountains in the Blue Ridge (MLRA 130). Elevations range from 1,400 to 4,000
feet. Slopes are typically between 15 and 50 percent but range from 2 to 95 percent. Cowee soils formed
in residuum that is affected by soil creep in the upper part and weathered from felsic to mafic, igneous
and high-grade metamorphic rocks such as mica gneiss, hornblende gneiss, and amphibolite. Mean
annual temperature ranges from 46 to 57 degrees F., and mean annual precipitation ranges from about 35
to 65 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Brevard, Evard and the
closely related Edneytown, and Pigeonroost series, these are Ashe, Chestnut, Cleveland, Clifton,
Edneyville, Fannin, Huntdale, Plott, Porters, Rabun, Saluda, Trimont, Unaka, and Walhalla, and
Watauga series. Edneytown and Pigeonroost soils are 7.5YR or browner. Additionally, Pigeonroost soils
have a paralithic contact with weathered bedrock at 20 to 40 inches. Clifton soils have a fine particle
of I
10000noR 1 -5R Ply

scial Series Description - COWEE Series
http://www2.ftw.nrcs.usda.gov/osd/dat/C/COWEE.htifl
l
size class. Ashe, Chestnut, Cleveland, Edneyville, Plott, Porters, and Unaka soils do not have an argillic
horizon. Saluda soils have a paralithic contact with weathered bedrock at less than 20 inches. Fannin,
and Watauga soils are in a paramicaceous mineralogy class. Rabun soils have argillic horizon with value
3 or less and are in a fine particle -size class. Saunook, Trimont, and Thunder soils have surface horizons
14 with Humic features which are greater than or equal to 7 inches thick.. Huntdale, Plott, Porters, and
Unaka have umbric epipedons. All these soils formed on ridges and side slopes except Brevard, Saunook,
and Thunder soils which are on colluvial benches, toe slopes, and fans. Also, Huntdale, Plott, Porters,
Trimont, and Unaka soils are on ridges and side slopes of cooler, north to east aspects.
DRAINAGE AND PERMEABILITY: Well drained; moderate permeability. Runoff class is low on
t gentle slopes, medium on strong or moderately steep slopes, and high on steeper slopes. Runoff is much
lower where forest litter has little or no disturbance.
USE AND VEGETATION: Most of the soil is in forest. Common trees are chestnut oak, white oak,
scarlet oak, black oak, and hickory with some eastern white pine, Virginia pine, pitch pine, and shortleaf
pine. The understory includes flowering dogwood, American chestnut sprouts, sourwood, mountain
laurel, flame azalea, blueberry, and buffalo nut. Cleared areas are used for pasture and hayland.
DISTRIBUTION AND EXTENT: Blue Ridge (MLRA 130) of North Carolina, South Carolina,
Georgia, Tennessee, and Virginia. The series is of large extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Alexander County, North Carolina; 1988. The name is from the Cowee
mountains in Macon County, North Carolina.
REMARKS: The Cowee series describes soils that are intermediate in depth to soft bedrock between
the shallow Saluda and very deep Evard series. Formerly, they were included with these soils.
The 12/97 revision places the Cowee series in a fine -loamy, parasesquic, mesic Typic Hapludults family.
The series was formerly in a mixed mineralogy family. CEC activity class placement is based on sample
pedon S85 -NC -099-003 and on similar soils such as Brevard and Evard.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from 0 to 7 inches (Oi and A horizons).
Argillic horizon- the zone from 7 to 29 inches (Bt horizons).
Paralithic contact - the contact with weathered rock at 29 inches (upper boundary of the Cr horizon).
Parasesquic mineralogy class - total iron oxide, by weight (DCB Fe multiplied by 1.43) plus percent, by
weight, gibb'site of more than 10 in the fine -earth fraction.
ADDITIONAL DATA:
MLRA: 130 SIR(s): NCO 171, NCO241 (Stony)
Revised: 10/92-MLS,AG,CD; 1/98-DHK; 2/02-MKC
National Cooperative Soil Survey
U. S.A.
10/20/2008 1 °iR PTN

(ficial Series ?aescription - TATE Series
LOCATION TATE NC+TN VA
Established Series
RM -AG; Rev. MKC
03/2004
TATE SERIES
http://www2.ftw.nrcs.usda.gov/osd/dat/T/TATE.htnl
` The Tate series consists of very deep, well drained, moderately permeable soils on benches, fans, and toe
slopes in coves in the Blue Ridge (MLRA 130). They formed in colluvium weathered from felsic to
mafic high-grade metamorphic rocks. Mean annual temperature is 52 degrees F., and mean annual
precipitation about 52 inches near the type location. Slope ranges from 2 to 50 percent.
TAXONOMIC CLASS: Fine -loamy, mixed, semiactive, mesic Typic Hapludults
TYPICAL PEDON: Tate loam, in pasture. (Colors are for moist soil unless otherwise stated.)
y Ap--O to 7 inches; dark grayish brown (1 OYR 4/2) loam; moderate fine granular structure; very friable;
many fine roots; few fine pores; few root channels; contains some material from the BA horizon;
moderately acid; abrupt smooth boundary. (5 to 11 inches thick)
BA --7 to 12 inches; brown (10YR 4/3) loam; weak medium subangular blocky structure; friable;
common fine roots; common fine pores; common root channels; moderately acid; clear smooth
boundary. (0 to 14 inches thick)
F. Bt --12 to 32 inches; yellowish brown (10YR 5/6) clay loam; weak medium subangular blocky structure;
friable; few fine roots; few fine pores; few faint clay films on faces of peds and in pores; few fine flakes
of mica; strongly acid; clear smooth boundary. (15 to 40 inches thick)
BC --32 to 46 inches; brownish yellow (10YR 6/6) sandy clay loam; weak medium subangular blocky
structure; friable; few faint clay films on faces of peds; many pebbles; common fine flakes of mica;
strongly acid; gradual wavy boundary. (3 to 20 inches thick)
T C--46 to 72 inches; brownish yellow (1 OYR 6/8) and light yellowish brown (1 OYR 6/4) fine sandy loam;
massive; friable; common quartz pebbles in upper part; strongly acid.
� l
TYPE LOCATION: Allegheny County, North Carolina; 2 1/2 miles west of Roaring Gap, 1 mile west
of Highway 18, in pasture 50 yards west of field road.
RANGE IN CHARACTERISTICS: Thickness of the solum ranges from 24 to more than 60 inches.
Depth to bedrock is greater than 60 inches. Content of rock fragments is less than 35 percent by volume
in the A and Bt horizons, and less than 60 percent in the BC and C horizons. The soil is very strongly
_ acid to slightly acid unless limed. Content of mica flakes is few or common.
The A or Ap horizon has hue of l OYR, value of 3 to 6, and chroma of 2 through 4. After mixing to a
depth of 7 inches, value is 4 or more. The A horizon is loam, sandy loam, or fine sandy loam in the fine
earth fraction.
The E horizon, where present, has hue of l OYR, value of 4 or 6, and chroma of 3 to 6. Texture is similar
1 of l 10/20200R 1-5R PT

