NCC221292_Site Plan or Location Map_20220404

Sediment, Erosion Control, & Stormwater
Calculations
For
Henry Fork River Park Site 2
April 2021
.11 C O.RY
North Oa rol i n a
Life. WellCrafted

HICKORY
North Carolina
Life. Well Crafted.
April 20, 2021
NCDEQ
RE: Project Narrative Henry Fork River Park
To Whom It May Concern,
City of Hickory
Engineering Department
76 N Center St NE
Hickory, NC 28601
Phone: [phone]
Fax: [phone]
[e-mail]
The City of Hickory purchased approximately 21 acres in 2017 for the purpose of constructing 4
recreational soccer fields immediately adjacent to the Henry Fork Park and Henry Fork River. Earlier this
year, funds became available to construct a gravel overflow parking lot to be used during anticipated
soccer tournaments. This work began in July, 2020. Initially, the project included clearing 1 acre of trees,
but only grubbing the necessary area to construct the gravel lot which was approximately 36,000 sf. The
City then decided to clear an additional 6.6 acres, approximately, and mulch the debris on site. This
additional area is adjacent to the proposed gravel overflow parking. This would allow for performing a
topographic survey and a complete civil design for two soccer fields, in addition to paving the new parking
lot. Finally, the decision was made, due to contractor availability and performance, to grub all areas that
have been cleared in preparation for construction of the future soccer fields.
Phase one of this work, clearing and grubbing a total of 7.76 Acres mentioned above, has been
completed. This work has been completed under CATAW-2021-005. The area has been seeded, but
recent heavy rains have prevented establishment of vegetation to date. Additional seeding is planned to
stabilize the above project.
The next phase of this project is planned to complete clearing and grubbing operations for the remainder
of the 21-acre tract, but does not encroach on the sewer easement along the south side and maintains a
buffer on the west side.
Prior to clearing and mulching operations, the property was wooded and undeveloped. The proposed
construction area is sloped and is partially located within a flood zone. A 35-foot buffer measured from
the top of the rivers bank is maintained along the south side of the property. No clearing was performed in
this buffer zone. The receiving waters are Henry Fork River (11-129-1-(12,5). Henry Fork is classified as a
class C stream.
Soil erosion will be controlled with the use of perimeter silt fence, temporary diversion ditches, and a
skimmer basin. Approximately 8.7 acres will be disturbed during this clearing and grubbing phase of
construction.
Calculations for the proposed skimmer basin are included.
After this clearing and grubbing phase, the site will be seeded until the future project is designed and
construction begins, at which time a complete, phased erosion control plan will be submitted.
Page 1 of 1

EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
The following items shall be incorporated with respect to specific site conditions, in an erosion & sedimentation control plan:
NPDES Construction Stormwater General Permit NCG0100o0
nation on the plans where the 7 or 14 day ground stabilization requirements apply per Part ILEA of the permit.
Design of basins with one acre or more of drainage area for surface withdrawal as per Part Il.B.8 of the permit.
LOCATION INFORMATION
Project location & labeled vicinity map (roads, streets, landmarks)
f North arrow and scale
Identify River Basin.
® Provide a copy of site located on applicable USGS quadrangle and
NRCS Soils maps if it is in a River Basin with Riparian Buffer
requirements.
GENERAL SITE FEATURES (Plan elements)
Property lines & ownership ID for adjoining properties
Existing contours (topographic lines)
Proposed contours
Limits of disturbed area (provide acreage total, delineate limits,
and label). Be sure to include all access to measures, lots that will
be disturbed, and utilities that may extend offsite.
Planned and existing building locations and elevations
Planned & existing road locations & elevations, including
temporary access roads
Lot and/or building numbers
Hydrogeologic features: rock outcrops, seeps, springs, wetland
and their limits, streams, lakes, ponds, dams, etc. (include all
required local or state buffer zones and any DWQ Riparian Buffer
determinations)
Easements and drainageways, particularly required for offsite
affected areas. Include copies of any recorded easements and/or
agreements with adjoining property owners.
Profiles of streets, utilities, ditch lines, etc.
Stockpiled topsoil or subsoil locations
If the same person conducts the land -disturbing activity & any
related borrow or waste activity, the related borrow or waste
activity shall constitute part of the land -disturbing activity unless
the borrow or waste activity is regulated under the Mining Act of
1971, or is a landfill regulated by the Division of Waste
Management. If the land -disturbing activity and any related
borrow or waste activity are not conducted by the same person,
they shall be considered separate land -disturbing activities and
must be permitted either through the Sedimentation Pollution
Control Act as a one -use borrow site or through the Mining Act.
Location and details associated with any onsite stone crushing or
other processing of material excavated. If the affected area
associated with excavation, processing, stockpiles and transport
of such materials will comprise 1 or more acres, and materials will
be leaving the development tract, a mining permit will be required.
0 Required Army Corps 404 permit and Water Quality 401
certification (e.g. stream disturbances over 150 linearfeet)
EROSION & SEDIMENT CONTROL MEASURES (nit plan)
I Y I Legend (provide appropriate symbols for all measures and
reference them to the construction details)
Location of temporary measures
®Location of permanent measures
Construction drawings and details for
temporary and permanent measures. Show measures to scale on
plan and include proposed contours where necessary. Ensure
design storage requirements are maintained through all phases of
construction,
Maintenance requirements for measures
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
Existing and planned drainage patterns (include off -site areas that
drain through project and address temporary and permanent
conveyance of stormwater over graded slopes)
Method used to determine acreage of land being disturbed and
drainage areas to all proposed measures (e.g. delineation map)
Size, pipe material and location of culverts and sewers
Soil information: type, special characteristics
Soil information below culvert storm outlets
Name and classification of receiving water course or name of
municipal operator (only where stormwater discharges are to
occur)
STORMWATER CALCULATIONS
Pre -construction runoff calculations for each outlet from the site (at
peak discharge points). Be sure to provide all supporting data for
the computation methods used (rainfall data for required storm
events, time of concentrationistorm duration, and runoff
coefficients).
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients for the site)
Design talcs for culverts and storm sewers (include HW, TA! and
outlet velocities)
Discharge and velocity calculations for open channel and ditch
flows (easement & rights -of -way)
Design talcs for cross sections and method of stab#iization for
existing and planned channels (include temporary linings). Include
appropriate permissible velocity and/or shear stress data.
Design talcs and construction details for energy dissipaters below
culvert and storm sewer outlets (include stone/material specs &
apron dimensions). Avoid discharges on fill slopes.
Design talcs and dimension of sediment basins (note current
surface area and dewatering standards as well as diversion of
runoff to the basins). Be sure that all surface drains, including
ditches and berms, will have positive drainage to the basins.
VEGETATIVE STABILIZATION
Area & acreage to be stabilized with vegetation
Method of soil preparation
Seed type & rates (temporary & permanent)
Fertilizer type and rates
Mulch type and rates (include mulch anchoring methods)
NOTE: Plan should include provisions for groundcover in accordance with
NPDES Construction Stormwater General Permit NCG010000.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
Completed, signed & notarized FR/O Form
Accurate application fee payable to NCDEQ ($65.00 per acre
rounded up the next acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
Name of Registered Agent (if applicable)
Copy of the most current Deed for the site. Please make sure the
deed(s) and ownership information are consistent between the
plan sheets, local records and this form.
Q Provide latitude & longitude (in decimal degrees) at the project
entrance.
Two hard -copies of the plans (some regional offices require
additional plans or multiple sizes; please contact the regional
coordinator prior to such submittal.)
NOTE: For the Express Permitting Option, inquire at the local Regional
Office for availability. Express Reviews are performed by
appointment only.
NARRATIVE AND CONSTRUCTION SEQUENCE
= Narrative describing the nature & purpose of the construction
E4`1 activity.
Pre -construction conference, if requested.
Construction sequence related to erosion and sediment control
(including installation of critical measures prior to the initiation of
the land -disturbing activity & removat of measures after areas they
serve are permanently stabilized). Address all phases of
construction and necessary practices associated with temporary
�p� stream bypasses and/or crossings.
�r i D Bid specifications related only to erosion control
rev. 10122020

