20231368 Ver 1_Nash Miracle Park permit drawings_20231005

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OProject Study Area`
`Location and Extent is Approximate
0 150 300
Feet
Source: High Resolution NC Statewide
Orthoimagery, CGIA, 2017 Project Study Area
approximated by ESL
Disclaimer: The Informetlon depleted on this figure Is for Informational
purposes only and was not prepared for, and Is not suitable far legal
engineering purposes This information presented is not for regulatory
view and is intended for use only by a Professional Land Surveyor prior
to regulatory review.
IVENVIRONMENTAL Aerial Field Map Project: ER17085.00
SERVICES, INC. ^ } p Date: Dec 2017
Rale Trademark Drive ICI •as•h County Park
Raleigh, NC 27610 �Y 1�
, [phone] Drwn/Chkd: LJ/LR
P:\GeoGra\Projects\2017\085\GIS\field_aerial.mxd Date: 12/15/2017 11:16:19 AM

CETCH
General Notes:
1. Topographical data performed by GeoData Corp, Zebulon, North Carolina and Strickland
Land Surveying, Nashville, NC.
2. The contractor shall notify and cooperate with all utility companies or firms having facilities
on or adjacent to the site before disturbing, altering, removing, relocating, adjusting or
connecting to said facilities.
3. All excavation is unclassified and shall include all materials encountered.
4. All structural fill material shall be free of all sticks, rocks, and clumps of mud.
5. Unusable excavated materials and all waste resulting from clearing and grubbing shall be
disposed of off -site by the contractor in an approved solid waste landfill.
6. Location of underground utilities are approximate and must be field verified. Contact the
NC One Call Center at least 72 hours prior to digging @ 1.800.632.4949. The surveyors
have only located the utilities that are above ground and visible from the aerial at the
time of field survey. Underground lines shown hereon are approximate or as reported by
various responsible parties. The surveyor does not guarantee that any underground
structures such as utilities, tanks and pipes are located hereon.
7. All pipe lengths are horizontal distances and are approximate.
8. All work shall comply with all applicable codes, regulations, and/or local standards imposed
by Nash County, and NCDOT.
9. All construction and materials shall meet NCDOT standards, latest edition. All work within
within NCDOT right-of-way shall meet the specifications and standards of NCDOT.
10. All concrete pipe is to be ASTM C-76, Class III with ram-nek.
11. This property is not located in a Flood Hazard Zone per FEMA Map. Ref. No. (3720371700K),
dated June 18, 2013.
12. All lot dimensions shown are approximate. Consult the boundary survey of actual site
boundary information.
13. The contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT
right-of-way. All signs, pavement markings and other traffic control devices shall conform
to the Manual on Uniform Traffic Control Devices (MUTCD), 2003 edition as amended.
14. Prior to placing CABC stone base, the contractor should notify the Geotechnical Engineer to
inspect and proof roll the subgrade. Any stone placed without prior approval will be the sole
responsibility of the contractor.
15. DESIGN/FIELD CONDITIONS quite easily may vary from that represented in the initial
soils report and/or topographical report. Isolated areas may show up weak and adverse
soils or groundwater conditions may be discovered that were not revealed during the initial
soils investigation. Therefore, the Contractor is to be aware that Stocks Engineering, P.A.
will not and cannot be held responsible for any failures to either a street or parking
lot pavement design as a result of soil conditions.
16. All utility services, (power, telephone, cable, etc.) are proposed to be underground. Do not
seed or mulch disturbed areas until all underground utilities have been installed.
17. Regulatory signs, stops signs and street name signs shall be manufactured from high
intensity reflective materials.
18. All excess topsoil and unclassified excavation is to be placed on -site, unless otherwise
directed by the owner.
19. All site construction must be inspected by The Project Engineer or Architect, as applicable,
at the following stages:
A. Completion of grading subgrade prior to placing Stone Base.
B. Completion of Stone placement prior to paving.
C. Final inspection when all work is complete.
20. The surveyor did not visibly see any cemeteries in any open areas unless otherwise noted.
21. This property does not depict encumbrances that are found during a thorough title search.
22. Concrete Sub shall be responsible for all score joints and expansion joints.
23. All on -site curb and gutter to be as shown on plans. Curb and gutter within NCDOT
right-of-way to be 30" standard.
24. All curb and gutter and sidewalk concrete is to be minimum 3,000 psi at 28 days, air
entrained.
25. Contractor to furnish all paint striping and thermoplastic (as required by NCDOT) as shown.
26. All dimensions are to edge of pavement (EOP) unless indicated otherwise.
27. Contractor SHALL NOT POUR any concrete before forms are inspected by the Civil
engineer and/or owner. Any concrete that has not been approved by the engineer and/or
owner will be the responsibility of the contractor.
28. Contractor shall saw -cut to provide smooth transitions where existing asphalt and/or curb
and gutter is to be removed.
29. The contractor shall provide all the material and appurtenances necessary for the complete
installation of the utilities. All pipe and fittings shall be inspected prior to being covered.
A minimum of 24 hours notice shall be given to the inspector prior to covering pipe or blockings.
30. Information concerning underground utilities was obtained from available records and field
conditions when possible, but the contractor must determine the exact location and
elevation of all existing utilities by digging test pits by hand at all utility crossings well in
advance of trenching. If the clearances are less than specified on the plans or 12 inches,
which ever is less, contact the project engineer and the Owner prior to proceeding with
construction.
31. The contractor is responsible for the design and implementation of all required/necessary
sheeting, shoring, and special excavation measures required on the project to meet OSHA,
Federal, State and Local regulations pursuant to the installation of the work indicated on
the drawings. The Owner and Stocks Engineering, P.A. accept no responsibility for the design
to install said items.
32. The contractor shall include in the contract price daily record keeping of the as -built
condition of all of the underground utilities, construction stakeout associated with the
project. Preparation of the necessary/required as -built plans to be submitted to Nash
County and all other information required in connection with release of bonds.
33. The Land Disturbance Permit must be kept on the work site and shown upon request.
34. The contractor shall include in the contract price any de -watering necessary to construct
the project as shown on the plans.
35. The contractor shall include in the price, any and all costs associated with providing a
professional engineer on site if required, during the construction of the storm water
management facilities, underground utilities, etc. as required for as -built certification.
36. All grass, topsoil and 'building debris material' dumped onsite shall be removed in the
base bid prior to placement of structural fill material.
