20130460 Ver 1_Stormwater Info_20130612

@McGifl
A S S O C I A T E S
June 7, 2013
Mr. Alan Johnson
Senior Environmental Specialist
NCDENR — Water Quality Section
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Dear Mr. Johnson:
13 '°`+ Loo
PECLE:NED
D1 ,7*jq (-,p tna: ^r -P QUALITY
JUN 10 2013
f' GORE- EV'LLE REGIONAL OFFICE
[2@199WER
JUN 13, 2013
RE: Pre - Construction Notification
Justice Center Parking Deck
Catawba County, North Carolina
The plans for the above referenced project have been revised in response to the meeting we
had on -site on May 30, 2013. Specifically, bio- retention cells have been added to treat
stormwater runoff generated by the proposed parking deck. In addition, the stormwater outfalls
have been revised so that they do not discharge directly into the stream. You previously
requested by e-mail a copy of the USGS map and Location Map; these were provided to you at
the meeting referenced above.
I am enclosing the following items for review and approval for the subject project.
➢ Two (2) (30" x 42 ") Copies of the Plan Sheets (Sheets C100, C101, C102, C103,
C104, C501, C502, C503)
➢ Three (3) (11" x 17 ") Copies of the Plan Sheets (Sheets C100, C101, C102, C103,
C104, C501, C502, C503)
➢ Two (2) Copies of the Erosion Control and Stormwater Report
If you have any comments or questions regarding this submission, please do not hesitate to
call me at (828) 328 -2024.
Sincerely,
McGILL ASSOCIAT S, P
DAVID RICHMOND, PE
Senior Project Manager
DER:grh
cc: Mr. Rodney Miller, Catawba County
File
B20g M CC'S \1f 0k,40(L' C�kT}1)A"AgCOL%TY - Pstile Ptpfr Ifariiniff2 fesign • Phase \(Formipopperae\IfV(�,,TrLnsmittal
Letter 201 #07TIPscsociares, P A - P O Bor 1136, Hickory, NC 28603 - 1240 19th S1 Lane NW, Hickorv, NC 28601
Office 828-328-2024 - Far 828-328-3870

_a_'•V�D
QUALITY
JUN 10 2013
frOORE 'V,LL'' R-E GIONAL OFFICE
I3-o4tao
EROSION CONTROL & STORMWATER REPORT
JUSTICE CENTER PARKING DECK
CATAWBA COUNTY
DAVE RICHMOND, PE
MCIill
ASSOCIATES
Engineering • Planning • Finance
Post Office Box 1136
Hickory, North Carolina 28603
Firm License No.: C -0459
DECEMBER 20, 2012
REVISED JUNE 312013
12.01400
CAR °� //
\. p• �ESSI . �y
.4 SEAL r:
033635
U -u - i3
�@ REae�u
JUN d 2 2013 i

Justice Center Parking Deck
TABLE OF CONTENTS
June 2013
CONTENTS SECTION NUMBER
SITENARRATIVE ................................................................... ..............................1
PLANNED EROSION CONTROL PRACTICES ...................... ..............................2
MAINTENANCEPLAN ............................................................ ..............................3
CONSTRUCTION SEQUENCE FOR EROSION & SEDIMENT CONTROL ......... 4
TEMPORARY SKIMMER SEDIMENT BASIN CALCULATIONS ..........................5
STORM DRAINAGE CALCULATIONS ................................... ..............................6
STORM SEWER COMPUTATIONS
BIO- RETENTION SUPPLEMENT FORM
BIO- RETENTION SIZING
BIO- RETENTION UNDERDRAIN SIZING
APPENDIX.............................................................................. ..............................7
USDA WEB SOIL SURVEY
NOAA - PRECIPITATION FREQUENCY ESTIMATES
PROPOSED CONDITIONS DRAINAGE AREA MAP
McGill Associates, P.A.

Justice Center Parking Deck
SECTION 1
SITE NARRATIVE
JUSTICE CENTER PARKING DECK
CATAWBA COUNTY
McGill Associates, P.A.
June 2013

Justice Center Parking Deck
Erosion Control Report
PROJECT #12.01400
June 2013
JUSTICE CENTER PARKING DECK
NARRATIVE
PROJECT DESCRIPTION
This project involves the construction of a two -level parking deck, with surface parking
attached to Level 2, to serve the Catawba County Justice Center. This parking deck is required
due to planned improvements to the Justice Center in the near future. The future
improvements to the Catawba County Justice Center will be permitted separately. The Justice
Center Parking Deck is on property owned by Catawba County. Temporary skimmer basins will
be built at locations throughout the site where earthwork is proposed so as to capture
sediment laden runoff during the construction phase. Erosion control measures have been
designed for the 10 year storm. The storm drainage system has been designed for the 10 year
storm. Approximately 2.5 total acres will be disturbed. The proposed project site is located at
100 Southwest Boulevard in the City of Newton, Catawba County, North Carolina.
SITE DESCRIPTION
The site is predominantly wooded. The site is located within the Catawba River Basin. There
are no delineated streams or wetlands located within the project site. The site is located
within drainage basin of Hildebran Creek.
STORMWATER MANAGEMENT
Stormwater runoff will be treated by two separate bio- retention cells. These cells have been
sized to treat the runoff generated from the first inch of rain, in accordance with NC DWQ
standards. An existing outfall will be relocated to allow existing drainage to bypass the project
site.
ADJACENT PROPERTY
Adjacent land is developed with residential, commercial and institutional land uses.
SOILS
The predominant soil is described as Clifford sandy loam, which is a well drained loam, with 6% to
15% slopes. The soil has a Unified Soil Classification of SM. The soil factor, K, is slope dependant
and ranges from 0.17 to 0.24. The soil is in the Hydrology Groups A & B (slope dependent).

Justice Center Parking Deck
SECTION 2
PLANNED EROSION CONTROL PRACTICES
JUSTICE CENTER PARKING DECK
CATAWBA COUNTY
McGill Associates, P.A.
June 2013

Justice Center Parking Deck
Erosion Control Report
PROJECT #12.01400
June 2013
PLANNED EROSION CONTROL PRACTICES
1. TEMPORARY SKIMMER BASINS
Temporary skimmer basins will be installed at the strategic locations throughout the
project and will be used to capture runoff from areas where earthwork will occur. The
basins will have a skimmer installed for stormwater drawdown. Runoff water, from
areas of the site where earthwork will occur, will be directed to the sediment basins
before leaving the site.
2. TEMPORARY CONSTRUCTION ENTRANCE
A gravel construction entrance will be installed at the main entrance to the facility as
well as at the entrance to the eastern portion of the site.
3. TEMPORARY DIVERSION
Temporary diversions will be constructed to divert flow and sediment to the temporary
sediment basin.
4. LAND GRADING
Heavy grading will be required on approximately 2.5 acres. The structure will be
constructed on a combination of cut and fill areas. The cut and fill will be balanced on
site. Waste material will be disposed of on -site.
All cut slopes will be 2:1 or flatter to avoid instability. Cut slopes will be fine graded
immediately after rough grading; the surface will be lightly roughened and vegetated
according to the seeding specifications.
Fill slopes will be generally be a maximum of 2:1 with fill depths as much as 2 to 6 ft. Fill
will be placed in layers not to exceed 8 inches in depth and compacted. The top 4" to 6"
of the 2:1 fill slopes will be left in a loose condition and groomed on the contour before
seeding. Filling will be done as a continuous operation until final grade is reached.

Justice Center Parking Deck
Erosion Control Report
PROJECT #12.01400
June 2013
Berms with temporary diversions will be maintained on a daily basis, at the top of the fill
slopes.
S. SEDIMENT FENCE
Sediment fence will be constructed as shown and as needed on the project. Additional
sediment fence will be placed as directed by the engineer.
6. INLET PROTECTION
Rock donut inlet protection will be provided at storm drainage boxes and pipe inlets.
7. SURFACE STABILIZATION
Surface stabilization will be accomplished with vegetation and mulch as specified in the
seeding specifications. Base courses for roadways and parking areas shall be installed as
soon as finished grading is reached.
S. RIP -RAP CHECK DAM
Small rip -rap check dams will be constructed in swales and at pipe inlets at various
points on the project. Straw logs may be used in lieu of rip -rap check dams. The check
dams shall be maintained during the construction period.
9. GRASSED LINED SWALES
Grass lined swales with temporary erosion control liners will be constructed at permanent
swale locations on the project. The swales will outlet to drainage pipes or skimmer
sediment traps.
10. RIP -RAP DISSIPATORS
Rip -rap dissipators will be installed at all pipe and swale outlets. The dissipators will reduce
the velocity of storm water discharges and prevent scour.

Justice Center Parking Deck
SECTION 3
MAINTENANCE PLAN
JUSTICE CENTER PARKING DECK
CATAWBA COUNTY
McGill Associates, P.A.
June 2013

Justice Center Parking Deck
Erosion Control Report
PROJECT #12.01400
June 2013
MAINTENANCE PLAN
1. All erosion and sediment control practices shall be checked for stability and operation
following every runoff - producing rainfall but in no case not less than once every week.
Any needed repairs shall be made immediately to maintain all practices as designed.
2. Sediment shall be removed from the temporary sediment traps when storage capacity
has been approximately 50% filled. Gravel shall be cleaned or replaced when the
temporary sediment trap no longer drains properly.
3. Sediment shall be removed from behind the silt fence when it becomes about 0.5 feet
deep at the silt fence. The silt fence shall be repaired as necessary to maintain a barrier.
4. All seeded areas shall be fertilized, reseeded as necessary and mulched according to
specifications in the Seeding Specification to maintain a vigorous and dense vegetative
cover.
5. The Contractor shall maintain self- inspection reports as required by NC DENR and the
NPDES construction stormwater permit. Self- inspections are to be conducted after each
phase of the project for the record of the installation and maintenance of the erosion
control measures.