CITY OF HICKORY Hickory's Mission - To deliver high quality services through excellent and ethical coworkers focused an innovation, communication and customer service. 343007
HICKORY, NC 28501
100 NORTH CAROLINA DEPARTMENT FOR 04/08/2021
DATE
INVOICE NO.
DESCRIPTION
AMOUNT
04/06/2021
NORTH CAROLINA
NCDEQ PLAN REVIEW
$*****585.00
TOTAL
$*****585.00
DETACH AND RETAIN FOR YOUR RECORDS
HI KThis disbursement has been approved as required by the Local Govemment Budget and Fiscal Control Act. ORY BB&T 343007
CITY OF HICKORY
Branch Banking and Trust Company
Harmowrollnr HICKORY, NORTH CAROLINA
HICKORY, NC 28601
Life. Weii Crafted. 66-112/531
DATE
04/08/2021 $******585.00
FIVE HUNDRED EIGHTY FIVE AND 00/100 DOLLARS
TO THE NORTH CAROLINA DEPARTMENT FOR
ORDER ENVIRIOMENTAL QUALITY
OF
217 W JONES ST
RALEIGH NC 27603
//�rry MAP
11134300WO iS3L011211:0005213 5300640
FINANCE OFFICER

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by
the Land Quality Section, N.C. Department of Environmental Quality. Submit the completed form to the
appropriate Regional Office. (Please type or print and, if the question is not applicable or the e-mail and/
or fax information unavailable, place NIA in the blank.)
Part A. Henryork River Park Site 2
1. Project Name y
2. Location of land -disturbing activity: County County City or Township Hickory
Highway/Street Sweet Bay Ln Latitude N 35042'08.04" Longitude W 81 °22'43.3"
3
4
5.
Approximate date land -disturbing activity will commence: May 2021
Purpose of development (residential, commercial, industrial, institutional, etc.): Recreational Park
Total acreage disturbed or uncovered (including off -site borrow and waste areas): 8'70
6. Amount of fee enclosed: $ 585.00 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No X Enclosed
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Kelly Winkler
E-mail Address [e-mail]
Telephone [phone]
cell # Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
City of Hickory
828-323-1042
Name
Telephone Fax Number
76 North Center Street
76 North Center Street
Current Mailing Address
Current Street Address
Hickory NC, 28601
Hickory NC, 28601
City State
Zip City State Zip
10. Deed Book No. 77
Page No. 184 Provide a copy of the most current deed.
Part B.
1. Company(les) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible
parties on an attached sheet.) if the company orfirm is a sole proprietorship,
the name of the owner or manager maybe listed as the financially responsible party.
City of Hickory
[e-mail]
Name
E-mail Address
76 North Center Street
76 North Center Street
Current Mailing Address
Hickory NC, 28601
City
State Zip
-telephone [phone]
Current Street Address
Hickory NC, 28601
City State Zip
Fax Number 828-323-1042

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City
E-mail Address
Current Street Address
State Zip City
Telephone Fax Number
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Warren Wood
City Manager
Type r print name Title or Authority
�t�
Signatu Date
a Notary Public of the County of
oa_�2 I
State of North Carolina, hereby certify that V V mez\ wood ood appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this Dq-day of 20 Z 1
. ��,t►tttt��:'rr��CAM
AC ' Notary
gap I' A4 J E 2 Zo Z2
r J b�c did = My commission expires
�Ol. O'
�°�rrrr�►�itsttt����

Skimmer Basin 1(Site 2) Design Calculations
2.94 Disturbed Area (Acres)
3.98 Peak Flow from 10-year Storm (cfs) Q10=C*I*A
C=.25
1=5.39 NOAA Frequency estimate for 24 hr. 10 yr. storm.
A=2.95 acres
5310 Required Volume (Cu. Ft)
1328 Required Area (Sq. Ft)
26' Top width at Spillway
78' Top Length at Spillway
4' Depth
5808 Actual Volume (Cu. Ft)
2028 Actual Surface Area (Sq. Ft)
2.0" Skimmer Size
1.5" Orifice Size Diameter
3 Dewatering Time (days)

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Skimmer Basin 2 Site 2 Design Calculations
5.94 Disturbed Area (Acres)
8.00 Peak Flow from 10-year Storm (cfs) Q10=C*I*A
C=.2
1=5.39 NOAA Frequency estimate for 24 hr. 10 yr. storm l
A=5.94 acres
10692 Required Volume (Cu. Ft)
2673 Required Area (Sq. Ft)
34' Top width at Spillway
102' Top Length at Spillway
4' Depth
10800 Actual Volume (Cu. Ft)
3468 Actual Surface Area (Sq. Ft)
2.0" Skimmer Size
1.9" Orifice Size Diameter
3 Dewatering Time (days)