37. All generated waste shall be disposed of off -site in an approved landfill location.
Owner/Developer
Nash County
120 W. Washington St.
Suite 2004
Nashville, NC 27856
Phone: [phone]
Contact: Stacie Shatzer
stacie.shatzer-onashcountync.gov
JUNE 23, 2023 -PLANNING REVIEW SET
JULY 14, 2023 -BID SET
INDEX
COVER
COVER SHEET
CE-01
OVERALL SITE PLAN
CE-02
PHASE TWO SITE PLAN
CE-03
PHASE TWO GRADING PLAN
CE-04
PARKING LOT GRADING BLOW UP
CE-05
EROSION CONTROL PLAN
D-01
NPDES NOTES SHEET 1
D-02
NPDES NOTES SHEET 2
D-03
EC NOTES AND DETAILS
D-04
EC NOTES AND DETAILS
D-05
MISC. NOTES AND DETAILS
D-06
MISC. NOTES AND DETAILS
D-07
MISC. NOTES AND DETAILS
D-08
MISC. NOTES AND DETAILS
Civil Engineering:
Stocks Engineering, P.A.
801 East Washington Street
Nashville, NC 27856
Phone: [phone]
Fax: [phone]
Contact: J. Michael Stocks
mstocks,%stocksengineering.com
Surveying:
James G. Strckland Land
Surverying, P.A.
123 W. Washington Sreet
Nashville, North Carolina 27856
Phone: [phone]
Fax: [phone]
Contact: Jimmy Strickland
cslandsurveyoembargmail.com
GENERAL NOTES: (LOCAL JURISDICTION)
1. Any discrepancies in layout should be brought to the Engineer's
attention prior to construction.
2. Written dimensions supercede scaled dimension. All dimensions are
edge of pavement, unless noted otherwise. If dimensions not shown,
contractor shall submit RFI and not attempt to scale dimensions from
drawings.
3. All streets noted as "PUBLIC" shall meet NCDOT minimum standards.
4. A 10' utility, drainage and road maintenance easement is reserved
along and adjacent to all street right of ways.
5. Flared end sections are to be used on both inlet and/or outlet ends of
storm sewer unless otherwise noted.
6. Each prime contractor performing excavations or underground work
shall be responsible for the location of any existing utilities in the area
of their work. Notify the utility locator service (1-800-632-4949) at least
72 hours prior to commencing construction in order that existing
utilities in the area may be flagged and staked. Contractor shall use
all care necessary when working in areas known or suspected to
contain underground utilities, including hand digging.
7. The contractor is responsible for relocating any existing utilities that
conflict with the proposed construction. In addition, the contractor is
responsible for repair and replacement of any utilities, curb and gutter,
pavement, etc. that may be damaged during construction. Damaged
items shall be repaired to at least the quality of the original
workmanship. The contractor shall field verify depth of existing utilities
and relocate if proposed grading causes utility cover to be less than
minimum required.
8. All temporary erosion control measures shall be inspected after each
rain event and necessary repairs shall be done as required.
9. Contractor to install Knox Box.
SITE INFORMATION
LOCATION: 3471 JOYNER ROAD
ELM CITY, NC 27822
COUNTY: NASH COUNTY
TOTAL SITE ACREAGE: 45.91 Ac.
ZONING: RA-40
MINIMUM BUILDING SETBACKS:
FRONT: 50'
SIDE: 5'
REAR: 5'
EXISTING USE- RECREATIONAL PARK
PROPOSED USE:RECREATIONAL PARK
TOTAL BUILDING SIZE: TO BE DETERMINED
REQUIRED PARKING:
TO BE DETERMINED
PARKING PROPOSED:
EX. PARKING
114
REGULAR 9x19'
95
H.C. (REGULAR)
1
H.C. (VAN ACCESSIBLE)
_4
TOTAL:.
214
PIN:
3717 0024 7759
PARCEL ID:
023297
EX. IMPERVIOUS AREA:
7.81 Ac. (17.01%)
PRO. IMPERVIOUS AREA:
94,644 SF 2.17 Ac.
TOTAL IMPERVIOUS AREA:
9.98 Ac. (21.74%)
RIVER BASIN:
TAR-PAMLICO
DISTURBED AREA:
10.98 Ac.
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REVISIONS
3/30/23 COMMITTEE REVIEW
6/23/23 PLANNING REVIEW
7/14/23 BID SET
7/26/23 BID ADDENDUM #1
9/19/23 Contract Revisions
FILE NO. 2022-015
HORZ. SCALE:
NONE
VERT. SCALE:
NONE
The [county] parks will be filled with boys and girls. They will play in the [county's] open parks. Zechariah 8:5 (ISV)
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SCALE: 1 " = 80'
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REVISIONS
3/30/23 COMMITTEE REVIEW
6/23/23 PLANNING REVIEW
7/14/23 BID SET
9/19/23 Contract Revisions
FILE NO.: 2022-015
HORZ. SCALE:
1"=80'
VERT. SCALE:
N/A
s
The [county] parks will be filled with boys and girls. They will play in the [county's] open parks. Zechariah 8:5 (ISV)

BEFORE YOU DIG,
CALL
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NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
VE7LMD AND BUFFER IMPACT TABLE
WETLAND IMPACTS
RIPARIAN BUFFER IMPACTS
TEMP. CHANNEL
LINEAR IMPACT
TEMP. CHANNEL
AREA IMPACT
PERM. CHANNEL
LINEAR IMPACT
PERM. CHANNEL
AREA IMPACT
TEMP. JURISDICTION
WETLAND IMPACT
PERM JURISDICTION
WETLAND IMPACT
PERMANENT —NO
PERMANENT LOSS
PERM. ZONE
ONE IMPACT
PERM. ZONE
TWO IMPACT
TOTAL PERM.
IMPACT
IMPACT NUMBER:
— —
— — —
00000000
IMPACT NO. ONE
-
—
—
317.42 SF
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WETLAND
IMPACT EXHIBIT
REVISIONS
3/30/23 COMMITTEE REVIEW
6/23/23 PLANNING REVIEW
7/14/23 BID SET
7/26/23 BID ADDENDUM #1
9/19/23 Contract Revisions
9/29/23 Wetland Impacts
FILE NO. 2022-015
HORZ. SCALE:
NONE
VERT. SCALE:
NONE
The [county] parks will be filled with boys and girls. They will play in the [county's] open parks. Zechariah 8:5 (ISV)
Exhibit 1

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
U - - U SANDBAGS (TYP,)
0 0 OR STAPLES
10 MIL
0 SILT FENCE SIDE SLOP LININGIC SANDBAGS (TYP,)
(TYP, LINING STAPLES
0
0 CD CD 0 ZXa
A t
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18'X24' MIN.)
WASHOUT
PLAN
SECTI❑N A -A
N❑TESL
1, ACTUAL LOCATION DETERMINED IN FIELD
2, THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR
S❑LID REACHES 75% OF THE STRUCTURES
CAPACITY,
3.C❑NCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
10 MIL
PLASTIC
TDE
NIP
(TYPJ
A
SECTION I
SANDBAGS (TYPJ NOTES,
OR STAPLES 1, ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18'X24' MIN.) 2. THE CONCRETE WASHOUT
WASHOUT STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR S❑LID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
PLAN 12 INCHES OF FREEBOARD.