( "icial. Series Description - TATE Series http://www2.ftw.nres.usda.gov/osd/dat/T/TATE.htn l
to the A horizon.
The BA or BE horizon, where present, has hue of 7.5YR or l OYR, value of 4 or 5, and chroma of 3 to 6.
It is loam, sandy loam, fine sandy loam, sandy clay loam, or clay loam in the fine earth fraction.
The Bt horizon has hue of 7.5YR or l OYR, value of 4 to 6, and chroma of 4 to 8. It is clay loam, sandy
clay loam, or loam in the fine earth fraction. The upper 20 inches of the argillic horizon contain less than
30 percent silt.
The BC horizon, where present, is similar in color to the Bt horizon and is fine sandy loam, loam, clay
loam, sandy loam, or sandy clay loam in the fine earth fraction. It commonly contains moderate amounts
of weathered feldspar and pebbles and cobbles of quartz and granite.
The C horizon, where present, is colluvial material that is loamy or sandy in the fine -earth fraction and is
variable in color. Sandy textures are restricted to depths below 40 inches.
COMPETING SERIES: Excluding CEC activity class, there are 54 competing series. Those found
within MLRA 130 include the Brasstown, Cades, Edneytown, Junaluska, Lonon, Pigeonroost, and
Sauratown series. Brasstown and Pigeonroost soils have paralithic contact at depths of 40 to 60 inches.
Cades soils formed in alluvium weathered from low grade metamorphic rocks and contain fragments of
those rocks. Edneytown soils formed in residuum and have C horizons of saprolite. Junaluska soils have
paralithic contact at depths of 20 to 40 inches. Lonon soils formed in colluvium weathered from low
grade metamorphic rocks and contain fragments of those rocks. Sauratown soils have lithic contact at
depths of 40 to 60 inches.
GEOGRAPHIC SETTING: Tate soils are on colluvial fans, foot slopes, and benches in coves in the
Blue Ridge (MLRA 130). Slopes are commonly 5 to 15 percent but range from 2 to 50 percent.
Elevation ranges from 1400 to 4000 feet. The soil formed in colluvium weathered from felsic to mafic
high-grade metamorphic rocks such as granite, mica gneiss, hornblende gneiss, and schist. Mean annual
temperature is 52 degrees F., and mean annual precipitation about 52 inches near the type location.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Edneytown, Pigeonroost,
and Sauratown series, these are Ashe, Brevard, Chandler, Chestnut, Cowee, Edneyville, Evard, Fannin,
Greenlee, Tusquitee, and Watauga series. Ashe, Chandler, Chestnut, Cowee, Edneyville, Edneytown,
Evard, Fannin, and Watauga soils are on ridges and side slopes, formed in residuum, and have C
horizons of saprolite. Brevard, Greenlee, and Tusquitee soils formed in colluvial material on fans,
benches, and foot slopes in coves. Brevard soils have redder Bt horizons. Greenlee soils are in a loamy -
skeletal particle -size class. Tusquitee soils have darker colored A horizons that have more organic
matter.. In addition, Greenlee and Tusquitee soils have a cambic horizon.
` DRAINAGE AND PERMEABILITY: Well drained; saturated hydraulic conductivity is moderately
high or high, permeability is moderate in the subsoil and moderately rapid permeability in the underlying
material. Index surface runoff is negligible to medium. These soils receive surface and subsurface water
from surrounding uplands, and seeps and springs are possible.
USE AND VEGETATION: About half is cleared and used for growing corn, small grain, tobacco, truck
crops, and pasture. Common trees in forested areas are scarlet oak, white oak, yellow -poplar, eastern
white pine, shortleaf pine, Virginia pine, and northern red oak. Understory plants include mountain -
laurel, rhododendron, blueberry, greenbrier, flowering dogwood, black locust, honeysuckle, sourwood,
° and flame azalea.
i ni�ni�nnR 1 - ;R TAI

" Ficial Series Description - TATE Series http://www2.ftw.nres.usda.gov/osd/dat/T/TATE.htni
DISTRIBUTION AND EXTENT: The Blue Ridge (MLRA 130) of North Carolina, Virginia, eastern
Tennessee, and possibly Georgia and South Carolina. The series has large extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Transylvania County, North Carolina; 1940.
REMARKS: The 12/97 revision places this soil in a fine -loamy, mixed, semiactive, mesic Typic
Hapludults family per the 7th Edition of Keys to Soil Taxonomy. Family placement is based on similar
soils such as Edneytown, Edneyville and Greenlee. Sample pedon S91 -NC -171-004 classifies as
fine -loamy, siliceous, subactive, mesic Typic Hapludults, which influenced placement in the semiactive
class. This pedon was nearly placed in a parasesquic mineralogy class due to x-ray diffraction data, but
since these methods are more qualitative rather than quantitative, mineralogy class placement based on
grain count data. Classification of this series may change when more mineralogy data are available.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon: 0 to 7 inches (Ap and BA horizons)
Argillic horizon: 7 to 46 inches (Bt, and BC horizons).
ADDITIONAL DATA:
MLRA: 130 SIR(s): NC0025, NCO258 (GRAVELLY)
Revised: 11/90-RM,CD,AG; 1/98-DHK; 2/04-MKC
National Cooperative Soil Survey
U.S.A.
I of I 1 1.5R Ply

(' acial Series Description- SAUNOOK Series
i J
LOCATION SAUNOOK NC+GA VA
Established Series
LBH:STE:AG; Rev. MKC
03/2004
SAUNOOK SERIES
http://www2.ftw.nrcs.usda.gov/osd/dat/S/SAUNOOK.htrn'
The Saunook series consists of very deep, well drained, moderately permeable soils on benches, fans,
and toe slopes in coves in the Blue Ridge (MLRA 130). They formed in colluvium derived from
materials weathered from felsic to mafic, igneous and high-grade metamorphic rocks. Slope ranges from
2 to 60 percent. Near the type location, mean annual temperature is 53 degrees F.
and mean annual precipitation is 55 inches.
TAXONOMIC CLASS: Fine -loamy, mixed, superactive, mesic Humic Hapludults
TYPICAL PEDON: Saunook loam, on a 21 percent slope in an apple orchard. (Colors are for moist soil
unless otherwise indicated.)
Ap--O to 9 inches; dark brown (1 OYR 3/3) loam; brown (I OYR 4/3) dry; weak fine and medium granular
structure; very friable; many fine and few medium and coarse roots; 3 percent cobbles and 3 percent
gravel; few fine flakes of mica; moderately acid; abrupt smooth boundary. (7 to 15 inches thick)
Btl--9 to 28 inches; dark yellowish brown (l OYR 4/6) loam; weak medium subangular blocky structure;
friable; common fine and few medium and coarse roots; few faint clay films on faces of peds and in
pores; 4 percent gravel, 3 percent cobbles, and 1 percent stones; common fine flakes of mica; slightly
acid; gradual wavy boundary. (8 to 24 inches thick)
Bt2--28 to 34 inches; dark yellowish brown (1 OYR 4/6) cobbly loam; weak medium subangular blocky
structure; friable; few fine roots; few faint clay films on faces of peds and in pores; 15 percent cobbles,
10 percent gravel, and 5 percent stones; common fine flakes of mica; slightly acid; gradual wavy
boundary. (5 to 22 inches thick)
BC --34 to 65 inches; yellowish brown (1 OYR 5/6) cobbly sandy loam; weak fine subangular blocky
jstructure; very friable; 12 percent cobbles, 10 percent gravel, and 3 percent stones; common fine flakes
of mica; moderately acid.
1 of 'l
TYPE LOCATION: Haywood County, North Carolina; 1.0 mile east from Waynesville on U.S.
Highway 276; 0.7 mile south on SR 1130; 0.1 mile south on orchard road; 120 feet north of road in apple
orchard.
RANGE IN CHARACTERISTICS: Solum thickness is 40 to more than 60 inches. Depth to bedrock is
greater than 60 inches. Content of mica flakes is few or common. Rock fragment content is less than 35
percent in the A and Bt horizons, and ranges to 60 percent in the BC and C horizon, where present. The
fragments range in size from gravel to stones. Reaction ranges from extremely acid to moderately acid in
the A horizon, unless the soil has been limed. It is very strongly acid to slightly acid the Bt and C
horizons.
1 nl?n/?MR 1 •5o UT%/