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Precipitation Frequency Data Server
Page 1 of 4
NOAA Atlas 14, Volume 2, Version 3
Location name: Hickory, North Carolina, USA*
Latitude: 35.7024*, Longitude:-81.3817'
Elevation: 887.87 ft**
source: ESRI Maps
"source' USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bannin, D. Martin, B, Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, SlEver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inchesjl
Average recurrence interval (years)
Ouration���
10
25
50
100
200
500
100D
0.369
0.438
0.518 0.579
0.657
0.714
0.772
0.829
0.902
0.959
5-min
(0.340-0,403)
(0.402-0.478)
(0.474-0.565) (0.528-0.631)
(0.594--0.717)
(0.641-0.781
(0.687-0.847)
(0.729-0.915)
(0.7801.00)
(0.818-1.08)
1.
10-mitt
(0.542-0644)
(0.643-0764)
(0.759-0905) (0.844Z1,,01)
(0.946-5,14)
{1.0224)
(1,09-1,,35)
(1,16-1.45)
(1. 34359)
(1,2951.70)
0.738
0.880
1.05 1.17
1.33
1.44
1.55
1.66
1.80
1.90
15-min
(0.678-0.804)
(0.808-0.960)
(0.960-1.15) {1.07-1.25
1.20-1.45}
(L29-1.58 )
( 1.38-1.70 )
( 1.46-1.83 )
( 1.55-2.00
1.62-2.13 )
1.01
1.22
1,49 1.70
1.97
2.17
2.38
2.58
2.86
1 3.07
30-min
(0.930-1.10)
1 (1.12-1.33)
1 (1.36-1.63) (1.55-1.85)
(1.78-2.15)
(1.95-2.37)
(2.11-2.61)
(2.27-2.85)
(2.47-3.18)
(2.62-3.45)
1.26
1.53
1.91 2.21
2.62
2.94
3.27
3.62
4.10
4.48
60-min
(1.36-1.38)
(1.40-1.66)
(1.75--2.09) (2.02-2.41)
(2.37-2.86)
(2.64-3.22)
(2.91-3.59)
( 3.18-4.60)
( 3.55-4.57)
( 3.82-5.04)
7.47F
1.78
F 2.63
3A5
3.58
4.02
4.50
5.17
5.72
2-hr
(1.34-1.60)
(1.63--1.95)
(2.08-2.46) (2.39-2.87)
(2.64--3.45)
(3.20--3.92)
(3.56-4.43)
(3.93--4.98)
(4.44-5.78)
(4.83-6.45)
1.57
1.90
2.41F 2.81
3.40
3.88
4.39
4.95
5.75
6.42
3-hr
(1.44-1.73)
(1.74-2.09)
(2.56-3.09)
(3,06-3.74)
(3,46-4.29)
(3.88-4.87)
(4,31-5.52)
(4.90-6,48)
(5,38-7.29)
1.95
2.35
2.95 3.43
4.13
4.71
5.33
5.99
6.95
7.74
6-hr
(1.79-2.13)
(2.15-2.57)
(2.70-3.22) 1 (3.13-3.75)
(3.74-4.52)
(4.23-5.16)
(4.73-5.86)
(5.25-6.63)
(5.97-7.75)
(6.53-8.69)
2.41
2.91
3.63 4.22
5.03
5.70
6.38
7.11
8.14
8.96
12-hr
(2.22--2.63)
(2.68-3.17)
1 (3.34-3.96) (3.86-4.60)
(4.58-5.48)
(5.14-6.21)
(5.71-6.97)
(6.29-7.80)
( 7.09-8.96)
(7.71-9.93)
3.00
3.64
4.62 5.39
6.44
7.28
8.15
9.05
10.3
11.3
24-hr
(2.80-3.25)
(3.39-3.95)
(4.28--5.00) (4.98-5.82)
(5.93-6.96)
(6.68-7.87)
(7.45-8.81)
(8.23-9.80)
(9.29-11.2)
(10.1-12.2)
3.
-4
3
2-day
3, 2$3.88
(4,0234.70)
(5.05-5.90) 5. 336.82
6. 948.09
7. 8 49.09
8. 430.1
9.39-11.2
14 5, 12.6
11.4- 3.$
3.81
4,60
5.74 6.62
7.82
8.77
9.73
7D.7
12.1
73.1
3-day
(3.54-4.11)
(4.27-4.96)
( 5.32-6.19) ( 6.12-7.14)
1 (7,21-8.43)
(8.05-9.46)
(8,90-10.5)
(9.77-11.6)
1 (7Q9-13,1)
1 (11.9-14.2)
4.04
4.86
6.03 6.94
8.17
9.14
10.1
1
F 12.5
13.6
4-day
(3 .76-4.34)
1 (4.51-5.22)
(5.59-6.48) (6.41-7.46)
(7.53-8.78)
(8.39-9.83)
11 (9.26-10.9)
1 (10.2-72.0)
(11.4-13.5)
(12.3-14.7)
4.66
5.58
6.80 7.74
8.98
9.95
10.9
11.9
13.3
14.3
7-day
(4.36-4.99)
(5.22-5.97)
(6,35-7.28) (7.21-8.28)
(8.35-9.62)
(9.22-10.7)
1 (11.0-12.8)
(12.2-14.3)
(13.1-15.4)
4
6.6
7D-day
(5013668)
(5.9736.77)
7.1768.14 8.07s9.18
9.2490.5
1 10.1�1.6
110112.E
119Z13.7
131-15.1
14.0-16.2
8.
20-day
(6.11053)
(7. 448.91)
(9,37g 0,5) 051111.6)
(11 9- 3.4)
(13.0 14.7)
1 (14,1 16.0)
1 (15.2 17.3)
(16.6- 9.0)
(17.7920.4)
8.79
10.3
11.9 13.1
14.5
15.E
16.7
17.8
19.7
20.1
30-day
(8.37-9.22)
(9.85-10.9)
(11.3-12.5) (12.4-13.7)
(13.8-15,3)
(14.9-16,4)
1 (15,8-17.6)
1 (16,8-18.7)
(18,0-20,2)
(19.0-21.3)
11.1
13.0
14.7 15.9
17.5
18.7
19.8
20.9
22.2
23.3
45-day
(10.6-11.6)
(12.4-13.6)
(14.0-15.3) (15.2-16.6)
(16.7-16.3)
(17.8-19.5)
1 (18.9-20.7)
1 (19.5-21.8)
(21.1-23.3)
(22.0-24.4)
15.4
17.2 18.E
20.4
21.7
22.9
24.1
25.7
26.825.5-28.1
60-day
{13.2
12.6-13.7)
(14.7-16.0)
(16.5-17.9) (17.8-19.4)
T9 -21.3)
(20.8-22.6}
(21.9-23.9)
(23.0-25.2)
(m- 26.9 )
( }
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 interval) will 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) estimates and may be higher than currently valid PM values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
https:llhdse.nws.noaa.govlhdsclpfdslpfds_printpage.html?lat=3 5.7024&lon=-81.3 817&data... 9/4/2020