3,CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS (TYP,)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
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NPDES NOTES
REVISIONS
3/30/23 COMMITTEE REVIEW
6/23/23 PLANNING REVIEW
7/14/23 BID SET
9/19/23 Contract Revisions
FILE NO. 2022-015
HORZ. SCALE:
NONE
VERT. SCALE:
NONE
The [county] parks will be filled with boys and girls. They will play in the [county's] open parks. Zechariah 8:5 (ISV)
I
L J

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.411
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the tmeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
e
Within 24 hours, an oral or electronic notification.
deposition in a
e
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
.
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
.
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
.
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
.
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
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F
O. 2022-015
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The [county] parks will be filled with boys and girls. They will play in the [county's] open parks. Zechariah 8:5 (ISV)
I
L J

EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is for construction of the Nash County Miracle Park PH 2 at Coopers.
The property is currently owned by Nash County. The site is currently undeveloped and development
will include multiple ball fields, other park amenities and the associated parking and SCMs.
Approximately 10.98 acres will be disturbed during construction. The maximum cut/fill will be 6-8 feet.
The ,project is scheduled to begin construction in late 2023 with project completion and final
stablliza-tion by summer 2024. The erosion and sediment control program for this project will include
the installation of a suitable construction entrance, silt fence, outlet protection,
and skimmer basins with temporary seeding of the site.
ADJACENT PROPERTY
The uphill adjacent property is residential land while downstream of the site is agricultural land.
SOILS
The soil at this site is a sandy clay.
EROSION AND SEDIMENT CONTROL MEASURES
All vegetative and structural erosion and sediment control practices shall be constructed and
maintained by the contractor according to these plans and specifications and the minimum
standards of the Dept. of Environmental Management, Land Quality Section and Nash
County. The contractor shall also follow any additional requirements as outlined by the Project
Engineer.
Structural Practices
1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved
roads.
2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a
minimum, a temporary gravel construction entrance shall be provided as shown on this
drawing.
3. Silt Fence: Silt fences shall be provided where shown and as needed on the site plan. These
barriers shall be used to contain sediment.
4. Rip Rap/Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in
the details. The basin is to be placed below the existing ditch flow line by 2' with the berm built
above as dimensioned.
Management Strategies
1. Perimeter measures are to be installed prior to grubbing or grading.
2. Tail Ditches shall be stabilized immediately following their construction. As an alternate, rock
check dams may be provided at their outlets and/or the terminal downstream end of
disturbance until ground cover is implemented.
3. Stockpile and/or waste areas must be maintained within the limits of the areas protected b the
proposed measures and otherwise temporarily seeded if to be left stockpiled over 15 calender days.
4. Construction shall be planned so that grading operations can begin and end as quickly as
9ossible.
. Silt Fences shall also be installed prior to or as a first step in construction.
6. The Contractor shall be responsible for the installation and maintenance of all erosion and
sediment control practices.
Vegetative Ground Cover
Immediately following grading, all areas shall receive either permanent or temporary seeding, as
applicable, as follows:
Site Area Description:
Stabilization Time Frame:
Stabilization Time Frame Exceptions:
Perimeter dikes, swales,
7 Days
None
ditches & slopes.
High Quality Water (HQW)
7 Days
None
Zones.
Slope steeper than 3:1
7 Days
If slopes are 10' or less in length & are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter.
14 Days
7 Days for slopes greater than 50 feet
in length.
All other areas with slopes
14 Days
None (Except for perimeters and HQW
flatter than 4:1
Zones)
TEMPORARY SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES
WINTER/EARLY SPRING - RYE (GRAIN)
KOBE LESPEDEZA
SUMMER - GERMAN MILLET
RATE (LB/ACRE)
120
50
40
MULCH/TACKING AGENTS
APPLY 4,000 LB/ACRE GRAIN STRAW. ANCHOR STRAW BY TAKING WITH ASPHALT, NETTING, OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
PERMANENT SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
BERMUDA 100
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15 ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
FLOW -
SEDIMENT STORAGE AREA -
(SEE PLANS FOR DIMENSIONS)
BERM MAY BE EITHER HORSESHOE OR -
RECTANGULAR. FOR RECTANGLE BERM
SPILLWAY MAY BE BUILT BETWEEN THE
TWO SIDE BERMS.
o"'w^v
EXISTING
EMBANKMENT
SPILLWAY WIDTH PER SCHEDULE
OR AS NOTED ON PLANS.
1'
2' MIN
R = 0.75 WIDTH OF SPILLWAY
MIN,
(IF RECTANGLE THEN 0.5 SPILLWAY WIDTH)
CARRY RIP -RAP UP
N u
�r]
PER SCHEDULE OR AS NOTED ON
-SIDES OF SPILLWAY
`v
i
PLANS, BUT NOT LESS THAN 1.5'
NCSA #5 STONE
1 (MAX) K
Cu
-----�
nt
1
I/
FLOW-
Cu
- PIPE -
CLASS I RIP RAP
-------- __J
8' MIN
ARC FILTER //1/LET PROTECT/OM
NOT TO SCALE
1. Clear the area of all debris that might hinder excavation and disposal of spoil.
2. Install the Class B or Class l riprap in a semi -circle around the pipe inlet. The stone should be built up higher on
each end where it ties into the embankment The minimum crest width of the riprap should be 3 feet, with a minimum
bottom width of 11 feet. The minimum height should be 2 feet, but also 1 foot lower than the shoulder of the
embankment or diversions.
3. A 1 foot thick layer ofNC DOT #5 or#57 stone should be placed on the outside slope of the riprap.
4. The sediment storage area should be excavated around the outside of the stone horseshoe 18 inches below natural
grade.
5. When the contributing drainage area has been stabilized, fill depression and establish final grading elevations,
compact area property, and stabilize with ground cover
MAINTENANCE
Inspect arc filter inlet protection at least weekly and after each significant (112 inch or greater) rainfall ewnt and repair immediately. Remove
sedbnent and restore the sediment storage area to its orighol dimensions when the sedbnent has accumulated to one-half the design depth
of the trap. Place the sedument that is removed in the designated disposal area and replace the contaminated part of the grow: facing.
Check the structure for damage. Any riprap displaced from the stone horseshoe must be replaced immediately.
After o// the sediment producing areas have been permanently stob/lized remove the structure and a// the unstable sediment. Smooth the
area to blend with the ad/oining areas and provide permanent ground cover (Surface StablAzotion).
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TEST IS NOT AVAILABLE APPLY 2 TONS/ACRE AGRICULTURAL
GRADE LIMESTONE AND 1,000 LBS/ACRE OF 10-10-10 FERTILIZER, OR APPLY 3,000-5,000 LB/ACRE SEDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG 15, ADD 25 LB/ACRE RYE (GRAIN).
Maintenance
1. Reseed and mulch bare spots larger than 9 square feet limited to 5% maximum of site area.)
2. Maintain all seeded areas until uniform stand Is acceptable.
3. If growth is not established by final project inspection, continue specified attention until the
stand is acceptable.