C ,, 1cial Series Description - SAUNOOK Series http://www2.ftw.arcs.usda.gov/osd/dat/S/SAUNOOK.htrw
The Ap or A horizon has hue of l OYR, value of 2 or 3, and chroma of 2 to 4; or hue of 7.5YR, value of
'j
3, and chroma of 2 to 4. Dry value is less than 6. The Ap or A horizon is fine sandy loam, sandy loam,
loam, silt loam, sandy clay loam, or clay loam in the fine earth fraction.
The BA or BE horizon, where present, has hue of 7.5YR or 10YR, value of 4 to 6, and chroma of 4 to 8.
It is fine sandy loam, loam, sandy loam, loam, silt loam, or sandy clay loam in the fine earth fraction.
The Bt horizon has hue of 10YR or 7.5YR, value of 4 to 6, and chroma of 4 to 8. In some pedons, part of
the Bt horizon may have hue of SYR, value of 4 to 6, and chroma of 4 to 8. It is loam, clay loam, sandy
clay loam, or silt loam in the fine earth fraction.
The BC horizon is similar in color to the Bt horizon. It is coarse sandy loam, fine sandy loam, sandy
loam, loam, silt loam, or sandy clay loam in the fine earth fraction.
The C horizon, where present, is colluvial material that is loamy or sandy in the fine earth fraction and is
variable in color.
COMPETING SERIES: Excluding CEC activity class, these are the Colts Neck, Pineola, Royce,
Snowbird, Statler, and Trimont series. Colts Neck soils contain glauconite and fragments of iron
cemented sandstone. Pineola soils have paralithic contact at depths of 20 to 40 inches. Royce soils
contain more silt and have fragments of shale. Snowbird soils formed in residuum from low grade
metasedimentary rocks and contain fragments of these rocks. Statler soils formed in alluvium on
L_ terraces, may flood, and have a lower content of rock fragments. Trimont soils formed in residuum and
have C horizons of saprolite.
GEOGRAPHIC SETTING: Saunook soils are on gently sloping to steep toe slopes, benches, and fans
in coves in the Blue Ridge (MLRA 130). Slope is commonly 5 to 25 percent, but ranges from 2 to 60
percent. Elevation ranges from about 1,400 to 4,500 feet. Saunook soils formed in colluvium derived
from materials weathered from felsic to mafic, igneous and high-grade metamorphic rocks such as
granite, mica gneiss, hornblende gneiss, high-grade metagraywacke, and schist. Mean annual
temperature ranges from 46 to 57 degrees F., and mean annual precipitation ranges from about 45 to 65.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Statler and Trimont soils,
these are the Braddock, Brevard, Cashiers, Chandler, Cowee, Cullasaja, Dillsboro, Evard, Fannin,
Hayesville, Ste, Tate, Thunder, Tuckasegee, Tusquitee, Unison, and Whiteside series. Braddock,
Dillsboro, and Unison soils are in a fine particle -size class. Brevard, Tate and Unison soils have thinner
or lighter colored A horizons. Cashiers, Chandler, Cowee, Evard, Fannin, and Hayesville soils formed in
residuum and have C horizons of saprolite. Cullasaja and Thunder soils are in a loamy -skeletal
particle -size class. Tuckasegee and Tusquitee soils have a cambic horizon.
DRAINAGE AND PERMEABILITY: Well drained; saturated hydraulic conductivity is moderately
high or high, permeability is moderate. Surface index runoff is negligible to medium. These soils receive
surface and subsurface water from surrounding uplands, and seeps and springs are common.
USE AND VEGETATION: Much of this soil has been cleared and is used for orchards, corn, burley
tobacco, small grain, truck crops, ornamentals, and pasture, as well as urban development. Common
trees are yellow poplar, northern red oak, white oak, yellow buckeye, black cherry, black birch, white
ash, cucumbertree, and black locust. Understory plants include mountain -laurel, black locust,
rhododendron, greenbrier, flowering dogwood, red maple, poison -ivy, grape,
honeysuckle, sourwood, switchcane, and Christmas fern.
1 ivm/mm 1 -io Ply

~ Icial Series Description - SAUNOOK Series http://www2.ftw.nres.usda.gov/osd/dat/S/SAUNOOK.html
!' DISTRIBUTION AND EXTENT: North Carolina, Tennessee, and possibly Georgia, Virginia, and
South Carolina. The series is of large extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Macon County, North Carolina, 1990. The name is from the Saunook
community, near the type location in Haywood County, North Carolina.
REMARKS: The Saunook series was formerly included with the Tate and Tusquitee series. However,
Tate soils have an ochric epipedon that has higher color value, and Tusquitee soils have a cambic
horizon.
ADDITIONAL DATA:
MLRA: 130 SIR: NC0195, NCO282 (SILTY)
The Saunook series has the following diagnostic horizons and features:
Ochric epipedon - The zone from the surface to a depth of 9 inches (Ap horizon)
Humic Hapludults subgroup feature - Moist value of 3 and dry value of 4 in the Ap horizon (0 to 9
inches)
Argillic horizon - The zone from 9 to 34 inches (Btl and Bt2 horizons)
National Cooperative Soil Survey
U. S.A.
I of q

ficial Series Description - ASHE Series http://www2.ftw.nres.usda.gov/osd/dat/A/ASBE.html
LOCATION ASHE NC+GA MD SC TN VA
Established Series
DLN-RLM; Rev. MKC
08/2001
ASHE SERIES
The Ashe series consists of moderately deep, somewhat excessively drained soils on gently sloping to
very steep ridges and side slopes of the Blue Ridge (MLRA 130). They formed in residuum that is
affected by soil creep in the upper part, and weathered from felsic or mafic igneous and high-grade
metamorphic rocks such as granite, hornblende gneiss, granodiorite, biotite gneiss, and high-grade
metagraywacke. Mean annual air temperature is about 52 degrees F., and mean annual precipitation is
about 50 inches near the type location. Slope ranges from 2 to 95 percent.
TAXONOMIC CLASS: Coarse -loamy, mixed, active, mesic Typic Dystrudepts
TYPICAL PEDON: Ashe sandy loam --forested. (Colors are for moist soil unless otherwise stated.)
Oe --O to 1 inches; moderately decomposed organic matter and leaves, twigs, and roots.
Al --1 to 4 inches; very dark grayish brown (1OYR 3/2) sandy loam; weak medium and coarse granular
structure; friable; many fine and medium roots; few quartz gravel; few fine flakes of mica; very strongly
acid; abrupt smooth boundary.
A2-4 to 8 inches; brown (1OYR 4/3) sandy loam; weak medium granular structure; very friable; many
fine and medium roots; few quartz gravel; few fine flakes of mica; very strongly acid; clear smooth
boundary. (Combined thickness of the A horizon is 1 to 10 inches)
Bw--8 to 26 inches; yellowish brown (10YR 5/6) sandy loam; moderate medium granular structure;
friable; few small fragments of quartz rock which give gritty feel; common fine and medium roots; few
fine flakes of mica; very strongly acid; clear wavy boundary. (10 to 30 inches thick)
C--26 to 31 inches; yellowish brown (IOYR 5/4) saprolite that is sandy loam; massive; friable; common
medium roots; fragments of granite gneiss; few fine flakes of mica; very strongly acid; gradual wavy
boundary. (0 to 18 inches thick)
R--31 inches; hard, light colored granite gneiss.
TYPE LOCATION: Transylvania County, North Carolina; east side of Sapphire Road, 0.5 mile south
of Windy Gap; USGS Cashiers Quadrangle; lat. 35 degrees, 5 minutes, 21 seconds N., and long. 83
degrees, 0 minutes, 30 seconds W.; NAD 27.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 14 to 40 inches. Depth to lithic
contact ranges from 20 to 40 inches. Content of rock fragments ranges from 0 to 35 percent by volume
throughout. Reaction is extremely acid to moderately acid, unless limed. Content of flakes of mica is few
or common throughout.
The A or Ap horizon has hue of 7.5YR to 2.5Y, value of 2 to 6, and chroma of 1 to 6. Where value is 3
kr°_ger
1 nfl In/In/IMR 1•SQPAi