Justice Center Parking Deck
June 2013
CONSTRUCTION SEQUENCE FOR EROSION & SEDIMENT
CONTROL
JUSTICE CENTER PARKING DECK
CATAWBA COUNTY
McGill Associates, P.A.

Justice Center Parking Deck
Erosion Control Report
PROJECT #12.01400
June 2013
CONSTRUCTION SEQUENCE for EROSION CONTROL MEASURES
1. Obtain erosion control permit and post on site.
2. Flag work limits before construction activity begins.
3. The Contractor shall be responsible for keeping all records required by NCDENR for the
installation and maintenance of the site erosion control.
4. Construct temporary construction entrance off of Catawba County Service Center Drive.
The site shall be entered and exited at this location only.
5. Install silt fence as shown on plans for the entire site, clearing only what is necessary to
install the silt fence.
6. Install all temporary sediment basins with skimmers: Slope grade toward basins.
7. Construct temporary diversion ditches with wattles and berms to direct run -off to the
sediment basins.
8. After the erosion control measures are in place, complete clearing and grubbing.
9. Begin mass grading operations, adjusting temporary diversion ditches daily as cut/fill
operations progress.
10. Begin parking deck construction.
11. As work progresses, the Engineer may give direction for additional EC measures.
12. Seed/grass and install erosion control matting (as shown on plans) for stabilization on
all cut and fill slopes once finished grade is reached or within 7 calendar days after final
grade is achieved.
13. Groundcover that is sufficient to restrain erosion must be placed on all exposed slopes
greater than 3:1 and all perimeter areas (including dikes, swales, ditches and slopes)
within seven (7) days of completion of any phase of grading; place permanent
groundcover for all other disturbed areas within fourteen (14) working days of finished
grade.
14. Erosion control measures shall be maintained during the entire length of the project and
until site is stabilized.
15. Upon full site stabilization, the contractor shall notify the Engineer and the County for
the inspection and coordination of the removal of temporary erosion control measures.
No measure shall be removed without prior approval.
16. Estimated time to stabilize the site is nine (9) months.

Justice Center Parking Deck
SECTION 5
June 2013
TEMPORARY SKIMMER SEDIMENT BASIN CALCULATIONS
JUSTICE CENTER PARKING DECK
CATAWBA COUNTY
McGill Associates, P.A.

Selection of Sediment Control Measure
Total Drainage Area � User entry
Okay Temporary Sediment Trap Calculated Value
Okay Rock Dam,
Okay Skimmer Sediment Basin
Okay Temporary Sediment Basin
Disturbed Area (Acres)
Peak Flow from 10 -year Storm (cfs)
Peak Flow
7.06 inches/ hour (North Carolina Erosion Control Manual)
Land Use
C
Disturbed
0.6
Undisturbed
0.3
GRH 12/7/2012
Multi units, attached
TGH and BRB/11/25/2008
modified by GRH 9/7/2011

Skimmer Sediment Basin #1
Okay
Disturbed Area (Acres)
Peak Flow from 10 -year Storm (cfs)
1548.00 Required Volume ft3
1183.96 Required Surface Area ft2
24.33 Suggested Width ft
48.66 Suggested Length ft
25. Trial Top Width at Spillway Invert ft
50.0 Trial Top Length at Spillway Invert ft
.0 Trial Side Slope Ratio Z:1
0 Trial Depth ft (2 to 13 feet above grade)
30.21 Bottom Width ft
90.00 Bottom Length ft
2719.00 Bottom Area ft2
5849.28 Actual Volume ft3 Okay
1250.00 Actual Surface Area ft2 Okay
Use Spillway Capacity Sheet to Size Primary and Emergency Spillways
Skimmer Size (inches) Ammer ¢e`
0.21 Head on Skimmer (feet) (inches)
Orifice Size (1/4 inch increments) 1.5
3.55 Dewatering Time (days) 2
Suggest about 3 days 2.5
3
4
5
6
F:\2012 PROJECTS \12.01400 CATAWBA COUNTY - Justice Center Parking \02_Design
Phase \DesignCalcs \12.01400 - Skimmer Sediment Basin #1.xlsx

Selection of Sediment Control Measure
Total Drainage Area User entry
Okay Temporary Sediment Trap Calculated Value
Okay Rock Dam,
Okay Skimmer Sediment Basin
Okay Temporary Sediment Basin
Disturbed Area (Acres)
Peak Flow from 10 -year Storm (cfs)
Peak Flow
7.06 inches/ hour (North Carolina Erosion Control Manual)
Land Use
C
Disturbed
0.6
Undisturbed
1 0.3
GRH 6/3/2013
Multi units, attached

Skimmer Sediment Basin #2
Okay
Disturbed Area (Acres)
Peak Flow from 10 -year Storm (cfs)
2614.46 Required Volume ft3
1999.63 Required Surface Area ft2
31.62 Suggested Width ft
63.24 Suggested Length ft
30.37 Trial Top Width at Spillway Invert ft
110.00: Trial Top Length at Spillway Invert ft
2 Trial Side Slope Ratio Z:1
Trial Depth ft (2 to 13 feet above grade)
18.37 Bottom Width ft
98.00 Bottom Length ft
1800.53 Bottom Area ft2
7640.29 Actual Volume ft3 Okay
3341.00 Actual Surface Area ft2 Okay
Use Spillway Capacity Sheet to Size Primary and Emergency Spillways
Skimmer Size (inches) ip
0.208 Head on Skimmer (feet) Orifice Size (1/4 inch increments)
3.22 Dewatering Time (days) Suggest about 3 days
F:\2012 PROJECTS \12.01400 CATAWBA COUNTY - Justice Center Parking \02_Design
Phase \DesignCalcs \12.01400 - Skimmer Sediment Basin #2.xlsx

Justice Center Parking Deck
SECTION 6
STORM DRAINAGE CALCULATIONS
JUSTICE CENTER PARKING DECK
CATAWBA COUNTY
McGill Associates, P.A.
June 2013

Catawba County Justice Center Parking Deck
Newton, Catawba County, North Carolina
McGill Associates, P.A.
June 3, 2013 IGRH
STORM SEWER COMPUTATIONS
Runoff and Pipe Capacity Runoff: Q =CiA
Pipe Ca acit : Q= 1.486/n "R ^2/3'S ^0.5 "A
Pipe
Number
Pipe
Size
IN
Approx.
Pipe
Length
FT
Pipe
Mat'!
Manning's
"n"
Factor
Approx.
Pipe
Slope
%
Invert
In
Invert
Out
Storm
Frequency Used
In Design
Years
Incremental
Drainage Area
to Pipe
ACRES
Incremental
Runoff
C- Factor
C
Incremental
CA
Total
Cumulative
C'A
Tc
Min
Rainfall
Intensity For
Design Freq.
I r
Incremental'
Runoff
to Pipe
S
Total
Runoff
to Pipe
Pipe
Capacity
CF
Full Flow
Velocity
FI/Sec
1
12
90
PVC
0.010
2.22
906.00
904.00
10
1.01
0.95
0.96
0.96
5
6.91
6.63
6.63
6.90
8.8
2
12
40
PVC
0.010
2.50
902.00
901.00
10
1.01
0.95
0.96
0.96
5
6.91
6.63
6.63
7.32
9.3
3
12
120
PVC
0.010
0.50
917.00
916.40
10
0.33
0.95
0.31
0.31
5
6.91
2.16
2.16
3.27
4.2
4
12
52
PVC
0.010
23.08
928.00
916.00
10
0.44
0.95
0.42
0.73
5
6.91
2.87
5.03
22.24
28.3
5
12
48
PVC
0.010
16.67
913_00
905.00
10
0.00
0.95
0.00
0.73
5
6.91
0.00
5.03
18.90
24.1
Existing
15
52
CMP
0.024
1.92
933.9D
932.90
10
3.27
0.75
2.45
2.45
5
6.91
16.95
16.95
4.85
4.0
6
24
260
RCP
0.013
0.69
932.90
931.10
10
3.27
0.75
2.45
2.45
5
6.91
16.95
16.95
18.82
6.0
7
24
42
RCP
0.013
2.38
933.90
932.90
10
3.27
0.75
2.45
2.45
5
6.91
16.95
16.95
34.90
11.1
8
18
38
RCP
0.013
11.84
908.OD
903.50
10
1.60
0.78
1.24
1.24
5
6.91
8.60
8.60
36.14
20.4
9
18
29
RCP
0.013
0.69
903.50
903.30
10
0.00
0.00
0.00
1.24
5
6.91
0.00
8.60
8.72
4.9
Pie 10
48
62
RCP
0.013
5.65
891.50
888.00
25
12.10
0.55
6.66
6.66
15
7.84
52.18
52.18
341.29
27.2
Pipe 11
48
80
75P
0.013
3.13
888.00
885.50
25
0.21
0.30
0.06
17.97
15
7.84
0.50
140.87
253.93
20.2
Land Use
C
Woods
0.15
Lawns
0.30
Impervious Imperviousl
0.951
1
FA2012 PROJECTS \12.01400 CATAWBA COUNTY - Justice Center Parking \02_0esign Phase0esignCeics \12.01400 -Storm Sewer Pipe ChartAsz 1 of 1