Precipitation Frequency Data Server
Page 2 of 4
PF graphical
PDS-based depth -duration -frequency (DDF) curves
Latitude: 35-7024% Longitude:-81.3817°
30
25
20
R
a
0 15
'n 10
a
5
0
C
C
C
C
C
"-
T }• 7,
7, ?,
7, ?, 7, ?.
E
E
E
-C L
-I--F
�
M M ro
-La 'o -0
fV M
-a
M rc Mro
-0z -0-0
ry A
Lb ry
.4
a
rn
Ill
d
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A 4
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Duration
c
30
25
5
0
----------- ........ :..................... - - -- -- - -- .. ----
..
1 2 5 10 25 50 100 200 500 1000
Average recurrence interval (years)
NOAA Atlas 14, Volume 2. Version 3 Created (GMT): Fri Sep 4 20:33,53 2020
Back to Too
Averaga recurrence
interval
(years)
2
- 5
10
25
so
100
200
Goo
1000
Duration
6�rn
— 2-day
— 1 D-Min
— 3-day
16-min
— 4-day
30-min
— 7-day
— 60-min
— 10-day
-- 2-hr
— 20-day
— 3-hr
— 30-+day
-- "r
45-day
— 12-hr
— 60-tlay
-- 24-hr
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Precipitation Frequency Data Server
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Maps & aerials
Small scale terrain
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Precipitation Frequency Data Server
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Backto To
US Department of Commerce
National Oceanic and Atmospheric Administration_
National Weather Service
National Water Center
1325 East West Highway
Silver Spring, MD 20910
Questions?: HDSC.Questions(cbnoaa,gov
Disclaimer
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Maintenance Plan
I. All erosion and sediment control practices will be checked for stability and proper
operation following every runoff -producing rainfall, but at a minimum of once
every week. Any needed repairs will be made immediately to maintain all erosion
and sedimentation controls as designed.
2. Stabilization measures shall be initiated as soon as practicable in portions of the site
where construction activities have temporarily or permanently ceased, but in no case
more than 14 days after the construction activity in that portion of the site has
temporarily or permanently ceased, unless activity in that portion of the site will
resume within 21 days.
3. Silt/sediment fences will be repaired as necessary to maintain a barrier. Sediment
will be removed from behind the fence when it becomes about 0.5 feet deep.
Removed sediment shall be disposed of in a suitable area and stabilized to prevent
erosion and sedimentation.
4. All seeded areas will be fertilized, reseeded as necessary, and mulched to
maintain a vigorous, dense vegetative cover.
5. Additional control devices may be required during construction in order to control
erosion and/or off -site sedimentation. All temporary control devices shall be
removed once construction is completed and the site is stabilized.
6. Where practicable, trenches should be filled, covered, and temporary seeding
applied at the end of each day.
7. Contractor must take necessary action to minimize the tracking of mud onto the
paved roadway from construction areas. The contractor shall daily remove
mud/soil from pavement, as maybe required.