C ficial Series Description - ASHE Series http://www2.ftw.nres.usda.gov/osd/dat/A/ASHE.html
is
_71 or less, this horizon is less than 7 inches thick. The A horizon is loam, fine sandy loam, sandy loam, or
's coarse sandy loam in the fine -earth fraction.
The Bw horizon has hue of 7.5YR to 2.5Y, value of 4 to 6, and chroma of 3 to 8. It is loam, fine sandy
loam, sandy loam, or coarse sandy loam in the fine -earth fraction.
The C horizon is saprolite weathered from felsic or intermediate crystalline rocks such as granite, granite
gneiss, granodiorite, hornblende gneiss, or mica gneiss. It is similar in color to the Bw horizon or is
multicolored. It may have the textures of the Bw horizon or be loamy sand, loamy fine sand, or loamy
coarse sand in the fine -earth fraction. Some pedons do not have a C horizon.
The Cr horizon, where present, is multicolored, weathered bedrock that is partially consolidated but can
be dug with hand tools with difficulty.
The R horizon is commonly hard, felsic or ma.fic igneous or high-grade metamorphic rock such as
granite, granite gneiss, granodiorite, hornblende gneiss, amphibolite, high-grade metagraywacke, or mica
gneiss. The upper boundary is considered as lithic contact where root spacing is greater than 4 inches.
COMPETING SERIES: These are the Brookfield, Buladean, Cardigan, Charlton, Chestnut, Delaware,
Ditney, Dutchess, Edneyville, Foresthills (T), Gallimore, Greenbelt (T), Lordstown, Newport, Riverhead,
Soco, St. Albans, Stecoah, Steinsburg, Wakeman, and Yalesville series. Brookfield soils have B horizons
that are 7.5YR and redder. Buladean and Stecoah soils have paralithic contact at depths of 40 to 60
inches. Cardigan, Ditney, Lordstown, Steinsburg, and Yalesville soils have hard sedimentary or
metasedimentary bedrock at depths less than 40 inches and contain fragments of those rocks. Charlton
soils are very deep and formed in glacial till derived mainly from schist, gneiss, or granite. Chestnut soils
have paralithic contact within depths of 20 to 40 inches but lack hard bedrock within these depths.
Delaware soils are very deep and formed in postglacial alluvium, mainly from areas of sandstone, shale,
and sihstone. Dutchess and St. Albans soils are very deep and contain coarse fragments of sedimentary
rocks such as sandstone and shale. Edneyville soils are very deep. Foresthills (T) and Greenbelt (T) soils
are very deep and have mantles of humanly transported materials. Gallimore soils are very deep and
formed in loamy over sandy outwash on outwash plains. Newport soils are very deep and have C
horizons of dense glacial till. Riverhead have a lithologic discontinuity in the upper 40 inches. Soco and
Stecoah soils formed from materials weathered from low-grade metasedimentary rocks and contain
fragments of those rocks. Wakeman soils formed in residuum over sandstone bedrock on till plains and
lake plains and contain fragments of sandstone.
GEOGRAPHIC SETTING: Ashe soils are on ridges and side slopes in the Blue Ridge (MLRA 130).
'LL Slopes commonly are greater than 50 percent but range from 2 to 95 percent. Elevation ranges from
about 1,400 to 5,000 feet. Ashe soils formed in residuum that is affected by soil creep in the upper part
and weathered from felsic or mafic igneous and high-grade metamorphic rocks such as granite,
hornblende gneiss, granodiorite, biotite gneiss, and high-grade metagraywacke. Estimated mean annual
temperature is about 52 degrees F., and mean annual precipitation is about 50 inches near the type
location. Mean annual air temperature ranges from 46 to 57 degrees F., and mean annual precipitation
ranges from 40 to 90 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Buladean, Chestnut and
Edneyville series, these are the Brevard, Brownwood, Cashiers, Chandler, Cleveland, Cowee, Cullasaia,
Edneytown, Evard, Fannin, Greenlee, Haywood, Huntdale, Micaville, Peaks, Pigeonroost, Plott, Porters,
Saluda, Saunook, Tate, Thunder, Trimont, Tuckasegee, Tusquitee, Unaka, and Watauga soils. Brevard,
Cowee, Edneytown, Evard, Pigeonroost, Saluda, Saunook, Tate, Trimont, and Watauga soils have
�f 1 n/,)n/?nnR 1 -SQ nA,

ficial Series Description - ASHE Series
http://www2.ftw.nres.usda.gov/osd/dat/A/ASHE.htrn]
argillic horizons. Brownwood, Cashiers, Chandler, Fannin, Micaville,and Watauga soils are in a
micaceous or paramicaceous family. Cleveland and Saluda soils have bedrock within a depth of 20
inches. Cullasaja, Greenlee, Thunder, and Peaks soils are in a loamy -skeletal family. Haywood, Plott,
Porters, Tuckasegee, and Unaka soils have umbric epipedons. Huntdale, Thunder, and Tusquitee soils
`La have thicker humus -enriched ochric epipedons with color value of 3 or less. All these soils are on ridges
and side slopes except for Brevard, Cullasaja, Greenlee, Haywood, Saunook, Tate, Thunder,
Tuckasegee, and Tusquitee soils which are on colluvial benches, toe slopes, and fans. Also, soils on
cooler, more humid north to east aspects on ridges and side slopes are Cashiers, Huntdale, Plott, Porters,
Trimont, and Unaka.
DRAINAGE AND PERMEABILITY: Somewhat excessively drained; moderately rapid permeability;
medium internal drainage. Runoff class is low on gentle slopes, medium on strong or moderately steep
slopes, and high on steeper slopes. Runoff is much lower where forest litter has little or no disturbance.
USE AND VEGETATION: Common trees are black locust, chestnut oak, scarlet oak, eastern white
pine, northern red oak, Virginia pine, and pitch pine. The understory species includes mountain laurel,
'-' rhododendron, and sourwood. Some areas are in pasture.
DISTRIBUTION AND EXTENT: Blue Ridge (MLRA 130) of North Carolina, Georgia, Maryland,
South Carolina, Tennessee, and Virginia. The series is extensive.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Ashe County, North Carolina; 1912.
REMARKS: Ashe soils were formerly classified as Sols Bruns Acides.
The 12/97 revision places Ashe soils in an active family, based on similar soils such as Edneyville and
Chestnut. Horizon depths were revised to standards of the most current revision of the Soil Survey
Manual (issued1993). The 2/99 revision updates classification to 8th Edition of Keys to Soil Taxonomy.
Diagnostic features and horizons recognized in this pedon are:
Ochric Epipedon - The zone from 0 to 8 inches (Oe, Al and A2 horizons).
Cambic Horizon - The zone from 8 to 26 inches (Bw horizon).
Lithic Contact - The occurrence of hard bedrock at 31 inches.
ADDITIONAL DATA:
MLRA: 130 SIR(S): NC0019, NCO 186 (VERY STONY)
Revised: 10/92-DLN-RLM-AG; 12/97-DHK; 2/99-MKC; 8/01 -MMC
National Cooperative Soil Survey
U.S.A.
I of I 1O/?O/?OOR 1 50 PTV