4. Correct and repair all undue settling and erosion within 1 year after final inspection.
5. Remove from the site, all erosion control structures after complete stabilization at end of
construction period.
6. Remove silt from sediment pits and from behind check dams when silt is within half depth of
the pit or spillway. Dispose of in an area where silt cannot re-enter pit / trap.
Calculations
The practice utilized for the proposed site did require formal calculations. Calculations have been
provided.
OWNER
Nash County
120 W. Washington Street
NASHVILLE, N.C. 27856
PHONE: [phone]
CONSTRUCTION SEQUENCE:
1. Obtain erosion control plan a roval prior to beginning land disturbance. Contact NCDE at 919.791.4200
P PP P 9 9 Q
to notify inspector of start date prior to disturbance.
2. The Contractor is responsible for Erosion and Sediment Control Measure maintenance throughout the construction
and until the project has been permanently stabilized and released from requirements of the land disturbing permit.
J. Install permit box and rain guage. Place a copy of all permits, approved plans and Erosion Control Inspection
Reports in Permit Box.
4. Construct the Construction Entrance as shown on the approved plans. Maintain the entrance daily to
ensure mud is not being tracked offsite. if mud is tracked offsite, remove immediately and replace stone in
construction entrance.
5. Install Silt Fence and Silt Fence Outlets as shown.
6. Install FES #1 to DI #2 for Skimmer outlet to connect to outlet structure at elevation 180.00..
7. Install Skimmer Sediment Basins with Baffles, Skimmer, Stone Entrances and Weir as shown along with
Temporary Diversions. Seed Skimmer Basin immediately upon installation. Seed and mat Temporary Diversions
immediately upon installation.
8. Clear and Grub wooded areas as shown on plans.
9. Remove existing items as shown on Demolition Plan.
10. Begin Stripping of Topsoil and Grading. Any borrow material brought onto this site must be from a legally
operated mine or other approved source. Any soil waste that leave this site can be transported to a permitted
mine or separately permitted construction sites without additional permits under NCGS 74-49(7)(d).
Disposal at any other location would have to be included as a permit revision for this approval.
11. Berm slopes shall be seeded within 7 days of grading.
12. Seed, Straw and Tack all ditches and slopes steeper than 3.• 1 within 7 days.
13. Install Concrete Truck Washout.
14. Begin installing storm drainage with inlet and outlet protection as shown. Do not allow sediment to enter
the storm drain system.
15. Begin Conduits, Water Lines and any other utilities.
16. Install Sidewalk and Walking Trail as shown.
17. Install CABC and Asphalt in drive and parking as shown.
18. Once Grading Activities are complete in any area, begin seeding or sprigging per the seeding table or
sprigging notes.
19. Install all fixtures and Finishes including fences, benches, water fountains, trash receptacles, etc.
20. Once site is completely stabilized with a good stand of grass, contact NCOE0 for approval to remove
Erosion Control Measures.
21. Once approved, dewater sediment basins using a silt bag. Disconnect Skimmer from Dl #2 plug and grout invert.
22. Once all Erosion Control Measures have been removed, seed straw and tack any remaining disturbed areas.
COA/CRETEA84104 rW,MAA 0!/T
NOT TO SCALE
STAKE
10 MIL
LINING
BIM HIM
WATER
W W W W W W W W W W jW W W W W W W .
RAP W W W W W W W W W W /W W W W W W W`
\( W
�• INSERT DISCHARGE /
HOSE V INTO BAG / W W
IEYMTIAIG BIG W W W
=W . W WWW WWWWWW\WWWW `W`WWW
W W W W W W W WWWW W
W=_ W W W W W
W W W W
WRAP ROPE
W TIMES
Installation and Use:
1. Place Dewatering Bag on the ground or on a trailer over a relatively level,
stabilized area.
2. Insert discharge pipe a minimum of 5ft. inside dewatering bag and secure
with a rope wrapped 6 times around the snout over a 6 inch width of the
bag.
3. Replace Dewatering Bag when half full of sediment or when the sediment
has reduced the flow rate of the pump discharge to an impractical amount.
Maintenance and Disposal:
1. Remove and dispose of accumulated sediment away from waterways or
environmentally sensitive areas. Slit open Sediment Bag and remove
accumulated sediment. Dispose of bag at an appropriate recycling or solid
waste facility. OR; as directed by engineer or inspector.
OEMTER/N9B.40
NOT TO SCALE
PLYWOOD PAINTED WHITE
BLACK LETTERS 6" TALL
CONCRETE
WASHOUT WOOD POST
T GROUND LEVEL
CONSTRUCTION SPECIFICATIONS.
I� 1. CONCRETE WASHOUT SIGN SHALL BE INSTALLED NO FURTHER THAN 25' FROM THE
FACILITY AND SHALL BE VISIBLE TO ALL CONSTRUCTION TRAFFIC.
2. POLYETHYLENE SHEETING SHALL BE 10 MILS FREE OF HOLES, TEARS, OR LEAKS.
MAINTENANCE.•
FACILITY SHALL NOT BE FILLED MORE THAN 12" FROM THE TOP BEFORE DISPOSING OF
CONCRETE. CONCRETE SHALL BE DISPOSED OF IN THE SAME MANNER AS OTHER
NON-HAZORDOUS MATERIALS FROM THE SITE OR MAY BE BROKEN UP AND USED AS
FILL IN NON-STRUCTURAL AREAS.
STAPLE (2 PER BALE) SILT FENCE
10 MIL PLASTIC LINING STRAW BALE
METAL STAKE (2 PER BALE)
TENNIANJ4l9Y01YERSMAff N/THEXCEL S/0l9/1 d,ff/NO
NOT TO SCALE
CONSTRUCTION SPECIFICA 77ONS-
1 REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THA T THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS
J. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS
MAINTENANCE.
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULL Y CHECK OUTLETS AND MAKE TIME Y REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE
IT
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CONSTRUCTION SPECIFICATIONS:
1. APPLY SEED, STRAW AND TACK WITH RS OR CRS
LIQUID EMULSIFIED ASPHALT AT A RATE EQUAL TO 10
GAL. PER 1000 S.F. COVER W/EXCELSIOR MATTING.
2. STAPLE EVERY 24" ALONG PERIMETER EDGES AND
OVERLAPS. STAPLE EVERY 36 TO 48 RANDOMLY TO
SECURE MATTING.
EXCELS/OR NA ITING
NOT TO SCALE
FLOW
18"
0
FLOW
/f, 4/RON, 4/RECLOT/fl & OR.4Y,EL /A/LETPROTECT/ON
NOT TO SCALE
(CONVERT TO FILTER SOCK ONCE CURB OR SIDEWALK IS POURED)
5'-0" METAL POSTS
2'-0" IN GROUND
CONSTRUCTION SPECS
4' MAX
1. Uniformly grade a shallow depression approaching the inlet.
2. Drive 5-foot steel posts 2 feet into the ground surrounding the inlet.
19-GUAGE GALVANIZED
apart.