Sequence of Construction Activities
1, Determine and mark limits of disturbance.
2. Construct stabilized construction entrance.
3. Place perimeter sediment fence and stone outlets,
4. Construct temporary skimmer basins and temporary diversions. Place seeding
immediately after constructing these structures. These structures shall be
constructed prior to the disturbance of each contributing area.
S. Begin demolition of existing structures in accordance with the Demolition Plan.
6. Remove topsoil and stockpile for use on slopes and in benras. Stockpile area is
designated on plans or as directed by engineer.
7. Construct storm drainage. Excavated drop inlet protection and outlet protection to
be constructed concurrently with storm drains. Silt sacks are to be installed at
each inlet upon placement of base course.
8. Place temporary seeding on all disturbed areas.
4. Complete final grading.
10. Place permanent seeding and do final landscaping,
11. Remove temporary erosion control measures after site is stabilized.
12, Estimated time before final stabilization is 3 months after completion of
construction.

35° 42'14"N
35° 42' 4" N
Soil Map —Catawba County, North Carolina 3:
(Henry Fork Soccer Complex)
00
4650M 46513D 465180 46SM 4e5280 465M
0
Map Scale: 1:2,140 if printed on A landscape (11" x 8.9') sheet
Meters
m NN p 30 6o 120 180
7V �
0 100 200 400 ti00
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
€ A Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
35' 42' 14" N
0
0
s
35' 42 4" N
46538D 4654.'ip 4W480 46553D
i
co
4/21/2021
Page 1 of 3