r"a
Icial Series Description - EDNEYVILLE Series
LOCATION EDNEYVILLE NC+GA NJ SC TN VA
Established Series
DLN;Rev. MKC
03/2003
EDNEYVILLE SERIES
http://www2.ftw.nrcs.usda.gov/osd/dat/E/EDNEYVU-LE.htil
The Edneyville series consists of very deep, well drained soils on gently sloping to very steep ridges and
side slopes of the Blue Ridge (MLRA 130). They formed in residuum that is affected by soil creep in the
upper part, and is weathered from felsic or mafic igneous or high-grade metamorphic rocks such as
granite, hornblende gneiss, granodiorite, biotite gneiss, and high-grade metagraywacke. Mean annual
temperature is 56 degrees F., and mean annual precipitation about 65 inches near the type location.
Slopes are 2 to 95 percent.
TAXONOMIC CLASS: Coarse -loamy, mixed, active, mesic Typic Dystrudepts
TYPICAL PEDON: Edneyville fine sandy loam --wooded. (Colors are for moist soil unless otherwise
stated.)
Oe --O to 2 inches; very dark gray (I OYR 3/1) moderately decomposed organic matter and oak leaves.
A--2 to 6 inches; very dark grayish brown (l OYR 3/2) fine sandy loam; weak medium granular structure;
very friable; many fine and few medium roots; few fine flakes of mica; very strongly acid; clear smooth
boundary. (1 to 10 inches thick)
AB --6 to 9 inches; dark yellowish brown (1 OYR 4/4) fine sandy loam; weak medium granular structure;
very friable; many fine and few medium roots; few fine flakes of mica; very strongly acid; gradual wavy
boundary. (0 to 6 inches thick)
Bwl--9 to 12 inches; yellowish brown (1 OYR 5/4) fine sandy loam; weak medium subangular blocky
structure; friable; common fine and few medium roots; few fine flakes of mica; very strongly acid; clear
wavy boundary.
Bw2--12 to 26 inches; yellowish brown (1 OYR 5/6) sandy loam; weak medium subangular blocky
structure; friable; slightly sticky; few fine roots; few fine flakes of mica; very strongly acid; gradual
wavy boundary.
Bw3--26 to 32 inches; brownish yellow (1 OYR 6/6) sandy loam; weak fine subangular blocky structure;
friable; few fine roots; few fine flakes of mica; 10 percent soft gneiss fragments; very strongly acid;
gradual wavy boundary. (Combined thickness of the Bw horizon is 15 to 40 inches.)
C--32 to 62 inches; yellowish brown (1 OYR 5/6) saprolite that has a texture of sandy loam; friable; rock
structure; few fine flakes of mica; common partially weathered granite gneiss fragments; very strongly
acid.
TYPE LOCATION: Transylvania County, North Carolina; 6 miles south of Brevard on U.S. 276, 0.6
mile west on County Road 1102, 50 feet north of road in wooded area.
1 of d N2(1/2(1(1R 1 -59 Ply

5cial Series Description - EDNEYVILLE Series http://www2.ftw.nres.usda.gov/osd/dat/E/EDNEYV=.html
RANGE IN CHARACTERISTICS: Solum thickness ranges from 20 to 55 inches. Depth to weathered
bedrock is more than 60 inches. The A horizon is extremely acid to moderately acid, and the B and C
horizons are very strongly acid or strongly acid. Content of flakes of mica is few or common throughout.
Content of coarse fragments, ranges from 0 to 35 percent by volume throughout.
The A or Ap horizon has hue of 7.5YR to 2.5Y, value of 2 to 5, and chroma of 1 to 4. Where value is 3
or less, this horizon is less than 7 inches thick. The A horizon is fine sandy loam, sandy loam, or loam in
the fine -earth fraction.
Thin AB horizons are present in some pedons. They have hue of 7.5YR to 2.5Y, value of 4 to 6, and
chroma of 2 to 4. They are fine sandy loam, loam, or sandy loam in the fine -earth fraction.
The Bw horizon has hue of 7.5YR to 2.5Y, value of 4 to 7, and chroma of 3 to 8. It is fine sandy loam,
sandy loam, or loam in the fine -earth fraction.
The BC horizon, where present, is similar in color and texture to the Bw horizon but contains more rock
fragments and bodies of saprolite.
The C horizon has hue of 5YR to 2.5Y, value of 4 to 7 and chroma 3 to 8. It is saprolite that has a
texture of fine sandy loam, sandy loam, loam, loamy fine sand, or loamy sand in the fine -earth fraction.
COMPETING SERIES: These are Ashe, Brookfield, Buladean, Cardigan, Charlton, Chestnut,
Delaware, Ditne , Dutchess, Foresthills (T), Gallimore, Greenbelt (T), Lordstown, Newport, Riverhead,
Soco, St. Albans, Stecoah, Steinsburg, Wakeman, and Yalesville series. Ashe soils have lithic contact
with hard bedrock within depths of 20 to 40 inches. Brookfield soils formed in till derived from
micaceous schist and have fragments of these rocks. Buladean and Stecoah soils have paralithic contact
at depths of 40 to 60 inches. Cardigan, Lordstown, Steinsburg, and Yalesville soils have hard .
sedimentary or metasedimentary bedrock at depths less than 40 inches and contain fragments of those
rocks. Charlton soils formed in glacial till derived mainly from schist, gneiss, or granite and contain
fragments of those rocks. Chestnut soils have paralithic contact within depths of 20 to 40 inches.
Delaware soils formed in postglacial alluvium, mainly from areas of sandstone, shale, and sihstone and
contain fragments of those rocks. Ditney, Soco and Stecoah soils formed from materials weathered from
low-grade metasedimentary rocks and contain fragments of those rocks. Dutchess and St. Albans soils
contain coarse fragments of sedimentary rocks such as sandstone and shale. Foresthills (T) and
Greenbelt (T) soils have mantles of humanly transported materials. Gallimore soils formed in loamy over
sandy outwash on outwash plains. Newport soils have C horizons of dense glacial till. Riverhead soils
have a lithologic discontinuity in the upper 40 inches.
GEOGRAPHIC SETTING: Edneyville soils are on gently sloping to very steep ridges and side slopes
of the Blue Ridge (MLRA 130). Elevations range from 1,400 to 5,000 feet. Where correlated in the New
Jersey Highlands, the elevation ranges to as low as 400 feet. Slopes range from 2 to 95 percent.
Edneyville soils formed in residuum that is affected by soil creep in the upper part, and weathered from
felsic or mafic igneous or high-grade metamorphic rocks such as granite, hornblende gneiss, granodiorite,
biotite gneiss, and high-grade metagraywacke. Climate is temperate and humid. Mean annual
temperature is 56 degrees F., and mean annual precipitation about 65 inches near the type location.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Ashe, Buladean, and
Chestnut series, these are the Brevard, Brownwood, Cashiers, Chandler, Cleveland, Cowee, Cullasaia,
Edneytown, Evard, Fannin, Greenlee, Hated, Huntdale, Micaville, Peaks, Pigeonroost, Plott, Porters,
Saluda, Saunook, Tate, Thunder, Trimont, Tuckasegee, Tusquitee, Unaka, and Watauga soils. Brevard,
? Ufa (U?O/?MR 1.59 PAJ