3. Space posts evenly around the perimeter oftheinlet, amaximum of4feet apa
HARDWARE WIRE WITH
4. Surround the posts with wire mesh hardware cloth. Secure the wire mesh to the steel
posts at the top, middle, and bottom. Placing a 2-foot flap of the wire mesh under the gravel for
MESH OPENING TO EXTEND
anchoring is recommended.
FROM TOP OF BOX TO 2'
5. Place clean gravel (NC DOT #5 or #57 stone) on a 2:1 slope with a height of 16 inches
ABOVE THE GROUND
around the wire, and smooth to an even grade.
6. Once the contributing drainage a area has been stabilized remove accumulated sediment,
and establish final grading elevations.
#5 OR # 57 WASHED STONE
-,
7. Compact the area properly and stabilized it with groundcover
PLACED TO A HEIGHT OF
16" ABOVE TOP OF BOX,
AT A 2:1 SLOPE r[o
_<Xeo00
O
TURNDOWN NETTING
MINIMUM BURY 6"
OVERLAP NETTING
MINIMUM OVERLAP 181,
TYPICAL STAPLE
USE #6 GAUGE WIRE
CONSTRUCTION SPECIFICATIONS:
Inspect all mulches periodically, and after
rainstorms to check for rill erosion, dislocation or
failure. Where erosion is observed, apply additional
mulch. If washout occurs, repair the slope grade,
reseed and reinstall mulch. Continue inspections
until vegetation is firmly established.
MAINTENANCE.
Inspect inlets at least weekly and after each significant (% inch or greater)
rainfall event. Clear the mesh wire of any debris or other objects to provide
adequate flow for subsequent rains. Take care not to damage or undercut the
wire mesh during sediment removal. Replace stone as needed.
P/PEOUTLIFFAROTECT/ON
NOT TO SCALE
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
_!�•%�l�•%%�1� III
� r
M U
PLAN VIEW
�LoF7
a
FILTER BLANKET
OR (MIRAFI 140N) SECTION A -A
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
Lo
11
11
1
a
I
FILTER BLANKET
OR (MIRAFI 140N) SECTION A -A
PIPE OUTLET TO
WELL-DEFINED CHANNEL
GENERAL NOTES:
1. La = THE LENGTH OF THE RIP RAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS
TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RIP RAP AND SOIL FOUNDATION.
5. FLARED END SECTION IS OPTIONAL. SEE PLANS FOR REQUIREMENT.
6. SEE PLAN AND PROFILES FOR ACTUAL DIMENSIONS.
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19843
FIVGIN���:
41��HAEL 5�
6/2/23 J
EC NOTES
AND DETAILS
REVISIONS
3/30/23 COMMITTEE REVIEW
6/23/23 PLANNING REVIEW
7/14/23 BID SET
9/19/23 Contract Revisions
FILE NO. 2022-015
HORZ. SCALE:
NONE
VERT. SCALE:
NONE
The [county] parks will be filled with boys and girls. They will play in the [county's] open parks. Zechariah 8:5 (ISV)
D-03

SArINNER SEDINFVTAM)V
NOT TO SCALE
ARM ASSEMBLY
"C" ENCLOSURE
10�
WATER ENTRY UNIT
PERS,AWAY, FY1,Eff
NOT TO SCALE
PVC END CAP ROPE FOR PVC VENT
PVC ELBOW SKIMMER PIPE SCHEDULE 40 PVC PIPE
RETRIEVAL
WATER SURFACE
SCHEDULE 40 PVC PIPE \
PVC END CAP PVC PIPE `ORIFICE PLATE
PVC TEE 1/2" HOLES IN FLEXIBLE HOSE PVC TEE
UNDERSIDE
o�0acx�o
7
END VIEW FRONT VIEW BOTTOM SURFACE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
STRUCTURE BAFFLES
DEWATERING / \
ZONE
FILTER FABRIC _
SEDIMENT STORAGE
ZONE CROSS-SECTION VIEW
NOT TO SCALE
1' FREEBOARD
1000,
6" MIN. INVERT ELEVATION OF
EMERGENCY SPILLWAY
ROPE FOR
SKIMMER
RETRIEVAL
EMERGENCY SPILLWAY WITH
IMPERVIOUS LINER
ROPE FOR
SKIMMER
RETRIEVAL
EMBANKMENT
EMERGENCY
SPILLWAY
DI J2
SKIMMER IN: 180.00
INV OUT (36"): 179.17
CONSTRUC110N SPECIFICA110NS•
1. Clear, grub, and strip the area under the embankment of all vegetation Gnd root mat. Remove all surface soil containing high amounts of organic matter and
stockpile or dispose of it ro en . Haul all ob • ctionoble material to the designated disposal area. Place temporary sediment control measures below basin as needed.
P P P P y le 9 P P y
2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other objectionable material. Place the All in lifts not to exceed
9 inches, and machine compact it. Over All the embankment 6 inches to allow for settlement.
J. Shope the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating G shallow pit under the skimmer or providing a
low support under the skimmer of stone or timber.
4. Place the barrel (t)picolly 4-inch Schedule 40 PVC pipe) on o firm, smooth foundation of impervious soil. Do not use pervious material such as sand, gravel, or
crushed stone as bockfill around the pipe. Place the fill material around the pipe Spillway in 4-inch layers and compact it under and around the pipe to at least the
same density as the adjacent embankment. Care must be taken not to raise the pipe from the firm contact with its foundation when compacting under the pipe
haunches.
Place a minimum depth of 2 feet of compacted bockfill over the pipe spillway before crossing it with construction equipment. In no case should the pipe conduit be
installed by cutting a trench through the dam after the embankment is complete.
5. Assemble the skimmer following the manufacturers instructions, or as designed.
6. La the assembled skimmer on the bottom of the basin with the flexible • int at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe andposition
y to PP M PP P
the skimmer over the excavated pit or support. Be sure to attach a rope to the skimmer and anchor it to the side of the basin. )his will be used to pull the
skimmer to the side for maintenance.
7. Earthen spillways - Install the spillway in undisturbed soil to the greatest extent possible. The achievement of planned elevations, grade, design width, and entrance
and exit channel slopes ore critical to the successful operation of the spillway, the spillway should be lined with laminated plastic or impermeable geotextile fabric, the
fabric must be wide and long enough to cover the bottom and sides and extend onto the top of the dom for anchoring in a trench. The edges may be secured with
8-inch staples or pins, the fabric must be long enough to extend down the slope and exit onto stable ground. The width of the fabric must be one piece, not joined
or spliced; otherwise water can get under the fabric. If the length of the fabric is insufficient for the entire length of the spillway, multiple sections, spanning the
complete width, may be used, the upper sections) should overlap the lower section(s) so the water cannot flow under the fabric. Secure the upper edge and sides of
the fabric in G trench with staples or pins.