MAP LEGEND
Area of Interest (A01)
0
Area of Interest (AOI)
Soils
--
Soil Map Unit Polygons
x_r
Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
Vp'
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
r
Mine or Quarry
Miscellaneous Water
CD
Perennial Water
^.
Rock Outcrop
+
Saline Spot
r
Sandy Spot
Severely Eroded Spot
Sinkhole
�Z,
Slide or Slip
Af
Sodic Spot
Soil Map —Catawba County, North Carolina
(Henry Fork Soccer Complex)
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
�} Other
.• Special Line Features
Water Features
Streams and Canals
Transportation
N-k Rails
,.�.. Interstate Highways
US Routes
Major Roads
Local Roads
Background
® Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOl were mapped at
1:15, 800.
Warning: Sol[ 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.
PIease rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
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 20, Jun 2, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Dates) aerial images were photographed: Apr B, 2015—Nov 2B,
2017
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.
USDA Natural Resources Web Soil Survey 4/21/2021
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Catawba County, North Carolina
Henry Fork Soccer Complex
Map Unit Legend
Map Unit Symbol
Map Unit NameA.
Acres in AOI.
Percent of AOI
CsA
Codorus loam, 0 to 2 percent
0.7
4.1 %
slopes, frequently flooded
DaA
Dan River loam, 0 to 2 percent
0.2
1.1 %
slopes, frequently flooded
FcC
Fairview gravelly fine sandy
0.4
2.5%
loam, 6 to 10 percent slopes
FdE2
Fairview soils, 10 to 25 percent
2.3
14.3%
slopes, moderately eroded
HaA
Hatboro loam, 0 to 2 percent
3.7
22.4%
slopes, frequently flooded
RnB
Ronda loamy sand, 0 to 5
8.3
50.4%
percent slopes, frequently
_.
flooded
W
Water
0.0
0.2%
WwF
Woolwine-Fairview-Westfield
0.8
5.0%
complex, 25 to 45 percent
slopes, stony
Totals for Area of Interest
16.4
100.0%
USDA Natural Resources Web Soil Survey 412112021
�® Conservation Service National Cooperative Soil Survey Page 3 of 3

itc„OEs� 894
prepared by: M. Victoria Jayne, Staff Attorney, City'oflliekory
PO Box 398, Hickory, NC 218603L4 �,.
STATE OF NORTH CAROLINA ' 37 oEc 31 PM 3 2��5 �} Cry' .
.. _ ,.. .. _ MARRAN TY DEED -
COUNTY OF CATAWBA
001584
REVENUE $660.O0.
THIS WARRANTY DEED, ,made this 31 st day. of December 1997, by and between .
DANNY W. HUM -MAN and:wit'e, EyEGGY HAYES- CASE 11UPPMAN of Catawba County, ..
North Carolina, hercina#ier called the ' Oraritor", and the CITY OF HICKORY, a municipal
corporation-, of post Office Box 398, Hickory, Catawba Coo' city, North Carolina, hereinial3er
called the "Grantee";
WITNLSSLITL
That the Granter, for and in consideration of the sum of Tl?N DOLLARS ($10,00), and
other' good.and valuable consideration to him in hand paid by the Grantee, the receipt al` which is. ,
hereby acknowledged; has given, granted, bargained, sold and conveyed, and by these presents
does give, grant. bargain, sell, convey and confirm unto the Grantee, his heirs and/or. successors
and assigns, premises in hickory ToWnship, Catawba County, North Carolina, described as
follows:
Tract 3-ofa map entitled ",Subdivision far
1997 prepared by Jahn `t'. Fumiagt:,'R,I..S. 1525 1
the Catawba (county Registry.
TO 11AVE AND to HOLD the
appurtenances thereunto belonging.or in any
successors and assigns forever.
ian" dated December 11,
Book IA/ at P;Agea in
remises, together with all - the
unto the Grantee, his heirs aaWor.
And the Grantor covenants that::hc is se 7t d 0rsaid premises in fee simple, has the right to
convey the some in. fee simple, €hat bile is marketable and free and clear of all encumbrances
(with the exceptions above stated, ifany) :and that hw will warrant and defend the said title to the
same against the lawful claims of all persons whomsoever.
When reference is made to the Orantor.or. grantee, the singular shall include the plural
and the masculine shall include the feminine or -the neuter.
IN WITNESS. WBEREOF, the Orantor has hereunto set his:hand and seal the clay and
year first above written.
Danny W. -kuffman
�jSIErAL)
Peggy l' ayes Case l�u#t�tlart
catauaA
Asa
660_ 00
STAY€ OF
#401 H
MA W Omni Ccfsfa

COUNTY OF CATAWBA
it -Z_ gb-"w a Notary, llubiiC for said county -anti fate. hereby
eert* that Danny W. Nuf�'man and wife, Peggy Hayes Case Huffman personally appeared
before me this da and acknowledged the due,ex#cution of the foregoing instrument,
W.
[�pa
SS my d and notarial .seal this the day of . S
. 190 MEW
AIJ
(SE N�� My commissionexpires:P 1q CC3%3apt!