Permit Number
(to be provided by DWr)
of WAr
AWWA
Am
WDENR p
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Nems Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Catawba County Justice Center Parking Deck
Contact name David Richmond, PE
Phone number (828) 328 -2024
Date May 31, 2013
Drainage area number Bio{etention Cell #1
II. DESIGN INFORMATION
Site Charactedslics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
37,415 f?
33,842 fe
90.5% %
1.0 inch
Is prelpost control of the 1 -yr, 24-hr peak flow required? Y (Y or N)
1 -yr, 24 -hr runoff depth 2.9 in
1 -yr, 24-hr intensity 0.121 inthr
Pre-development 1 -yr, 24 -hr peak flow 0.031 ft3 /sec
Post -development 1 -yr, 24 -hr peak flow 0.092 fe/sec
Pre/Post 1 -yr, 24-hr peak control 0.061 $3 /sec
Storage Volume: Non -SA Waters
Minimum volume required
2,685.0 ft3
Volume provided
2,719.0 ft3
OK
Storage Volume: SA Waters
1.5' runoff volume
ft3
Pre - development 1 -yr, 24-hr runoff
ft3
Post - development 1 -yr, 24-hr runoff
1:13
Minimum volume required
0 1:13
Volume provided
ft3
Cell Dimensions
Ponding depth of water
12 inches
OK
Ponding depth of water
1.00 ft
Surface area of the top of the bioretention cell
2,719.0 fe
OK
Length:
90 ft
OK
Width:
30 ft
OK
-or- Radius
ft
Media and Soils Summary
Drawdown time, ponied volume
6 hr
OK
Drawdown time, to 24 inches below surface
12 hr
OK
Drawdown time, total:
18 hr
In -situ soil.•
Soil permeability
0.57 in/hr
OK
Planting media soil.•
Soil permeability
2.00 inthr
OK
Soil composition
% Sand (by volume)
85%
OK
% Fines (by volume)
12%
OK
Form SW401- Bloretention -Rev.8
June 25, 2010 Parts I and 11 Design Summary, Page 1 of 3

Permit Number.
(to be provided by DWO)
% Organic (by volume) 3% OK
Total: 100%
Phosphorus Index (P- Index) of media 20 (unitless) OK
Form SW401- Bloretention -Rev.8
June 25, 2010 Parts I and II. Design Summary, Page 2 of 3

Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer 'Y° to only one of the two following
questions):
Is this a grassed cell?
Is this a cell with treestshrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Intemal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated fitter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP localed at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in the
future?
Are the slopes draining to the bioretention cell greater than 20 %?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an °X' in the shaded cell)
Gravel and grass
(81inches gravel followed by 3 -5 ft of grass)
Grassed Swale
Forebay
Other
Permit Number.
(to be provided by DWG)
917.00 fmsl
Y (Y or N) OK
N (Y or N)
916 fmsl
0 inches Insufficient mulch depth, unless installing grassed cell.
914 fmsl
2 i
Oft
Y (Y or N)
3 OK
2 OK
1ft
913 fmsl
fmsl
913 ft OK
n (Y or N)
fmsl
916 ft
i
Y (Y or N) OK
Y (Y or N) OK
51 ft
N (Y or N) Show how flow is evenly distributed.
Y (Y or N) OK
Y (Y or N) OK
(Y or N)
Y (Y or N) OK
ft/sec
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
X
OK
Forth SW401- Bioretention -Rev.8
June 25, 2010 Parts I and II. Design Summary, Page 3 of 3

Permit Number.
(to be provided by DWO)
of wAT;?
.V *A o <
WDEHR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submiHed.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
Catawba County Justice Center Parking Deck
Contact name
David Richmond, PE
Phone number
(828) 328 -2024
Date
May 31, 2013
Drainage area number
Bio-retention Cell #2
II. DESIGN INFORMATION
0.037 ft3 /sec
Site Characteristics
Post - development 1 -yr, 24 -hr peak flow
Drainage area
43,884 fe
Impervious area
41,465 fe
Percent impervious
94.5% %
Design rainfall depth
1.0 inch
Peak Flow Calculations
Is pre/post control of the 1 -yr, 24 -hr peak flow required?
Y (Y or N)
1 -yr, 24 -hr runoff depth
2.9 in
1 -yr, 24-hr intensity
0.121 in/hr
Pre-development 1 -yr, 24-hr peak flow
0.037 ft3 /sec
Post - development 1 -yr, 24 -hr peak flow
0.111 ft3 /sec
Pre/Post 1 -yr, 24-hr peak control
0.074 ft3 /sec
Storage Volume: Non -SA Waters
Minimum volume required
3,286.0 ft3
Volume provided
3,340.0 ft3
OK
Storage Volume: SA Waters
1.5° runoff volume
ft3
Pre-development 1 -yr, 24-hr runoff
ft3
Post - development 1 -yr, 24-hr runoff
ft3
Minimum volume required
0 ft3
Volume provided
ft3
Cell Dimensions
Ponding depth of water
12 inches
OK
Ponding depth of water
1.00 ft
Surface area of the top of the bioretention cell
3,340.0 f?
OK
Length:
114 ft
OK
Width:
29 ft
OK
-or- Radius
it
Media and Soils Summary
Drawdown time, ponded volume
6 hr
OK
Drawdown time, to 24 inches below surface
12 hr
OK
Drawdown time, total:
18 hr
In -situ soil.•
Soil permeability
0.57 inthr
OK
Planting media soil.•
Soil permeability
2 00 inthr
OK
Soil composition
% Sand (by volume)
85%
OK
% Fines (by volume)
12%
OK
Form SW401- Bioretention -Rev 8
June 25, 2010
Parts I and 11 Design Summary, Page 1 of 3

Permit Number.
(fo be provided by DWI)
% Organic (by volume) 3% OK
Total: 100%
Phosphorus Index (P- Index) of media 20 (unitless) OK
Form SW401- Bioretention -Rev.8
June 25, 2010 Parts I and II. Design Summary, Page 2 of 3

Basin Elevations
Temporary pool elevation
905.00 fmsl
Type of bioretention cell (answer 'r to only one of the two following
questions):
Is this a grassed cell?
Y
(Y or N)
Is this a cell with trees/shrubs?
N
(Y or N)
Planting elevation (top of the mulch or grass sod layer)
904 fmsl
Depth of mulch
0 inches
Bottom of the planting media soil
902 fmsl
Planting media depth
2 It
Depth of washed sand below planting media soil
0 it
Are underdrains being installed?
Y
(Y or N)
How many clean out pipes are being installed?
4
What factor of safety is used for sizing the underdrains? (See
2
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
1 It
the bottom of the cell to account for underdrains
Bottom of the cell required
901 fmsl
SHWT elevation
fmsl
Distance from bottom to SHWT
901 it
Internal Water Storage Zone (IWS)
Does the design include IWS
n
(Y or N)
Elevation of the top of the upturned elbow
fmsl
Separation of IWS and Surface
904 it
Planting Plan
Number of tree species
0
Number of shrub species
Number of herbaceous groundcover species
Additional Infonnatlon
Does volume in excess of the design volume bypass the
Y
(Y or N)
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
Y
(Y or N)
through a vegetated filter?
What is the length of the vegetated filteR
30 it
Permit Number
(to be provfdad by DWQ)
OK
Insufficient mulch depth, unless installing grassed cell.
N2
OK
OK
[$][i
WN
Does the design use a level spreader to evenly distribute flow? N (Y or N) Show how flow is evenly distributed.
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Y (Y or N) OK
Y (Y or N) OK
(Y or N)
Y (Y or N) OK
Inlet velocity (from treatment system) f /sec
Is the area surrounding the cell likely to undergo development in the N (Y or N) OK
future?
Are the slopes draining to the bioretention cell greater than 20 0/6?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X° in the shaded cell)
Gravel and grass
(81inches gravel followed by 3-5 it of grass)
Grassed swale
Forebay
Other
� MI IKQ
Y (Y or N) OK
X
OK
Form SW401- Bioreterdion -Rev 8
June 25, 2010 Parts I and II. Design Summary, Page 3 or 3

CATAWBA COUNTY JUSTICE CENTER PARKING DECK
Stormwater Runoff Volume Calculation
Reference: NCDENRStormwater BMP Manual
545
75307
Drainage Area (sf)
374151 Eastern
43884 Westem
81299 Total
FA2012 PROJECTM=400 CATAWBA COUNTY- Justice Curter Partln;W-Daign PhM\0e&lVCala\12A1400- Runoff VoWme. = 1011
Chapter 3.3 Runoff Volume
Simple Method (Cell #1)
Rv =
0.05+0.9•la =
0.86 Runoff coefficient [(storm runoff (m)/ storm rainfall(in)] unitless
la=
0.9
Impervious Fraction [impervious portion of drainage area (ac)/ drainage area (ac)], unitless
V=
3630 • Rd • Rv • A
Volume of Runoff that must be controlled for the design storm (cf)
Rd=
1
Design storm rainfall depth (in)
A =
0.86
Watershed area (acres)
V =
2685
Simple Method (Cell tf2)
Rv =
0 05+0.9f1a =
0.896 Runoff coefficient [(storm runoff (in)/ storm rainfall(in)] unitless
la=
0.94
Impervious Fraction [impervious portion of drainage area (ac)/ drainage area (ac)], unitless
V=
3630 • Rd • Rv • A
Volume of Runoff that must be controlled for the design storm (cf)
Rd=
1
Design storm rainfall depth (in)
A =
1.01
Watershed area (acres)
V =
3286
545
75307
Drainage Area (sf)
374151 Eastern
43884 Westem
81299 Total
FA2012 PROJECTM=400 CATAWBA COUNTY- Justice Curter Partln;W-Daign PhM\0e&lVCala\12A1400- Runoff VoWme. = 1011