ficial Series Description - EDNEYV= Series
1 of d
http://www2.ftw.nres.usda.gov/osd/dat/E/EDNEYVILLE.hbi l
Cowee, Edneytown, Evard, Pigeonroost, Saluda, Saunook, Tate, Trimont, and Watauga soils have an
argillic horizon. Brownwood, Cashiers, Chandler, Fannin, Micaville, and Watauga soils are in a
micaceous or paramicaceous family. Cleveland and Saluda soils have bedrock within a depth of 20
inches. Cullasaja, Greenlee, and Peaks soils are in a loamy -skeletal family. Haywood, Plott, Porters,
Tuckasegee, and Unaka soils have umbric epipedons. Huntdale, Thunder, and Tusquitee soils have
thicker humus -enriched ochric epipedons with color value of 3 or less. All these soils are on ridges and
side slopes except for Brevard, Cullasaja, Greenlee, Haywood, Saunook, Tate, Thunder, Tuckasegee,
and Tusquitee soils which are on colluvial benches, toe slopes, and fans. Also, soils on cooler, more
humid north to east aspects on the ridges and side slopes are Cashiers, Huntdale, Plott, Porters, Trimont,
and Unaka.
DRAINAGE AND PERMEABILITY: Well drained; medium internal drainage; moderate rapid
permeability. Runoff class is very low on gentle slopes, low on strong or moderately steep slopes, and
medium on steeper slopes. Runoff is much lower where forest cover is intact.
USE AND VEGETATION: Most of the acreage is in forest. Common trees are white oak, black oak,
scarlet oak, chestnut oak, hickory, eastern white pine, Virginia pine, and pitch pine. Yellow poplar and
northern red oak are common in the northern portions of MLRA 130. The understory includes mountain
laurel, flowering dogwood, sourwood, black locust, American chestnut sprouts, greenbrier, Christmas
fern, and rhododendron. Cleared areas are commonly used for pasture, hay, and occasionally fruit trees,
burley tobacco, Christmas trees, and vegetables.
DISTRIBUTION AND EXTENT: Blue Ridge (MLRA 130) of North Carolina, South Carolina,
Tennessee, Virginia, Georgia. The series has been correlated in the New Jersey Highlands (Reading
Prong). The series is of large extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Watauga County, North Carolina; 1947.
REMARKS: This series was formerly classified in the Gray -Brown Podzolic great soil group. The
particle -size control section of many pedons has a weighted average clay content marginal to fine -loamy.
Similar soils in a fine -loamy family are associated on some landscapes.
The 12/97 revision changes the family placement to coarse -loamy, mixed, active, mesic Typic
Dystrochrepts per the 7th Edition of Keys to Soil Taxonomy (1996). The CEC activity class placement is
based on placement of similar soils such as Chestnut. Sample pedon S88 -NC -121-007 classifies as
superactive, but the active class is consistent with similar series. Horizon depths and runoff class were
also revised at this time.
The 2/99 revision updates the classification to 8th Edition of Keys to Soil Taxonomy.
Diagnostic features and horizons recognized in this pedon are:
Ochric epipedon - the zone from the surface to a depth of 9 inches (Oe, A and AB horizons)
Cambic horizon - the zone from 9 to 32 inches (Bwl, Bw2, and Bw3 horizons)
ADDITIONAL DATA: Characterization data is available from the National Soil Survey Laboratory,
Lincoln, NE; pedon number S88 -NC -121-007.
MLRA: 130, 148 SIR(s): NC0023, NCO 115 (Stony)
1 1.59 P11Q

icial Series;Description - DULLARD Series
LOCATION DILLARD GA+NC TN VA
Established Series
Rev. LWF-HCD
08/2005
DILLARD SERIES
http://www2.ftw.ircs.usda.gov/osd/dat/D/DHI-kRD.htrd
The Dillard series consists of deep or very deep, moderately well drained soils that have moderately slow
permeability. These soils formed in loamy alluvium of Holocene age. They are on narrow, nearly level to
sloping stream terraces and toe slopes. Runoff is slow to medium. Slopes are dominantly 1 to 6 percent,
but range from 0 to 10 percent near the base of steeper hillslopes.
TAXONOMIC CLASS: Fine -loamy, mixed, semiactive, mesic Aquic Hapludults
TYPICAL PEDON: Dillard sandy loam, on a smooth concave 4 percent slope in grass. (Colors are for
moist soil unless otherwise stated.)
Ap--0 to 8 inches; dark grayish brown (1 OYR 4/2) sandy loam; moderate fine granular structure; very
friable; many fine and medium roots; few fine flakes of mica; moderately acid; abrupt wavy boundary.
(6 to 12 inches thick)
Btl--8 to 20 inches; yellowish brown (1 OYR 5/6) sandy clay loam; thin brown (I OYR 5/3) coatings in
root channels; moderate medium subangular blocky structure; friable; common fine and medium roots;
few faint clay films on faces of peds; few fine flakes of mica; strongly acid; gradual wavy boundary.
Bt2--20 to 27 inches; brownish yellow (1 OYR 6/6) sandy clay loam; moderate medium subangular
blocky structure; friable; few faint clay films on faces of peds; few fine and medium roots; few fine
flakes of mica; common medium prominent gray (l OYR 6/1) iron depletions; strongly acid; gradual wavy
boundary.
Bt3--27 to 31 inches; olive yellow (2.5Y 6/6) clay loam; moderate medium subangular blocky structure;
friable; few fine roots; common distinct clay films on faces of peds; few fine flakes of mica; many coarse
prominent gray (I OYR 6/1) iron depletions; very strongly acid; gradual wavy boundary. (Combined
thickness of the Bt horizon is 14 to 51 inches)
2Btg--31 to 37 inches; light gray (1 OYR 7/1) clay; moderate coarse angular blocky structure; firm;
common distinct clay films on faces of peds; few fine flakes of mica; many coarse prominent reddish
yellow (5YR 6/8) and common medium prominent olive yellow (2.5Y 6/6) masses of iron accumulation;
very strongly acid; clear wavy boundary. (0 to 14 inches thick)
2BCg--37 to 55 inches; light gray (10YR 7/1) clay loam; weak medium angular blocky structure; firm;
ry few fine flakes of mica; common medium prominent light yellowish brown (2.5Y 6/4) and common fine
prominent strong brown (7.5YR 5/8) masses of iron accumulation; very strongly acid; gradual wavy
boundary. (0 to 18 inches thick)
2Cg--55 to 62 inches; light gray (5Y 7/1) clay; massive; very firm; few fine flakes of mica; common
medium prominent brownish yellow (1 OYR 6/6) masses of iron accumulation; very strongly acid; clear
1 WINVIMR 1•M Ply