8. Inlets - Discharge water into the basin in G manner to prevent erosion. Use temporary slope drains or diversions with outlet protection to divert sediment -laden
water to the upper end of the pool area to improve basin trap efficiency.
PP P P P
9. Erosion control - Construct the structure so that the disturbed area is minimized. Divert surface water away from bare areas. Complete the embankment before the
area is cleared. Stabilize the emergency spillway embankment and all other disturbed areas above the crest of the principal spillway immediately after construction.
10. Install porous baffles as specified.
11. After oil the sediment producing areas have been permanently stabilized, remove the structure and all the unstable sediment. Smooth the area to blend with the
adjoining areas and stabilize properly.
MAINTENANCE.-
Inspect skimmer sediment basins at least weekly and after each significant (one-half inch or greater) rainfall event and repair immediately. Remove sediment and
restore the basin to its original dimensions when sediment accumulates to one-half the height of the first baffle. Pull the skimmer to one side so that the
sediment underneath it can be excavated. Excavate the sediment from the entire basin, not just around the skimmer or the first cell. Make sure vegetation
growing in the bottom of the basin does not hold down the skimmer.
Repair the baffles if the are damaged. Re -anchor the baffles if water is flowing underneath or Ground them.
P y 9 9
If the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make the skimmer bob up and down and dislodge the debris
and restore flow. If this does not work, pull the skimmer over to the side of the basin and remove the debris. Also check the orifice inside the skimmer to see
if it is Clogged,, if so, remove the debris.
if the skimmer orm or barrel pipe is clogged, the orifice can be removed Gnd the obstruction cleared with a plumber's snake or by flushing with water. Be sure
and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs with fabric that spans the full width of the Splllwoy. Check the embankment, Spillways,
and outlet for erosion damage, and inspect the embankment for piping and settlement Make all necessary repairs immediately. Remove all trash and other debris
from the skimmer and pool areos.
Freezing weather can result in ice forming in the basin. Some special precautions should be taken in the winter to prevent the skimmer from plugging with ice.
Maintenance Notes:
1. Do not let any area remained exposed for more than 7 or 14 calendar days according to chart without
applying temporary seeding.
2. Maintain all erosion control measures daily and reseed disturbed areas as needed.
3. Inspect all erosion control measures weekly and after each rainfall event. Repair as needed.
4. At the end of each day's storm drainage operation, construct a temporary pipe inlet protection device until
the next day's operation continues.
SUPPORT ROPE TO SUPPORT POST, STAKE TO
STAPLED OR TRENCHED INTO
BOTTOM OR SIDE
SED BASIN BAFFLES
SCALE: N.T.S.
SET CLEAN -OUT J 1.5' III =
srAKE AT 1/2 -�I 1 I -I 1 I -I I I =_ -= I 1=1! 1=1 I I I I 1 "-
P/T VOLUME 1: 1 `vj 1-1 I 1 � , II I- I I I _I 11TII I M III .I I FlL TER FABRIC
II1-
CROSS SECTION
OVERFILL 6"
DESIGN 1 FOR SETTLEMENT
. rL
SETTLED TOP
SEE EROSION CONTROL PLAN
FOR ACTUAL PIT DIMENSIONS
�/�� u? MR\
I 4' MIN.
J' MIN.
STONE SECTION
GENERAL NOTES:
1. Clear, rub and strip the area under the embankment of all vegetation and root mat. Remove all
,9 P g
surface soil containing high amounts of organic matter and stockpile or dispose of it properly. Haul
all objectionable material to the designated disposal area.
2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and
other objectionable material. Place the fill in lifts not to exceed 9 inches and machine compact it.
Over fill the embankment 6 inches to allow for settlement.
3. Construct the outlet section in the embankment. Protect the connection between the riprap and the
soil from piping by using filter fabric or a keyway cutoff trench between the riprap structure and
the soil.
Place the filter fabric between the riprap and soil. Extend the fabric across the spillway
foundation and sides to the top of the dam; or
Excavate a keyway trench along the centerline of the spillway foundation extending up the
sides to the height of the dam. The trench should be at least 2 ft. deep and 2 ft. wide
with 1:1 side slopes.
4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment cleanout.
5. All cut and fill slopes should be 2:1 or flatter.
6. Ensure that the stone (drainage) section of the embankment has a minimum bottom width of 3 ft.
and a maximum side slopes of 1:1 that extend to the bottom of the spillway section.
7. Construct the minimum impermeable lined spillway bottom width, as shown on the plans, with 2:1 side
slopes extending to the to of the over filled embankment. Kee the thickness of the sides of the
P g P P
spillway outlet structure at a minimum of 21 inches. The weir must be level and constructed to
grade to assure design capacity.
8. Ensure that the impermeable spillway outlet section extends downstream past the toe of the embankment
until stable conditions are reached and outlet velocity is acceptable for the receiving stream. Keep
the edges of the outlet section flush with the surrounding ground and shape the center to
confine the outflow stream (References: Outlet Protection).
9. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage
the embankment.
10. Stabilize the embankment and all disturbed areas above the sediment pool and downstream from the
trap immediately after construction (References: Surface Stabilization).
11. Show the distance from the top of the spillway to the sediment cleanout level (one-half the design
depth) on the plans and mark it in the field.
SEDIMENT BASIN
SCALE: N.T.S.
EMERGENCY
BY-PASS
6" BELOW
SETTLED
TOP OF DAM
NA TURAL
GROUND
Ne,WrW,4rTLE
NOT TO SCALE
COMPACTED FILL
FILTER FAB
£X7ENSION OF FABRIC
AND WIRE INTO 7R£NCH
S/LTFENCEOUTLfir
NOT TO SCALE
12" OF #57
i
SILT FENCE
WASHED STONE
1'-8" MIN. SEE PLAN
CLASS B
EROSION CONTROL
S�Op� STONE
2:1
2' MIN. FILTER SILT FENCE SILT FENCE
FABRIC
IND LINE
CROSS SECTION nrr ^' TOP VIEW
WOODEN STAKE WITH WATTLE
ANCHORED TO THE TOP IT' nlAnnGTr:D cTDAIAI MI 1 Gn WATTI G
WOODEN STAKE
1
FILTER FABRIC
OR DITCH LINER
8" FABRIC STAPLE
18"
PROFILE VIEW
12" DIAMETER STRAW FILLED
WATTLE FASTENED TO WOODEN
STAKE BY NAIL OR STAPLE
DITCHLINE
FLOW /
18"
6" COVER
COMSTRUCT/ONENTi�ANCE
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD OR EXTRA STRENGTH
SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
INCHES ABOVE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE).
J. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET
MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO
THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE
BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON
THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD
HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF
8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE
GROUND A MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT
REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC
DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50
POUND TENSILE STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE
TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
CONSTRUCTION SPECS.•
1. CLEAR & GRUB THE AREA AROUND THE SILT FENCE
OUTLET AND PROPERLY DISPOSE OF DEBRIS.