Justice Center Parking Deck - Bioretention Cell 1
Infiltration Rate of Media (1 -6 inches per hour required, 1 -2
inches per hour preferred) 2 inches per hour
q = K * dH /L 2 = K = hydraulic conductivity of media (inch per hour)
3 = dH = change in head (height of water) (ft)
q = 2 inch per hour per unit area 2 = L = thickness of soil layer (ft)
Q = q * A/12 inches per foot/3600 seconds Q = flow rate (cfs)
2685 =A= surface area
Q = 0.124306
N * D = 16 * (Q * n / (s ^0.5)) ^(3/8) N = number of pipes
D = diameter of pipes (inches)
N * D = 3.879054 0.124306 = Q = flow rate (cfs)
0.013 = n = manning coefficient (0.014 for 4-6 inch single wall corrugated pipe)
D = 6 inches 0.005 = s = slope of pipe (assume 0.5 %)
N = 0.646509 minimum
reference: http: / /www.bae. ncsu. edu/ stormwater/ PublicationFiles /DesigninpRainGardens2001 pdf
F:\2012 PROJECTS \12.01400 CATAWBA COUNTY - Justice Center Parking \02_Design Phase \DesignCalcs\12.01400 - Underdrain Sizing.xlsx

Justice Center Parking Deck - Bioretention Cell 2
Infiltration Rate of Media (1-6 inches per hour required, 1-2
Inches per hour preferred) 2 inches per hour
q = K • dH /L 2 =K= hydraulic conductivity of media (inch per hour)
3 = dH = change in head (height of water) (ft)
q = 2 inch per hour per unit area 2=L= thickness of sod layer (ft)
Q =q' A/12 inches per foot/3600 seconds Q= flow rate (cfs)
3300 =A= surface area
Q = 0.152778
N • D =16 • (Q • n / (s110.5)) ^(3/8) N =
D=
N ' D = 4.190969 0.152778 = Q =
0.013 = n =
D = 6 Inches 0.005 = s =
N = 0.698495 minimum
number of pipes
diameter of pipes (inches)
flow rate (cfs)
manning coefficient (0.014 for 4-6 inch single wall corrugated pipe)
slope of pipe (assume 0.5 %)
reference: htto- / /www bae nau edu/ stormwater/ PublicationFiles tDesianingRainGardens2001 Dd
F.\2012 PROJECrS\12.01400 C0%TAW8A COUNTY- Justke Center Par1dng \02_Design Phase\Des19nC8ks \12.01400 - Underdraln Sizfrgpd rt

Justice Center Parking Deck
SECTION 7
APPENDIX
JUSTICE CENTER PARKING DECK
CATAWBA COUNTY
McGill Associates, P.A.
June 2013

USDA
United States
Department of
Agriculture
o
FRCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Catawba County,
North Carolina
Catawba Justice Center Parking
Deck
F� •
r, J
t
t�
II r r.
I v
June 3, 2013

Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers. Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surveys to help them understand, protect, or enhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions. The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses. The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some cases.
Examples include soil quality assessments (http: / /soils.usda.gov /sqi) and certain
conservation and engineering applications. For more detailed information, contact
your local USDA Service Center (http: // offices .sc.egov.usda.gov /locator /app?
agency =nres) or your NRCS State Soil Scientist (http: / /soils.usda.gov /contact/
state_officeso.
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic
tank absorption fields. A high water table makes a soil poody suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service (NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil
Data Mart is the data storage site for the official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation, genetic information, political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bates apply to all programs.) Persons with disabilities who require alternative means
2

for communication of program information (Braille, large print, audiotape, etc.) should
contact USDA's TARGET Center at (202) 720 -2600 (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250 -9410 or call (800) 795 -3272
(voice) or (202) 720 -6382 (TDD). USDA is an equal opportunity provider and
employer.

Contents
Preface..................................................................................... ............................... 2
HowSoil Surveys Are Made .................................................... ..............................5
SoilMap .................................................................................... ..............................7
SoilMap .................................................................................. ..............................8
Legend.................................................................................... ..............................9
MapUnit Legend ................................................................... .............................10
MapUnit Descriptions ........................................................... .............................10
Catawba County, North Carolina ....................................... .............................12
CfC— Clifford sandy loam, 6 to 10 percent slopes ......... .............................12
CfD— Clifford sandy loam, 10 to 15 percent slopes ....... .............................13
TmC— Tomlin loam, 6 to 10 percent slopes ................... .............................14
Soil Information for All Uses .................................................. .............................16
Soil Properties and Qualities ................................................. .............................16
Soil Erosion Factors ........................................................... .............................16
K Factor, Whole Soil (Catawba Justice Center Parking Deck) ....................16
Soil Physical Properties ..................................................... .............................19
Saturated Hydraulic Conductivity (Ksat), Standard Classes (Catawba
Justice Center Parking Deck) .................................. .............................19
Soil Qualities and Features ................................................ .............................23
Hydrologic Soil Group (Catawba Justice Center Parking Deck) .................23
Unified Soil Classification (Surface) (Catawba Justice Center Parking
Deck) ........................................................................ .............................27
References............................................................................... .............................31
4

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas
in a specific area. They include a description of the soils and miscellaneous areas and
their location on the landscape and tables that show soil properties and limitations
affecting various uses. Soil scientists observed the steepness, length, and shape of
the slopes; the general pattern of drainage; the kinds of crops and native plants; and
the kinds of bedrock. They observed and described many soil profiles. A soil profile is
the sequence of natural layers, or horizons, in a soil. The profile extends from the
surface down into the unconsolidated material in which the soil formed or from the
surface down to bedrock. The unconsolidated material is devoid of roots and other
living organisms and has not been changed by other biological activity.
Currently, soils are mapped according to the boundaries of major land resource areas
(MLRAs). MLRAs are geographically associated land resource units that share
common characteristics related to physiography, geology, climate, water resources,
soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically
consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattem that is
related to the geology, landforms, relief, climate, and natural vegetation of the area.
Each kind of soil and miscellaneous area is associated with a particular kind of
landform or with a segment of the landform. By observing the soils and miscellaneous
areas in the survey area and relating their position to specific segments of the
landform, a soil scientist develops a concept, or model, of howthey were formed. Thus,
during mapping, this model enables the soil scientist to predict with a considerable
degree of accuracy the kind of soil or miscellaneous area at a specific location on the
landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented by
an understanding of the soil- vegetation - landscape relationship, are sufficient to verify
predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them to
identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character of
soil properties and the arrangement of horizons within the profile. After the soil
scientists classified and named the soils in the survey area, they compared the
5

Custom Soil Resource Report
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that have
similar use and management requirements. Each map unit is defined by a unique
combination of soil components and /or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components of
the map unit. The presence of minor components in a map unit in no way diminishes
the usefulness or accuracy of the data. The delineation of such landforms and
landform segments on the map provides sufficient information for the development of
resource plans. If intensive use of small areas is planned, onsite investigation is
needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape, and
experience of the soil scientist. Observations are made to test and refine the soil -
landscape model and predictions and to verify the classification of the soils at specific
locations. Once the soil - landscape model is refined, a significantly smaller number of
measurements of individual soil properties are made and recorded. These
measurements may include field measurements, such as those for color, depth to
bedrock, and texture, and laboratory measurements, such as those for content of
sand, silt, clay, salt, and other components. Properties of each soil typically vary from
one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists interpret
the data from these analyses and tests as well as the field- observed characteristics
and the soil properties to determine the expected behavior of the soils under different
uses. Interpretations for all of the soils are field tested through observation of the soils
in different uses and under different levels of management. Some interpretations are
modified to fit local conditions, and some new interpretations are developed to meet
local needs. Data are assembled from other sources, such as research information,
production records, and field experience of specialists. For example, data on crop
yields under defined levels of management are assembled from farm records and from
field or plot experiments on the same kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on such
variables as climate and biological activity. Soil conditions are predictable over long
periods of time, but they are not predictable from year to year. For example, soil
scientists can predict with a fairly high degree of accuracy that a given soil will have
a high water table within certain depths in most years, but they cannot predict that a
high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
identified each as a speck map unit. Aerial photographs show trees, buildings, fields,
roads, and rivers, all of which help in locating boundaries accurately.
C.

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
7

� m
35° 39' 41"
35" 39' 32"
Custom Soil Resource Report
Soil Map
Map Scale: 1:1,300rf printed on A size (8.6'x 11 ") sheet. Q
in io
(y Meters
A 0 10 20 40 60 m
N Feet
0 45 90 180 270
35° 39'41"
35° 39' 32"

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Units
Special
Point Features
v
Blowout
®
Borrow Pit
�(
Clay Spot
Closed Depression
F
Gravel Pit
„
Gravelly Spot
Landfill
rho
Lava Flow
Marsh or swamp
Mine or Quarry
Qo
Miscellaneous Water
(D
Perennial Water
N/
Rock Outcrop
-t-
Saline Spot
Sandy Spot
Severely Eroded Spot
0
Sinkhole
J)
Slide or Slip
,d
Sodic Spot
Spoil Area
(
Stony Spot
Custom Soil Resource Report
LZ Very Stony Spot
Wet Spot
A Other
Special Line Features
Gully
Short Steep Slope
.. Other
Political Features
Cities
Water Features
Streams and Canals
Transportation
� Rails
.a.+ Interstate Highways
US Routes
Major Roads
Local Roads
MAP INFORMATION
Map Scale: 1:1,300 if printed on A size (8.5" x 11 ") sheet.
The soil surveys that comprise your AOI were mapped at 1:15,840.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http : / /websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
This product is generated from the USDA -NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Catawba County, North Carolina
Survey Area Data: Version 13, Aug 3, 2012
Date(s) aerial images were photographed: 7/19/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.