icial Series Description - DULLARD Series
r
wavy boundary.
http://www2.ftw.nrcs.usda.gov/osd/dat/D/DHJARD.htnl
nl
2Cr--62 to 66 inches; yellowish brown (1 OYR 516) mudstone; crushes to silty clay; difficult to auger;
massive; very firm; very strongly acid.
TYPE LOCATION: Rabun County, Georgia; 0.4 mile west of Rabun Gap post office on paved road;
!" 50 feet north of road at Rabun Gap-Nacoochee School. (USGS Quadrangle, Dillard, GA.-N.C. (1988);
,:.. lat. 34 degrees 57 minutes 28 seconds N., long. 83 degrees 23 minutes 36 seconds W.)
RANGE IN CHARACTERISTICS: Solum thickness ranges from 30 to more than 60 inches. Unless
limed, reaction ranges from strongly acid to moderately acid in the A horizon and from very strongly
acid to moderately acid in the B and C horizons. Flakes of mica range from few to common throughout
the solum and C horizon.
The A horizon has hue of l OYR, value of 3 through 5, and chroma of 1 through 4. Where the value is 3
or less the horizon thickness is less than 10 inches. It is fine sandy loam, sandy loam, or loam, and
includes sandy clay loam or clay loam in eroded areas Volume of pebbles range from 0 to 5 percent.
The E horizon, where present, has hue of l OYR or 2.5Y, value of 4 to 7, and chroma of 3 to 6. It is
sandy loam, fine sandy loam or loam.
The BE or BA horizon, where present, has hue of 7.5YR or l OYR, value of 4 or 5, and chroma of 3
through 6. It is sandy loam, fine sandy loam, or loam.
The Btl and Bt2 horizons have hue of 7.5YR, l OYR, or 2.5Y, value of 4 through 6 and chroma of 4
through 8. There are none to common masses of iron accumulation in shades of brown and iron
depletions in shades of gray are in the Bt2 horizon. The Bt3 horizon has hue of 10YR or 2.5Y, value of 5
or 6 and chroma of 4 through 8. It has none to many masses of iron accumulation in shades of brown and
iron depletions in shades of gray. Texture of the Bt horizon is loam, sandy clay loam or clay loam in the
upper part and ranges to include clay below the control section. Volume of pebbles range from 0 to 15
percent.
The Btg, 2Btg, BCg, or 2BCg horizons, where present, have hue of l OYR, value of 5 through 7, and
chroma of 1 or 2. There are none to many masses of iron accumulation in shades of brown and yellow
and iron depletions in shades of gray, are throughout these horizons. Some pedons are mottled in shades
of gray, brown, and yellow. They are loam, sandy clay loam, clay loam, or clay. Volume of pebbles
range from 0 to 5 percent.
The C or 2C horizons, where present, have hue of l OYR, 2.5Y, or 5Y, value of 5 through 7, and chroma
of 3 through 8. They have common to many masses of iron accumulation in shades of red, brown, and
yellow and iron depletions in shades of gray, or they are mottled in the same colors. Texture is variable.
Volume of pebbles ranges from 0 to 35 percent.
--.j The Cg or 2Cg horizon, where present, has hue of l OYR, 2.5Y, or 5Y, value of 5 through 7, and chroma
of 1 or 2. Common to many masses of iron accumulation in shades of red, brown, and yellow, and iron
depletions in shades of gray, may occur throughout the horizon. Texture is variable. Volume of pebbles
range from 0 to 35 percent. A 2Cr horizon is present in some pedons below a depth of 40 inches.
COMPETING SERIES: These are the Adelphia, Blairton, Cana, Brumbaugh(T), Cotaco, DeLanco,
-j Fenwick, Holmdel, Mattapex, Tuscarawas, Wharton, and Woodstown series of the same family.
Adelphia and Holmdel soils contain glauconite. Blairton soils have bedrock at less than 40 inches.
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i cial Series Description - DHI ARD Series
http://www2.$w.nrcs.usda.gov/osd/dat/D/DU-LARD.htn l
Brumbaugh(T), Fenwick, Mattapex, Wharton, and Woodstown soils do not have flakes of mica in the
LQi soil profile; and in addition Fenwick soils have a lithic contact at a depth of 20 to 40 inches. Cana soils
have upper horizons formed from glacial till and contain glacial erratics. Catoca soils have thinner sola
and lack flakes of mica. DeLanco soils have common to many flakes of mica in the Bt horizon and have
stratified BC and C horizons. Tuscarawas soils have more than 10 percent coarse fragments in the upper
�part of the solum.
GEOGRAPHIC SETTING: Dillard soils are on toe slopes and stream terraces in the Blue Ridge
Mountains and mesic areas of the Southern Piedmont. Slopes are mainly 1 to 6 percent, but range from 0
to 10 percent along narrow drainageways. Elevation is 1000 to 3000 feet. Mean annual precipitation
range from 55 to 75 inches. Mean average annual temperature range from 50 to 57 degrees F.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Braddock, Chatuge, Dyke, Toxaway,
Transylvania, and Tusquitee series. Braddock, Dyke, and Tusquitee soils are well drained and occur at
higher elevations. Chatuge soils are poorly drained and Toxaway and Translyvania soils have thick
umbric epipedons.
DRAINAGE AND PERMEABILITY: Dillard soils are moderately well drained. Runoff is slow to
medium and permeability is moderately slow. A water table is at a depth of 2.0 to 3.0 feet in winter and
early spring.
USE AND VEGETATION: Used mainly for corn, small grain, soybeans, vegetables, and pasture.
Loblolly pine, shortleaf pine, Virginia pine, yellow -poplar, northern red oak, and red maple are the
principal native vegetation.
DISTRIBUTION AND EXTENT: Blue Ridge Mountains of Georgia, North Carolina, Tennessee,
Virginia and possibly South Carolina; mesic areas of the Southern Piedmont in North Carolina and
Virginia.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Rabun County, Georgia; 1976.
REMARKS: The distribution and extent of the Dillard series has been broadened due to the recognition
of a mesic soil temperature regime in some areas of the Southern Piedmont. The 2/99 revision updates
classification to 8th Edition of Keys to Soil Taxonomy (1998) and places this soil in a semiactive CEC
activity class based on similar soils.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface of the soil to approximately 8 inches (Ap horizon)
Argillic horizon - the zone from approximately 8 to 55 inches (Btl, Bt2, Bt3, 2Btg, and 2BCg horizons)
Aquic feature - iron depletions of chroma 2 or less are within 24 inches of the upper boundary of the
argillic horizon. The zone from 20 to 62 inches. (Bt2, Bt3, 2Btg, 2BCg, and 2Cg horizons)
Revised 2/99
SIR = GA0061
Lia
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icial Series Description - DEEJ—ARD Series http://www2.ftw.nrcs.usda.gov/osd/dat/D/DU-LARD.hti]
MLRA = 130
National Cooperative Soil Survey
U.S.A.
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ficial Series Description - BREVARD Series http://www2.ftw.nres.usda.gov/osd/dat/BBREVARD.hbTl
f°-
LOCATION BREVARD NC+SC TN VA
Established Series
Rev. AG-DHK-MKC
04/2001
BREVARD SERIES
The Brevard series consists of very deep, well drained soils on gently sloping to steep high stream
terraces, foot slopes, benches, fans and coves of the Southern Appalachian Mountains and mesic areas
of the Southern Piedmont. They formed in colluvium and alluvium weathered from a mixture of
high-grade metamorphic and igneous rocks. Mean annual air temperature ranges from 50 to 57 degrees
F., and mean annual precipitation from 40 to 80 inches. Slope ranges from 2 to 60 percent.
TAXONOMIC CLASS: Fine -loamy, parasesquic, mesic Typic Hapludults
TYPICAL PEDON: Brevard loam --wooded area. (Colors are for moist soil unless otherwise stated.)
Oi--O to 2 inches; leaf litter and partially decayed organic matter.
A--2 to 3 inches; very dark brown (10YR 2/2) loam; moderate fine and medium granular structure; very
friable; many fine and medium roots; few fine flakes of mica; strongly acid; abrupt smooth boundary. (1
to 5 inches thick)
E--3 to 6 inches; brown (7.5YR 4/4) loam; moderate coarse granular structure; very friable; many fine
and medium roots; few fine flakes of mica; strongly acid; clear smooth boundary. (2 to 13 inches thick)
Btl--6 to 15 inches; yellowish red (5YR 4/6) sandy clay loam; weak fine subangular blocky structure;
friable; common fine and medium roots; few fine flakes of mica; few faint clay films on faces of peds;
strongly acid; gradual wavy boundary.
Bt2--15 to 32 inches; red (2.5YR 4/8) sandy clay loam; weak medium subangular blocky structure;
friable; common fine and medium roots; few faint clay films on faces of peds, in cavities and root
channels; common fine flakes of mica; moderately acid; gradual wavy boundary.
Bt3--32 to 50 inches; red (2.5YE, 4/8) sandy clay loam; weak medium subangular blocky structure;
friable; few fine roots; few faint clay films on faces of peds, in cavities and root channels; common fine
flakes of mica; moderately acid; gradual wavy boundary.
Bt4--50 to 78 inches; red (2.5YR 4/8) sandy clay loam; weak coarse subangular blocky structure;
friable; few fine roots; few faint clay films on faces of peds; common fine flakes of mica; moderately
acid; abrupt wavy boundary. (Combined thickness of the Bt horizon is 35 to more than 90 inches.)
2C--78 to 84 inches; yellowish red (5YR 5/6) and gray (N 6/0) coated angular gravel; unconsolidated;
loose.
TYPE LOCATION: Transylvania County, North Carolina; in Pisgah National Forest, 15 miles north of
J Brevard; Pisgah Ranger District, 100 yards northwest of bridge on Headwater Road at Loghollow
Branch.
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C� ficial Series Description - BREVARD Series
Lj t,
http://www2.ftw.nres.usda.gov/osd/dat/B/BREVARD.htiil
RANGE IN CHARACTERISTICS: Solum thickness ranges from 30 to more than 60 inches. Depth to
'IL' j bedrock is greater than 60 inches. Content of rock fragments ranges from 0 to 50 percent by volume in
the A horizon, 0 to 35 percent in the B horizon, and 15 to 60 in the C horizon. Fragments may be gravel,
cobbles, flagstones, stones, or boulders. Stone lines are evident in some pedons at a depth of 40 to 80
` jj inches. Reaction is very strongly acid to moderately acid unless limed. Flakes of mica range from few to
common in the solum.
The A or Ap horizon has hue of 5YR to l OYR, value of 2 to 6, and chroma of 2 to 4. Where the value is
3 or less, it is less than 6 inches thick. Some pedons have A2 or AB horizons that have slightly higher
value and chroma than the Al or Ap horizon. The A horizon is loam, silt loam, fine sandy loam, or sandy
loam in the fine earth fraction.
The E horizon, where present, has hue of 5YR to l OYR, value of 4 to 6, and chroma of 4 to 6. It is sandy
loam, fine sandy loam, silt loam, or loam in the fine earth fraction.
The BE or BA horizon, where present, has hue of 2.5YR to 7.5YR, value of 4 to 6, and chroma of 4 to 8.
It is sandy loam, fine sandy loam, silt loam, sandy clay loam, or loam in the fine earth fraction.
The Bt horizon has hue of l OR to SYR, value of 4 to 6, and chroma of 4 to 8. It is sandy clay loam, clay
loam, silty clay loam, or loam in the fine earth fraction.
The BC horizon, where present, has hue of l OR to 7.5YR, value of 4 to 6, and chroma of 4 to 8, or may
be mottled in these colors. This horizon is typically coarser in texture than the Bt horizon and commonly
contains a higher content of coarse fragments. It is sandy loam, fine sandy loam, sandy clay loam, or
loam in the fine earth fraction.
The C or 2C horizon is variable in color. Texture is also variable and ranges from loamy to clayey in the
fine earth fraction with a high content of rock fragments, or it can be very soft saprolite.
COMPETING SERIES: These are the Cowee, Evard and Stott Knob series in the same family. Cowee,
Evard and Stott Knob soils have a thinner Bt horizon, formed in residuum, and have a C horizon of
saprolite. Additionally, Cowee and Stott Knob soils are moderately deep to soft bedrock. Stott Knob soils
occur in the Southern Piedmont. Walhalla soils were formerly in the same family but have not been
updated to the latest edition of Keys to Soil Taxonomy. Walhalla soils formed in residuum and have a C
horizon of saprolite.
Braddock, Elsinboro, Lonon, Saunook, Statler, Tate, and Thurmont soils are in closely related families.
Braddock soils have mixed mineralogy and more than 35 percent clay. Elsinboro, Tate, and Thurmont
soils have Bt horizons with hue of 7.5YR or l OYR. Lonon soils formed from materials weathered from
low-grade metasedimentary rocks and contain fragments of those rocks. Saunook and Statler soils have
an umbric-like epipedon, 7 to 10 inches thick.
GEOGRAPHIC SETTING: Brevard soils are on high stream terraces, foot slopes, benches, fans, and
coves in the Southern Appalachian Mountains and mesic areas of the Southern Piedmont. Slopes are
commonly between 15 and 35 percent and range between 2 and 60 percent. Elevation ranges from about
900 to 3500 feet. Brevard soils formed in loamy colluvium and alluvium weathered from igneous and
high-grade metamorphic rocks. Mean annual air temperature ranges from 50 to 57 degrees F., and mean
annual precipitation ranges from 40 to 80 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Cowee, Evard and
.- Walhalla series and the related Braddock, Elsinboro, Saunook and Tate series, these are the Ashe,
nfd 10/20/2008 2:00 PN