2. PLACE GRAVEL TO THE SPECIFIC GRADE AS SHOWN
PER THE DETAIL.
J. PROPERLY OVERLAP STONE BEYOND EDGES OF SILT
FENCE OPENING.
MAIN TENANCE,
INSPECT OUTLETS WEEKLY AND AFTER EACH RAIN EVENT.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA
AND REPAIR AS NEEDED. CAREFULLY CHECK OUTLETS
FOR EROSION AND REPAIR IMMEDIA TEL Y. ENSURE THERE
IS NO SCOURING APPARENT DOWNSTREAM OF OUTLET.
IMMEDIA TEL Y STABILIZE ANY AREAS THAT NEED REPAIR.
CONSTRUCTION SPECS:
1. Wattles should be located as shown on the erosion and sedimentation
control plan.
2. Prior to installation, clear all obstructions including rocks, clods, and other
debris greater than one inch that may interfere with proper function of the
wattle.
3. Wattles should be installed parallel to the toe of a graded slope a
minimum of 10 feet beyond the toe of the slope. Wattles located below flat
areas should be located at the edge of the land -disturbance. The ends of the
Wattles should be turned slightly up slope to prevent runoff from going around
the end of the socks.
4. Fill wattle netting uniformly with compost to the desired length such that logs
do not deform.
5. Oak or other durable hardwood stakes 2" X 2" in cross section should be
driven vertical) lumb through the center of the wattle. Stakes
should be placed pat a maximuum interval of 4 feet or a maximum interval of 8
feet if the sock is placed in a 4 inch trench. See figure 6.66b. The stakes
I. VVF11 I LCJ JrlF1LL DC rILLCL/ VV11 n o I rtAW should be driven to a minimum depth of 12 inches, with a minimum of 3
OR OTHER APPROVED MATERIAL inches protruding above the wattle.
2. SPACING FOR WATTLES SHALL BE 6. In the event staking is not possible (i.e., when wattles are used on pavement)
heavy concrete blocks shall be used behind the wattle to hold it in place during
DETERMINED BY THE SITE ENGINEER. runoff events.
OR EVERY 50 FEET. 7. If the wattle is to be left as part of the natural landscape, it may be
seeded at time of installation for establishment of permanent vegetation using
3. WATTLES MAY BE USED FOR the seeding specification in the erosion and sedimentation control plan.
PROTECTION OF CATCH BASINS AND 8. Watfles are not to be used in perennial or intermittent streams
DROP INLETS WITH APPROVAL BY THE
ENGINEER.
MAINTENANCE:
Inspect wattles weekly and after each significant rainfall event (1/2 inch
or greaterre). Remove accumulated sediment and any debris. The wattle
must be laced if clogged or torn. If ondin becomes excessive the wattle may
need to bereplacedwifhga larger diameter or a different measure. the wattle y
needs to be reinstalled if undermined or dislodged. The wattle shall be
inspected until land disturbance is complete and the area above the measure has
been permanently stabilized.
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND
PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS AND SMOOTH IT.
J. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO
SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE.•
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
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41 .'
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�16/2/'23
EC NOTES
AND DETAILS
REVISIONS
3/30/23 COMMITTEE REVIEW
6/23/23 PLANNING REVIEW
7/14/23 BID SET
9/19/23 Contract Revisions
FILE NO. 2022-015
HORZ. SCALE:
NONE
VERT. SCALE:
NONE
The [county] parks will be filled with boys and girls. They will play in the [county's] open parks. Zechariah 8:5 (ISV)
I �
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WIDTH VARIES PER SITE PLAN
NOTES:
1. PROVIDE 3/16" WIDE x 3/4" DEEP SCORE
5-0" O.C.
2. PROVIDE 1/2" EXPANSION JOINT AT 30'-0"
3. USE 4000 P.S.I. CONCRETE AIR ENTRAINED
4. ALL PARKING LOT GRADES ARE TO TOP OF
ASPHALT. CONTRACTOR TO LEAVE GRAVEL
DOWN FOR FUTURE ASPHALT.
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i�K�s��i•il�.�•i�••i•• •
TURN DOWN SIDEWALK W/ GRAVEL PARKING
WIDTH VARIES SEE SITE PLAN
4" THICK 4,000 PSI CONC.
MAX.2.0%
IN SITU SOILS OR—/
COMPACTED FILL MATERIAL
NOTES:
1. PROVIDE 3/16" WIDE x 3/4" DEEP SCORE
5-0" O.C.
2. PROVIDE 1/2" EXPANSION JOINT AT 30'-0$$
3. USE 4000 P.S.I. CONCRETE AIR ENTRAINED
4. ALL GRADES REPRESENT THE TOP, FINISHED
GRADE OF CONCRETE OR ADJACENT
GROUND SURFACES.
CONCRETE PAVED WALKING TRAIL
LIGHT DUTY
FLEXIBLE PAVEMENT
NOT TO SCALE
2" SF9.5f
ASPHALT
6" CABC
COMPACT—
SUBGRADE
(SIDEWALKS)
LIGHT DUTY RIGID
NOT TO SCALE
4000 PSI CONC.
© 28 DAYS :...• �:..;' ',.
4" THICK 14
COMPACTED
SUBGRADE
PAVEMENT SECTIONS
WIDTH VARIES SEE SITE PLAN
4" THICK COMPACTED SCREENINGS
MAX.2.0%
IN SITU SOILS OR
COMPACTED FILL MATERIAL
HEAVY DUTY RIGID
NOT TO SCALE
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NOTES:
1. SCREENINGS TRAIL SHOULD BE INSTALLED
FLUSH WITH SURROUNDING GRADE AND
SHOULD IN NO CASE CAUSE THE PONDING
OF WATER AND SHOULD PROVIDE POSITIVE
DRAINAGE.
ALL GRADES REPRESENT THE TOP, FINISHED
GRADE OF CONCRETE OR ADJACENT
GROUND SURFACES.
SCREENINGS WALKING TRAIL
2'—(
MIN.
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4'-8" 5'-4"
10'-0"
DIRECTIONAL ARROW
ELEVATION
1" DIA. GALV.
STEEL PIPE
CASING
oN 4" DIA. SCH. 40
STEEL PIPE
(PAINTER BLACK)
FINISH FLOOR
OR GRADE
1 1 /2" CHAMFER
;OURSE
IVUIL:
ANCHOR RODS TO BE SLEEVED OR
GREASED THRU CONC. CURBS TO
PERMIT REL OCA TION OF CURBS.
7
N.T.S.
FIRM EARTHII-
12" DIA. CONC.
AROUND 4" DIA.