Custom Soil Resource Report
Map Unit Legend
Catawba County, North Carolina (NC035)
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of AOI
CfC
Clifford sandy loam, 6 to 10 percent
slopes
3.3
62.1%
CfD
Clifford sandy loam, 10 to 15 percent
slopes
1.7
31.7%
TmC
Tomlin loam, 6 to 10 percent slopes
0.3
6.2%
Totals for Area of Interest
5.3
100.00/0
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
10

Custom Soil Resource Report
intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
11

Custom Soil Resource Report
Catawba County, North Carolina
CM— Clifford sandy loam, 6 to 10 percent slopes
Map Unit Setting
Landscape: Uplands
Elevation: 200 to 2,000 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 50 to 59 degrees F
Frost-free period: 160 to 200 days
Map Unit Composition
Clifford and similar soils: 90 percent
Minor components. 4 percent
Description of Clifford
Setting
Landform: I nterfluves
Landform position (two - dimensional): Summit
Landform position (three - dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Convex
Parent material. Saprolite derived from granite and gneiss and /or schist
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature. More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding. None
Frequency of ponding. None
Available water capacity. • Moderate (about 8.3 inches)
Interpretive groups
Farmland classification: Farmland of statewide importance
Land capability (nonirrigated): 3e
Hydrologic Soil Group: A
Typical profile
0 to 6 inches: Sandy loam
6 to 10 inches. Sandy loam
10 to 47 inches. Clay
47 to 57 inches: Clay loam
57 to 80 inches. Loam
Minor Components
Westfield
Percent of map unit. 3 percent
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three - dimensional): Side slope
Down -slope shape: Linear
12

Custom Soil Resource Report
Across -slope shape: Convex
Woolwine
Percent of map unit: 1 percent
Landform: Hillslopes on ridges
Landform position (two - dimensional): Backslope
Landform position (three- dimensional): Side slope
Down -slope shape: Linear
Across -slope shape: Convex
CM-- Clifford sandy loam, 10 to 15 percent slopes
Map Unit Setting
Landscape: Uplands
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost-free period. 200 to 240 days
Map Unit Composition
Clifford and similar soils. 85 percent
Description of Clifford
Setting
Landform: Interfluves
Landform position (two - dimensional): Shoulder, summit
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Convex
Parent material. Saprolite derived from granite and gneiss and /or schist
Properties and qualities
Slope: 10 to 15 percent
Depth to restrictive feature. More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in /hr)
Depth to water table: More than 80 inches
Frequency of flooding. None
Frequency of ponding. None
Interpretive groups
Farmland classification: Farmland of statewide importance
Land capability (nonirrigated): 3e
Hydrologic Soil Group: B
i1K3

Custom Soil Resource Report
TmC— Tomlin loam, 6 to 10 percent slopes
Map Unit Setting
Landscape: Uplands
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 50 to 59 degrees F
Frost -free period. 160 to 190 days
Map Unit Composition
Tomlin and similar soils: 90 percent
Description of Tomlin
Setting
Landform: Hillslopes on ridges
Landform position (two - dimensional): Backslope
Landfonn position (three- dimensional): Side slope
Down -slope shape: Linear
Across -slope shape: Convex
Parent material. Saprolite derived from diorite and/or gabbro and /or diabase and /or
gneiss
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding. None
Frequency of ponding. None
Sodium adsorption ratio, maximum: 1.0
Available water capacity: Moderate (about 8.2 inches)
Interpretive groups
Farmland classification: Farmland of statewide importance
Land capability (nonirrigated): 3e
Hydrologic Soil Group: B
Typical profile
0 to 4 inches. Loam
4 to 8 inches: Clay loam
8 to 30 inches. Clay
30 to 37 inches: Silty clay
37 to 49 inches: Silty clay loam
49 to 57 inches: Silt loam
57 to 81 inches: Loam
14

Custom Soil Resource Report
15

Soil Information for All Uses
Soil Properties and Qualities
The Soil Properties and Qualities section includes various soil properties and qualities
displayed as thematic maps with a summary table for the soil map units in the selected
area of interest. A single value or rating for each map unit is generated by aggregating
the interpretive ratings of individual map unit components. This aggregation process
is defined for each property or quality.
Soil Erosion Factors
Soil Erosion Factors are soil properties and interpretations used in evaluating the soil
for potential erosion. Example soil erosion factors can include K factor for the whole
soil or on a rock free basis, T factor, wind erodibility group and wind erodibility index.
K Factor, Whole Soil (Catawba Justice Center Parking
Deck)
Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by water.
Factor K is one of six factors used in the Universal Soil Loss Equation (USLE) and the
Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of
soil loss by sheet and rill erosion in tons per acre per year. The estimates are based
primarily on percentage of silt, sand, and organic matter and on soil structure and
saturated hydraulic conductivity (Ksat). Values of K range from 0.02 to 0.69. Other
factors being equal, the higher the value, the more susceptible the soil is to sheet and
rill erosion by water.
"Erosion factor Kw (whole soil)" indicates the erodibility of the whole soil. The
estimates are modified by the presence of rock fragments.
ill

Custom Soil Resource Report
Map —K Factor, Whole Soil (Catawba Justice Center Parking Deck)
m
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MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Units
Soil Ratings
0 .02
.05
.10
.15
0 .17
0 .20
0 .24
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0 .32
Q .37
a .43
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Not rated or not available
Political Features
Cities
Water Features
Streams and Canals
Transportation
i Rails
Custom Soil Resource Report
Interstate Highways
US Routes
Major Roads
-N... Local Roads
MAP INFORMATION
Map Scale: 1:1,300 if printed on A size (8.5" x 11 ") sheet.
The soil surveys that comprise your AOI were mapped at 1:15,840.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http : / /websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
This product is generated from the USDA -NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Catawba County, North Carolina
Survey Area Data: Version 13, Aug 3, 2012
Date(s) aerial images were photographed: 7/19/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.

Custom Soil Resource Report
Table —K Factor, Whole Soil (Catawba Justice Center Parking
Deck)
K Factor, Whole soil— summary by Map Unit — Catawba County, North Carolina (NCO35)
Map unit symbol
Map unit name
Rating
Acres In AOI
Percent of AOI
CfC
Clifford sandy loam, 6 to 10
percent slopes
.17
3.3
62.1%
CfD
Clifford sandy loam, 10 to 15
percent slopes
.24
1.7
31.7%
TmC
Tomlin loam, 6 to 10 percent
slopes
28
0.3
6.2%
Totals for Area of Interest
5.3
100.00/0
Rating Options —K Factor, Whole Soil (Catawba Justice Center
Parking Deck)
Aggregation Method. Dominant Condition
Component Percent Cutoff.- None Specified
Tie -break Rule: Higher
Layer Options: Surface Layer
Soil Physical Properties
Soil Physical Properties are measured or inferred from direct observations in the field
or laboratory. Examples of soil physical properties include percent clay, organic
matter, saturated hydraulic conductivity, available water capacity, and bulk density.
Saturated Hydraulic Conductivity (Ksat), Standard
Classes (Catawba Justice Center Parking Deck)
Saturated hydraulic conductivity (Ksat) refers to the ease with which pores in a
saturated soil transmit water. The estimates are expressed in terms of micrometers
per second. They are based on soil characteristics observed in the field, particularly
structure, porosity, and texture. Saturated hydraulic conductivity is considered in the
design of soil drainage systems and septic tank absorption fields.
For each soil layer, this attribute is actually recorded as three separate values in the
database. A low value and a high value indicate the range of this attribute for the soil
component. A "representative" value indicates the expected value of this attribute for
the component. For this soil property, only the representative value is used.
The numeric Ksat values have been grouped according to standard Ksat class limits.
The classes are:
19

Very low: 0.00 to 0.01
Low: 0.01 to 0.1
Moderately low: 0.1 to 1.0
Moderately high: 1 to 10
High: 10 to 100
Very high: 100 to 705
Custom Soil Resource Report
20

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Custom Soil Resource Report
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Map Scale: 1:1,300 if printed on A size (8.5" x 11 ") sheet.
Area of Interest (AOI)
Soils
The soil surveys that comprise your AOI were mapped at 1:15,840.
Soil Map Units
Warning: Soil Map may not be valid at this scale.
Soil Ratings
0
Very Low (0.0 - 0.01)
Enlargement of maps beyond the scale of mapping can cause
0
Low (0.01 - 0.1)
misunderstanding of the detail of mapping and accuracy of soil line
0
Moderately Low 1)
placement. The maps do not show the small areas of contrasting
(0.1 -
soils that could have been shown at a more detailed scale.
0
Moderately High (1 - 10)
0
High (10 -100)
Please rely on the bar scale on each map sheet for accurate map
0
Very High (100 - 705)
measurements.
Not rated or not available
Source of Map: Natural Resources Conservation Service
Political Features
Web Soil Survey URL: http : / /websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
� ,
Cities
Water Features
This product is generated from the USDA -NRCS certified data as of
Streams and Canals
the version date(s) listed below.
Transportation
Soil Survey Area: Catawba County, North Carolina
F+
Rails
Survey Area Data: Version 13, Aug 3, 2012
Interstate Highways
US Routes
Date(s) aerial images were photographed: 7/19/2006
Major Roads
The orthophoto or other base map on which the soil lines were
�..
Local Roads
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.