4 ficial Series Description - BREVARD Series http://www2.ftw.nrcs.usda.gov/osd/dat/B/BREVARD.htnl
jo
Chestnut, Chester, Cleveland, Cullasaja, Clifton, Dillsboro, Edneytown, Edneyville, Fannin, Greenlee,
Hayesville, Ostin, Porters, Potomac, Saluda, Trimont, Tuckasegee, Tusquitee, Unison, and Watauga
series.
Ashe, Chestnut, Chester and Edneytown soils have browner Bt horizons, a thinner argillic horizon, and
are in a mixed family. Ashe, Chestnut and Cowee soils are moderately deep to bedrock. Cleveland soils
are shallow to bedrock. Dillsboro, Clifton, Hayesville, and Unison soils are in a fine family. Cullasaia and
Greenlee soils are in a loamy -skeletal family. Cullasaja, Dillsboro, Porters, Trimont, Tuckasegee, and
Tusquitee soils have dark colored umbric or umbric-like A horizons. Edneyville soils are coarse -loamy
and mixed family. Fannin and Watauga soils have thinner argillic horizons and are in a micaceous family.
Ostin and Potomac soils are in a sandy -skeletal family. Saluda soils are shallow to weathered bedrock.
Braddock, Cullasaja, Saunook, Tate, Tuckasegee, Tusquitee, and Walhalla soils are on colluvial benches,
foot slopes, and fans in coves. Braddock, Dillsboro, Elsinboro, and Unison soils are on terraces. Ostin
and Potomac soils are on flood plains. The rest of the associated soils are on higher ridges and side
slopes.
DRAINAGE AND PERMEABILITY: Well drained. Permeability is moderate in the subsoil and
moderately slow to moderately rapid in the substratum. Runoff class is low on gentle slopes, medium on
strong to moderate slopes, and high on steeper slopes.
USE AND VEGETATION: Most of the soil is in forest. Common tress are scarlet oak, northern red
oak, white oak, eastern hemlock, yellow poplar, red maple, chestnut oak, shortleaf pine, Virginia pine,
and eastern white pine. The understory includes mountain -laurel, rhododendron, blueberry, greenbrier,
flowering dogwood, sourwood, and black locust. Cleared areas are chiefly used for growing pasture and
hay. A smaller acreage is used for growing corn, small grain, truck crops, tobacco, and apples.
DISTRIBUTION AND EXTENT: Southern Appalachians of North Carolina, South Carolina,
Tennessee, and Virginia; mesic areas of the Southern Piedmont in North Carolina and Virginia. This
series is of moderate extent.
MLRA OFFICE RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Transylvania County, North Carolina; 1968.
REMARKS: Soils now placed in Brevard series were formerly included in Braddock, Hayesville,
Tusquitee, and Wickham series. However, Braddock and Hayesville soils have more than 35 percent
clay in the Bt horizon. Tusquitee soils do not have an argillic horizon and average less than 18 percent
clay in the 10 to 40 inch control section. Wickham soils are in a thermic family.
The 2/99 revision places Brevard soils in a parasesquic mineralogy class based on placement of similar
soils such as Evard and Cowee. It was formerly in an oxidic family.
The distribution and extent of the Brevard series has been broadened due to the recognition of a mesic
soil temperature regime in some areas of the Southern Piedmont.
ADDITIONAL DATA: North Carolina State University data, Henderson County, North Carolina.
Horizon Depth Sand Silt Clay Ferric Oxide Gibbsite
Bt 12-45" 46.4% 22.5% 31.1% 2.86% 4.4%
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1 ficial Series Description - BREVARD Series http://www2.ftw.nres.usda.gov/osd/dat/B/BREVARD.html
Diagnostic horizons and features recognized in this pedon are:
I
Ochric epipedon - The zone from the 0 to 6 inches (Oi, A and E horizons).
Argillic horizon - The zone from 6 to 78 inches (Btl, Bt2, Bt3, and Bt4 horizons).
Parasesquic mineralogy class - total iron oxide, by weight (DCB Fe multiplied by 1.43) plus percent, by
'L IM weight, gibbsite of more than 10 in the fine earth fraction.
MLRA: 130 SIR'S: NC0012, NCO262 (Bouldery)
Revised: 10/92-DLN,RJL,AG; 2/99-DHK
National Cooperative Soil Survey
U. S.A.
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