Custom Soil Resource Report
Table— Saturated Hydraulic Conductivity (Ksat), Standard Classes
(Catawba Justice Center Parking Deck)
Saturated Hydraulic Conductivfty (Ksaq, Standard Classes— Summary by Map Unk— Catawba County, North Carolina (NC036)
Map unit symbol
Map unit name
Rating (micrometers per second)
Acres In AOI
Percent of AOI
CfC
Clifford sandy loam, 6 to 10
percent slopes
28.0000
3.3
62.1%
CfD
Clifford sandy loam, 10 to
15 percent slopes
28.0000
1.7
31.7%
TmC
Tomlin loam, 6 to 10
percent slopes
10.0000
0.3
6.2%
Totals for Area of Interest
5.3
100.0%
Rating Options —Saturated Hydraulic Conductivity (Ksat),
Standard Classes (Catawba Justice Center Parking Deck)
Units of Measure: micrometers per second
Aggregation Method: Dominant Component
Component Percent Cutoff.- None Specked
Tie -break Rule: Fastest
Interpret Nulls as Zero: No
Layer Options: Surface Layer
Soil Qualities and Features
Soil qualities are behavior and performance attributes that are not directly measured,
but are inferred from observations of dynamic conditions and from soil properties.
Example soil qualities include natural drainage, and frost action. Soil features are
attributes that are not directly part of the soil. Example soil features include slope and
depth to restrictive layer. These features can greatly impact the use and management
of the soil.
Hydrologic Soil Group (Catawba Justice Center Parking
Deck)
Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned
to one of four groups according to the rate of water infiltration when the soils are not
protected by vegetation, are thoroughly wet, and receive precipitation from long -
duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and three
dual classes (A/D, B /D, and C /D). The groups are defined as follows:
23

Custom Soil Resource Report
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist
chiefly of moderately deep or deep, moderately well drained or well drained soils that
have moderately fine texture to moderately coarse texture. These soils have a
moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or soils
of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential,
soils that have a high water table, soils that have a claypan or clay layer at or near the
surface, and soils that are shallow over nearly impervious material. These soils have
a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B /D, or C /D), the first letter is for
drained areas and the second is for undrained areas. Only the soils that in their natural
condition are in group D are assigned to dual classes.
24

m
35'39'41"
•
•
•
•
•
• 35° 39'32"
Custom Soil Resource Report
Map — Hydrologic Soil Group (Catawba Justice Center Parking Deck)
• m
� Map Scale: 1:1,300 rf printed on A s¢e (8.5" x 11 ") sheet. �
c�
• N Meters
0 10 20 40 60
Feet
0 45 90 180 270
•
•
35° 39'41"
35° 39'32"

•696.699 96
Custom Soil Resource Report
MAP LEGEND
MAP INFORMATION
Area of Interest (A01)
Map Scale: 1:1,300 if printed on A size (8.5" x 11 ") sheet.
f� Area of Interest (AOI)
The soil surveys that comprise your AOI were mapped at 1:15,840.
Soils
Soil Map Units
Warning: Soil Map may not be valid at this scale.
Soil Ratings
0 A
Enlargement of maps beyond the scale of mapping can cause
A/D
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
B
soils that could have been shown at a more detailed scale.
B/D
C
Please rely on the bar scale on each map sheet for accurate map
0 C/D
measurements.
D
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http : / /websoilsurvey.nrGs.usda.gov
Not rated or not available
Coordinate System: UTM Zone 17N NAD83
Political Features
0 Cities
This product is generated from the USDA -NRCS certified data as of
the version date(s) listed below.
Water Features
Streams and Canals
Soil Survey Area: Catawba County, North Carolina
Transportation
Survey Area Data: Version 13, Aug 3, 2012
y f Rails
Date(s) aerial images were photographed: 7/19/2006
..v Interstate Highways
US Routes
The orthophoto or other base map on which the soil lines were
Major Roads
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
�,. Local Roads
of map unit boundaries may be evident.

Custom Soil Resource Report
Table — Hydrologic Soil Group (Catawba Justice Center Parking
Deck)
Hydrologic Soil Group— summary by Map Unit — Catawba County, North Carolina (NC035)
Map unit symbol
Map unit name
Rating
Acres In AOI
Percent of AOI
CfC
Clifford sandy loam, 6 to 10
percent slopes
A
3.3
62.1%
CfD
Clifford sandy loam, 10 to 15
percent slopes
B
1.7
31.7%
TmC
Tomlin loam, 6 to 10 percent
slopes
B
0.3
6.2%
Totals for Area of Interest
5.3
100.0%
Rating Options — Hydrologic Soil Group (Catawba Justice Center
Parking Deck)
Aggregation Method. Dominant Condition
Component Percent Cutoff. None Specfed
Tie -break Rule: Higher
Unified Soil Classification (Surface) (Catawba Justice
Center Parking Deck)
The Unified soil classification system classifies mineral and organic mineral soils for
engineering purposes on the basis of particle -size characteristics, liquid limit, and
plasticity index. It identifies three major soil divisions: (i) coarse - grained soils having
less than 50 percent, by weight, particles smaller than 0.074 mm in diameter; (ii) fine -
grained soils having 50 percent or more, by weight, particles smaller than 0.074 mm
in diameter; and (iii) highly organic soils that demonstrate certain organic
characteristics. These divisions are further subdivided into a total of 15 basic soil
groups. The major soil divisions and basic soil groups are determined on the basis of
estimated or measured values for grain -size distribution and Atterberg limits. ASTM
D 2487 shows the criteria chart used for classifying soil in the Unified system and the
15 basic soil groups of the system and the plasticity chart for the Unified system.
The various groupings of this classification correlate in a general way with the
engineering behavior of soils. This correlation provides a useful first step in any field
or laboratory investigation for engineering purposes. It can serve to make some
general interpretations relating to probable performance of the soil for engineering
uses.
For each soil horizon in the database one or more Unified soil classifications may be
listed. One is marked as the representative or most commonly occurring. The
representative classification is shown here for the surface layer of the soil.
27

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MAP LEGEND
Area of Interest (AOI)
Q
ML US Routes
_
Area of Interest (AOI)
Q
ML -A (proposed) Major Roads
Soils
Q
ML -K (proposed) N Local Roads
Soil Map Units
Q
ML-0 (proposed)
Soil Ratings
Q
CH
Q
ML -T (proposed)
Q
CL
Q
OH
Q
CL -A (proposed)
Q
OH -T (proposed)
Q
CL -K (proposed)
Q
OL
®
CL -ML
Q
PT
Q
CL-0 (proposed)
Q
SC
0
CL -T (proposed)
Q
SC -SM
Q
GC
Q
SM
Q
GC -GM
Q
SP
Q
GM
Q
SP -SC
Q
GP
Q
SP -SM
Q
GP -GC
Q
SW
®
GP -GM
Q
SW -SC
Q
GW
Q
SW -SM
Q
GW -GC
Not rated or not available
Q
GW -GM
Political Features
Cities
Q
MH
Water Features
©
MH -A (proposed)
Streams and Canals
Q
MH -K (proposed)
Transportation
Q
MH -O (proposed)
0 0 6
Rails
Q
MH -T (proposed)
01%1'
Interstate Highways
••
MAP INFORMATION
Map Scale: 1:1,300 if printed on A size (8.5" x 11 ") sheet.
The soil surveys that comprise your AOI were mapped at
1:15,840.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http : / /websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
This product is generated from the USDA -NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Catawba County, North Carolina
Survey Area Data: Version 13, Aug 3, 2012
Date(s) aerial images were photographed: 7/19/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.

Custom Soil Resource Report
Table— Unified Soil Classification (Surface) (Catawba Justice
Center Parking Deck)
Unified Soil Classification (surface}— summary by Map Unit — Catawba County, North Carolina (NC035)
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
CfC
Clifford sandy loam, 6 to 10
percent slopes
SM
3.3
62.1%
CfC
Clifford sandy loam, 10 to 15
percent slopes
1.7
31.7%
TmC
Tomlin loam, 6 to 10 percent
slopes
MI.
0.3
6.2%
Totals for Area of Interest
5.3
100.0%
Rating Options — Unified Soil Classification (Surface) (Catawba
Justice Center Parking Deck)
Aggregation Method. Dominant Condition
Component Percent Cutoff. None Specked
Tie -break Rule: Lower
Layer Options: Surface Layer
30

References
American Association of State Highway and Transportation Officials (AASHTO). 2004.
Standard specifications for transportation materials and methods of sampling and
testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487 -00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service
FWS /OBS- 79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils
in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.
Department of Agriculture Handbook 18. http: / /soils.usda.gov/
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making
and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service,
U.S. Department of Agriculture Handbook 436. http: / /soils.usda.gov/
Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http: / /soils.usda.gov/
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y -87 -1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http: / /soils.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http: / /www.giti.nres.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430 -VI. http: / /soils.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States, the
Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296.
http: / /soils.usda.gov/
31

Custom Soil Resource Report
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210.
06

5/31/13
Precipitation Frequency Date Sew
NOAA Atlas 14, Volume 2, Version 3 CATAWBA 3
NNW
Station ID: 314679 ANIL
Location name: Catawba, North Carolina, US"
Coordinates: 36.7600, - 81.0833
Elevation: 4W
Elevation (station metadata): 900 W
• source: Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yelda, and D. Riley
NOAA, National Mather Service, Silver Spring, Maryland
PF tabular
PDS -based point precipitation frequency estimates with 90% confidence intervals (in inches)'
Average recurrence interval
(years)
Duration
1
��F-1
2
5
10
25
50
00
200
500
1000
0.371
OA38
0.617
0.676
0.644
0.694
0.742
7
0.787
0.841
0.882
5 -min
(0.342 - 0.404)
(0.405 - 0.479)
(0.476 - 0.564)
(0.527 - 0.626)
(0.586 - 0.703)
(0.627 - 0.758)
(0.665 - 0.812)
(0.697- 0.866)
(0.734 - 0.933)
(0.760 - 0.985)
0.692
0.703
0.828
0.920
1.03
1.10
1.18
1.26
113
1.39
10 -min
1(0.547-0.645)1(0.648-0.767)1(0.762-0.904)1(0.843-1.00)
1(0.934-1.12)11(0.999-1.21)11
(1.06 -1.29)
1 (1.10.1.37)
1 (1.16 -1.48)
1 (1.20 -1.55)
0.741
0.8837F
1.05
1.16
1.30
1A0
1A9
1.67
1.66
1.74
15 -min
1(0.683-0.806)1(0.815-0.964)1(0.964-1.14)
1 (1.07 -1.27)
1 (1.18 -1.42)
1 (1.26 -1.53) 11
(1.33.1.63)
1 (1.40.1.73) 11
(1.46 -1.86)
1 (1.50 -1.95)
1.01
1.22
1A9
1.69
1.93
2.11
2.28
2A6
2.67
2.82
30 -min
(0.937 -1.10)
1 (1.13 -1.33)
1 (1.37 -1.62)
1 (1.541.84)
1 (1.75 -2.10)
1 (1.91 -2.30)
1 (2.042.50)
1 (2.17 -2.70)
1 (2.33 -2.96)
1 (2.43 -3.15)
127
1.63
1.81
2.19
2.67
2.86
3.14
3.44
3.82
4.12
60 -min
(1.17 -1.38)
1 (1.41 -1.67)
1 (1.76 -2.08)
1 (2.01 -2.39)
(2.34 -2 80)
(2.58 -3.12) 11
(2.82 -3.44)
1 (3.04 -3.78)
(3.344.24) 11
(3.55 -4.60)
1 A8
1.79
2.26
2.61
3.08
3A8
3.87
4.27
4.82 T
6.26
2 -h r
(1.36 -1.61)
1 (1.65 -1.95)
1 (2.06 -2.46)
1 (2.38 -2.84)
1 (2.81 -3.37)
1 (3.13 -3.80) 11
(3.444.24)
1 (3.76 -4.71)
(4.18 -5.36)
1 (4.49 -5.88)
1.68 7
F 1.92
2A2
.81
-2.81-]F-
3.36
3.79
4.26
4.72
6.38
6.92
3 -hr
(1.46 -1.73)
1 (1.76 -2.10)
1 (2.22 -2.65)
(2.57 -3.08)
1 (3.04 -3.67)
(3.41 -4.16)
(3.78 -4.67)
(4.15.5.22)
(4.646.01)
1 (5.03 -6.65)
1.86
-2TSF-JF
2.96
3A4
4.11
4.66
6.21
6.80
6.63
729
6 -hr
(1.80.2.13)
1 (2.18 -2.57)
1 (2.73.3.23)
(3.16.3.75)
(3.74 -4.48)
(4.20.5.08)
(4.66 -5.70)
(5.12 -8.37)
(5.747.32)
(6.218.10)
2.38
2.87
3.61
4.20
6A1
6.67
6.34
7A6
8.06
8.84
12 -hr
(2.20.2.59)
1 (2.66 -3.13)
1 (3.33 -3.93) 11
(3.85.4.56)
1 (4.57 -5.44)
1 (5.12 -6.14)
(5.68 -6.88)
1 (6.247.67)
(7.00 -8.77)
1 (7.58 -9.67)
2.90
3.62
4A6
6.20
6.22
7.03
7.87
8.73
8.92
10.9
24 -hr
(2.67 -3.16)
1 (3.24 -3.83)
1 (4.10.4.86)
1 (4.77 -5.66)
1 (5.68 -6.77)
1 (6.41 -7.66)
1 (7.13 -8.58)
(7.88 -9.54)
(8.89 -10.9)
(9.69 -11.9)
3A4
4.16
6.21
6A4
7.16
8.04
8.83
8.86
11.1
12.1
2 -day
(3.17.3.74)
1 (3.83 -4.53)
1 (4.81 -5.68) 11
(5.55.6.57)
1 (6.55.7.79)
1 (7.348.76)
1 (8.13 -9.74)
(8.93 -10.8)
(10.0 -12.1)
(10.9 -13.2)
3.66
4AO
6.60
6.34
7A9
8.38
931
10.3
11.6
12.6
3 -day
(3.38 -3.96)
1 (4.08 -4.78)
(5.08 -5.97) 11
(5.65 -6.88)
1 (8.88 -8.13)
(7.69 -8.12)
(8.50.10.1)
(9.33 -11.2)
(10.4 -12.6)
(11.3 -13.7)
3.87
4.66
6.78
6.64
7.82
8.76
8.68
10.7
12A
13.0
4 -day
(3.59.4.18)
1 (4.33 -5.04)
(5.36 -6.25) 11
(6.15.7.19)
1 (7.21 -8.46)
(8.04 -9.47)
(8.87 -10.5)
(9.72 -11.6)
(10.9 -13.0)
(11.7 -14.1)
4A6
6.34
6.60
7A0
8.69
9.61
10A
11A
12.6
13.6
7 -day
(4.17 -4.78)
1 (4.99.5.72)
1 (6.07 -6.97)
(6.90 7.93)
(7.98 -9.21) 11
(8.82 -10.2)
1 (9.65-11.2)
(10.5 -12.2)
(11.6 -13.6)
(12.5 -14.7)
6.11
6.09
7.33
826
9A8
10A
11A
12.3
13.6
14.6
10 -day
(4.81 -5.45)
1 (5.73 -6.49)
(6.89 -7.80)
(7.75 -8.79)
1 (8.87 -10.1)
1 (9.72 -11.1)
(10.6 -12.1)
(11.413.1)
1 (12.5 -14.5)
(13.415.5)
6.84
8.10
8.66
10.7
122
13.3
14.6
16.7
172
18A
20 -day
(6.47 -7.23)
1 (7.66 -8.56)
(9.03 -10.1)
(10.111.3)
(11.5.12.9)
(12.5 -14.1)
(13.6 -15.3)
(14.6 -16.6)
(18.018.2)
(17.1 -19.6)
11.6
12.6
-14.O-7F-16.1-IF
1B.1
17.1
16A
18A
30 -day
8A7
(8.09.8.88)
9.86
(9.50 -10.5)
(10.9 -12.0)
(12.0.13.2)
(13.3 -14.7)
(14.3 -15.8)
1 (15.3 -16.9)
(16.2 -18.0)
1 (17.419.4)
1 (18.3.20.4)
10.7
12.6
14.1
16.3
16.8
18.0
19A
20.1
21A
22A
45 -day
(10.3 -11.1)
(12.0.13.0)
(13.5 -14.7)
(14.718.0)
(18.1 -17.6) 11
(17.2 -18.8)
1 (18.2 -19.9)
1 (19.1 -21.0)
1 (20.3 -22.4)
1 (21.2 -23.5)
12.7
14.8
16.6
17.9
19.6
-20.-97F-22.-I--]F-23.-3-7F-24.77F
25.8
60 -day
(12.2-13.2)
(14.2 -15.4)
(15.9-17.3)
(17.2 -18.7)
(18.9 -20.4)
(20.0.21.8)
(21.2 -23.0)
(22.2 -24.2)
(23.6 -25.8)
(24.6.27.0)
1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval The probability that precipitation frequency estimates (for a
given duration and average recurrence intervaq w B be greater than the upper bound (or less than the low er bound) is 5 %. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estirnates and rray be higher than currently valid RAP values.
Please refer to NOAA Atlas 14 document for more information.
hdsc.rme.noaa.g owhdsc/pfds /pfdsjrir dpage.html?st- -nc&sta =31- 1579& data =depth units =eng lish8series =pds 1/4

0
W1/13 Precipitation Frequency Data Serer
PF graphical
30
25
c
20
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'CL 10
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PDS -based depth- duration - frequency (DDF) curves
Coordinates: 35.7500, - 81.0833
;.... .................. ;.....;....�'
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— 5-min
— 2-day
— 10Mn
— 3-day
1 I. 1 1
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Average recurrence interval (years)
NOAA/NWS/OHD /HDSC Created (GMT): Fri May 3118:54:37 2013
•
• hdsc. nws. noaa. 9 odhdsc/ pfds/ pfds -printpage.html ?st= nc&sta =31- 1579& data= depth&units= english&series =pds
Average recurrence
interval
(years)
— 1
2
5
10
25
50
100
200
500
1000
Duration
— 5-min
— 2-day
— 10Mn
— 3-day
15-min
— 4-day
— 30-min
— 7-day
— 604nin
— 10-day
— 24w
— 20-day
— 34w
— 30-day
— 64hr
— 45-day
— 12-hr
— 60-day
— 24-hr
2/4

5/31/13
Precipitation Freq uency Data Sereer
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• 5/31/13
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4/4

4/11/13 Precipitation FrequencyData Server
(D NOAA Atlas 14, Volume 2, Version 3
Location name: Catawba, North Carolina, US" Ad
Coordinates: 35.7500, - 81.0833 QW
Elevation: 767 W W
• source: Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. ParcyboK M.Yelda, and D. alley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aedals
PF tabular
PDS -based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)1
Average
recurrence interval (years)
Duration
1
����������
2
5
10
25
50
100
200
500
1000
4A6
F 6.27 7
F 6.20 7
F 6.90
7.73
8.33 7
F 8.90 1
F 9A4
10.1
10.6
5 -min
(4.10 4.85)
1 (4.86.5.75) il
(5.71 -8.77)
1 (8.32 -7.51)
(7.03 -8.44)
(7.52 -9.10)
(7.98 -9.74)
(8.36 -10.4)
(8.81 -11.2)
(9.12 -11.8)
3.66
4.22
4.97
6.62
6.16
6.63
7A7
7A8
7.99
8.33
10 -min
(3.28 -3.87)
1 (3.89 -4.60)
1 (4.57 -5.42)
(5.066.01)
(5.60 -6.72)
(5.99.7.24)
(6.347.75)
(6.63 -8.24)
(8.97 -8.86)
(7.18.9.31)
2.86
3.63
4.19
4.66
6.20
6.60
6.96
6.28
6.70
6.98
15 -min
(2.73 -3.22)
1 (3.263.86)
1 (3.864.57)
(4.265.07)
1 (4.74 -5.68)
(5.066.11)
(5.346.53)
(5.58 -8.93)
(5.85 -7.43)
(6.01 -7.79)
2.03
2A4
2.98
3.37
3.86
4.22
4.66
4.90
6.33
6.66
30 -min
(1.87 -2.21)
1 (2.25 -2.66)
1 (2.74 -3.25)
1 (3.09.3.67)
1 (3.51 -4.20)
1 (3.81 -4.60)
(4.09.5.00)
(4.34 -5.39)
(4.65.5.91)
(4.866.31)
1.27
1.63
1.91
-2.1-9--IF-2.6-7--IF-2.86--IF-3.i4-7F-3-A4-7F-3.82-IF-4.1-2--I
60 -min
(1.17 -1.36)
1 (1.41 -1.67)
(1.762.08) J1
(2.01 -2.39)
1 (2.34 -2.80)
1 (2.563.12)
I (2.82 -3.44)
1 (3.043.78)
1 (3.34 -4.24)
1 (3.55 -4.60)
0138
0.896
153
1.30
1.66
1.74
1.93
2.13
2A1
2.63
2 -hr
1(0.678-0.803)1(0.822-0.976)1
(1.03.1.23)
1 (1.19.1.42)
1 (1.40 -1.69)
1 (1.72 -2.12) 11
(1.88 -2.35)
1 (2.09 -2.68)
1 (2.24 -2.94)
0.628
0.638
0.806
0.936
1.12
1.26
1A1
1.67 7F--1.79-7F-1.-97---
1.79
1.97
3 -hr
(0.4860.577)
(0.587. 0.700)
(0.739 - 0.882)
(0.855 -1.02)
1 (1.01 -1.22)
1 (1.14 -1.39)
1 (1.261.56)
1 (1.361.74)
1 (1.55 -2.00)
1 (1.67 -2.21)
F-0.3-2-67F-O.-39-37F-OA-9-67F-0.67-6
0.687
0.777
0.871
0.969
1.11
1.22
6 -hr
(0.301 - 0.355)
(0.363. 0.430)
(0.455. 0.540)
(0.527 - 0.627)
(0.625 - 0.748)
(0.702 - 0.848)
(0.7760.952)
(0.855 -1.06)
(0.9561.22)
(1.041.35)
0.197
0.238
0.300
0.348
OA16
OA70
0.527
0.686
0.668
0.734
12 -hr
(0.183- 0.215)
(0.220 - 0.260)
(0.276 - 0.326)
(0.320. 0.379)
(0.379 - 0.451)
(0.425 - 0.510)
(0.471 - 0.571)
(0.518 - 0.636)
(0.581 - 0.728)
(0.629. 0.802)
05121
0.147
0.186
0.217
0.269
0.293
0.328
0.364
OA13
OA63
24 -hr
(0.111 - 0.132)
(0.135 - 0.160)
(0.171 - 0.202)
(0.199. 0.238)
(0.237 - 0.282)
(0.267- 0.319)
(0.297 - 0.357)
(0.326 - 0.397)
(0.371 - 0.453)
(0.4040.497)
0 .072
0.086
0.109
0.126
0.148
0.167
0.186
0.206
0.231
0.262
2 -day
( 0 0660 078)
(0.080 - 0.094)
(0.100 - 0.118)
(0.1160.137)
(0.136 - 0.162)
(0.153 - 0.182)
(0.169. 0.203)
(0.1860.224)
(0.209 - 0.253)
(0.2260.276)
0.061
0.061
0.076
0.088
0.104
-0.11-7-T-0-129
0.142
0.160
0.174
3 -day
(0.047 -0 055)
(0.057 - 0.066)
(0.071 - 0.083)
(0.081 - 0.096)
(0.096- 0.113)
(0.107 - 0.127)
(0.1160.141)
(0.130. 0.155)
(0.145. 0.175)
(0.157 - 0.190)
0A40
0.049
0.060
0.069
0.082
0.091
0.101
0.111
-0.12-6-F-05-3-6-1
4 -day
(0.037 - 0.044)
1(0.045-0.052)11(0.056-0.065)11(0.064-0.075)
(0.075 - 0.088)
(0.0840,099)
(0.092 - 0.109)
(0.101 - 0.120)
(0.113- 0.135)
(0.122 - 0.147)
0.027
0.032
0.039
0.044
OA61
0.067
0.062
0.068
0.075
0.081
7 -day
(0.025 - 0.028)
(0.030 - 0.034)
(0.0360.042)
(0.041 - 0.047)
(0.048 - 0.055)
(0.053 - 0.061)
(0.057 - 0.067)
(0.062 - 0.073)
(0.069. 0.081)
(0.074 - 0.087)
0.021
0,026
0.031
OA34
-0.0-39-7F
0.043
0.047
0.061
T 0.066
0.060
10 -day
(0.020 - 0.023)
(0.024 - 0.027)
(0.029 - 0.033)
(0.032. 0.037)
(0.037 - 0.042)
(0.041- 0.046)
1(0.044-0.050)1(0.048-0.055)1(0.052-0.060)1(0.056-0.065)
0.014
0.017
0.020
0.022
0.026
0.028
0.030
0.033
0.036
0.038
20 -day
(0.013 - 0.015)
(0.016 - 0.018)
(0.019 - 0.021)
(0.021 - 0.024)
(0.0240.027)
(0.0260.029)
(0.0260.032)
(0.030 - 0.035)
(0.033 - 0.038)
(0.0360.041)
F-0.01-2F-55-147-00-16
0.017
6019
0.021
0.022
0.024
OA26
0.027
30 -day
(0.011 - 0.012)
(0.013 - 0.015)
(0.015 - 0.017)
(0.017 - 0.018)
(0.019 - 0.020)
1(0.020-0.022)1(0.021-0.023)1(0.022-0.025)1(0.024-0.027)
(0.025 - 0.028)
0A10
0,012
0.013
0.014
0.016
0A77
0.018
0.018
0.020
0.021
45 -day
(0.009 - 0.010)
(0.011- 0.012)
(0.013- 0.014)
(0.0140.015)
(0.015- 0.018)
(0.0160.017)
(0.017- 0.018)
(0.0160.019)
(0.019 - 0.021)
(0.020 - 0.022)
0
0.010
0.012
0 .012
0.014
0.016
0.016
0.016
0.017
0.018
60 -day
.009
(0.0060.009)
(0.010 - 0.011)
(0.011 - 0.012)
(0.012 - 0.013)
(0.013 - 0.014)
(0.014 - 0.015)
(0.015-0.016)
(0.015 0.017)
(0.016 - 0.018)
(0.017 - 0.019)
t Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence intervaL The probabiirdy that precipitation frequency estimates (for a
given duration and average recurrence interval) w 0 be greater than the upper bound (or less than the lower bound) is 5 %. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estir ates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
PF graphical
hdsc.nws.noaa.g owbdselpfds/pfds__printpag e.htni?lat= 35.7500&lon = -81. 0833& data= irdensity&L"ts =eng iish&series =pds 114

• 4/11/13 Precipitation Frequency Data Server
PDS -based intensity- duration - frequency (IDF) curves
• Coordinates: 35.7500, - 81.0833
•
— 5-min
100.000
•
— 3-day
15-min
•
c
C
10.000
— 60 -4uin
c
— 2-hr
•
— 3-hr
— 30-day
— 641r
V,
1.000
•
-- 24-hr
M ro r0
m r0
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C
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•
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0.100
�
c
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0.100
•
CU
6
iA
a`
0.010
N
4
r, O
N 0
V 100
0.001
1 2 5 10 25 50 100 200 500 1000
• Average recurrence interval (years)
• NOAA/MWS /OHD /HDSC Created (GMT): Thu Apr 11 14:28:09 2013
•
•
•
•
• hdsc.nm.noaa.gov/ hdsc /pfds /pfds _printpage.html ?Iat = 35.7500& Ion = -81. 0833& data = intensity &units= english &series =pds
Average recurrence
interval
(years)
— 1
2
.. , 5
10
25
s0
100
200
500
1000
Duration
— 5-min
1 . 00
— 10-mrn
— 3-day
15-min
— 4 -day
z
10.000
— 60 -4uin
C
— 2-hr
•
— 3-hr
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