STEEL PIPE
3/4" WATER —
PIPE
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BASE COURSE
WHEEL STOP
WATER HYDRANT
WOODFORD MODEL W34
WITH NON—FREEZING
VACUUM BREAKER
3/4" THREADED MALE
HOSE NOZZLE
CONC. CAP
CLI
SAND FILLED uh
//. VARIE:
0
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VALVE BODY
12" * RARKING AREA
�1 1 /2" CHAMFER
2—#3 BARS
BITUMINOUS SURFACE
\\--1 /2" DIA. RODS 2'-0" LONG
SECTION A —A
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FNCINE��.'���:
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6/2/23 cJ
MISC. NOTES
AND DETAILS
REVISIONS
3/30/23 COMMITTEE REVIEW
6/23/23 PLANNING REVIEW
7/14/23 BID SET
9/19/23 Contract Revisions
FILE NO. 2022-015
HORZ. SCALE:
NONE
VERT. SCALE:
NONE
The [county] parks will be filled with boys and girls. They will play in the [county's] open parks. Zechariah 8:5 (ISV)
D-05

12"
VAN —ACCESSIBLE
VAN SIGN AT VAN
m ACCESSIBLE
SPACE ONLY
R7-8 or R7-8a
RESERVED
PARKING GREEN
GREEN
BLUE
WHITE SYMBOL
WHITE BACKGROUND
MAXIMUM R7-8D
m PENALTY
$250
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HANDICAP SIGN ON POST
5' STD. �L2.5R
8' VAN ACCESSIBLE (4 R VAN ACCESSIBLE) O
SPACE
NOTE: INSTALL 'MAT' TRUNCATED
DOMES UNLESS CONTRACTOR
PROVIDES LETTER FROM MUNICIPALITY
THAT THEY ARE NOT ALLOWED.
CONTRACTOR TO DISCUSS WITH
OWNER PRIOR TO INSTALLATION!!!
I)ISCatcher
Disc Golf Target
PERMANENT TARGET GROUND TUBE INSTALLATION
NO TE.•
Parts (included per target ALL DISC GOLF TEE BOXES AND BASKETS SHALL
BE FIELD LOCATED WITH A REPRESENTATIVE OF
location) NASH COUNTY AND OF STOCKS ENGINEERING. THE
• Installation Tube PLAN VIEW LOCATION OF THESE ITEMS ARE
APPROXIMATE AND ARE TO BE STRATEGICALLY
PLACED FOR A COMPETI TI VE DISC GOLF COURSE.
SLIP RESISTANT WARNING SURFACE MAT
RESET CONCRETE TO ENSURE MA T IS FLUSH' A T EDGES
MAXIMUM SLOPE = 12 - 1
TYPICAL SCORED ✓T.
LOCATION VARIES
�CURB•� •o
LIP OF CURB" —
45'
S�ipE
PpiN�
DIAGONAL STRIPES A
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PLAN VIEW
HANDICAP RAMP IN WALK (TYP)
GENERIC DETAIL — SEE GRADING PLAN FOR ACTUAL DIMENSIONS AND GRADES
Page 1
Installation tools and extras needed
• One Target Pole & Locking Collar
assembled from Step 1 on page 2.
• Duct or packing tape
• 60 pounds of concrete per target
• Post hole digger or auger
• Torpedo level or carpenter's level
WARNING: Before digging always contact your local utilities and property maintenance to locate any
underground lines. (Water, Gas, Electrical, Sprinkler, etc...)
SETTING THE INSTALLATION TUBE (Diagram 1)
Step 1 Dig a hole that is at least 6 inches in diameter and 24 inches deep. Most
manual post hole diggers create a 6 inch diameter hole, but if you are
installing an entire course it is maybe worth the money to rent a two man
auger with a 6 inch bit.
Step 2 Assemble one pole and locking collar according to Step 1 of Target
Assembly (see other page). Tape the bottom of the installation tube with
duct tape or packing tape to prevent any concrete getting into the tube
during installation. Place the installation tube in the hole with the tab
pointing towards the tee or line of play, (this will assure that the number
on the target faces the tee). The tab should beat, or slightly below grade
level to keep it away from lawn mower blades and to establish the correct
height for the target. Slide the target pole with locking collar attached
into the installation tube. This will keep cement out of the installation
tube while pouring. Just one pole with locking collar can be used to set
up the installation tubes for your entire course.
Step 1 Pour the concrete into the hole around the installation tube to no higher
than two inches below grade level This will allow room for a padlock (not
included). Use a level to plumb the pole on at lease: two sides 90° from
each other. A torpedo level works best. After leveling the pole, make sure
the tab still points toward the tee or line of play, clean off any concrete on
the locking tab and then carefully remove the pole from the tube.
Target Pole
Locking Collar\
Padlock
(not included
PROVIDE SUBMITTAL FOR APPROVAL PRIOR TO ORDERING
fiviva
TM
DISC GOLF
/ •
Still have questions? Give us a call.
West Coast Sales
[phone]
900 S. Dupont Ave. I Ontario, CA 91761
Top of concrete
should be 2 inches
below grade
Grade Level
Pole
Installation
-- Tube
C�
East Coast Sales
[phone]
2850 Commerce Drive I Rock Hill, SC 29730
DISCatcheir
Disc Golf Tartlet o
Parts (included per target)
• One Pole
• One Target Top (w/chains)
• One Basket
• One Locking Collar
OBSTRUCTION
�- A LEVEL & CLEAR AREA 00-
4' MIN. NOT TO EXCEED 29' A8
IN ANY DIRECTION
�OQ� o•Qo . c•
O•
71
WHEN 'X" IS LESS THAN 48" FLARED
SIDE SLOPE CANNOT EXCEED 1: 12
— TRUNCA TED DOMES ON RAMP SURFACE (MA T ONL Y)
RESET CONCRETE TO ENSURE MA T IS FLUSH' A T EDGES
TRUNCATED DOMES
NOTES:
1. DETECTABLE WARNINGS SHALL CONTRAST
VISUALLY WITH ADJOINING SURFACES,
EITHER LIGHT ON DARK OR DARK ON LIGHT
2. THE MATERIAL USED TO PROVIDE CONTRAST
SHALL BE AN INTEGRAL PART OF THE
WALKING SURFACE.
3. DOMES SHALL BE MAT. BLOCKS AND
STAMPED CONCRETE WILL NOT BE ALLOWED.
Hardware (included per target)
• Three 5/6" x 21/4" hex head bolts
• Two 1/4" x 1/4" one-way screws
• One 1/4" x 8/8" hex head bolt
• Three 5/,6"lock nuts
• One 1/4" lock nut
• One 1/4" washer
�0.2"
0.9"
SECTION A -A
Page 2
Assembly Tools and Extras
(not included)
• One padlock per target
• Two '/2"and one '/t6"wrenches or sockets
• Flat head screwdriver (short)
WAIT AT LEAST 24 HOURS AFTER POURING CONCRETE TO INSTALL ASSEMBLED TARGETS.
You must be patient enough to let the concrete set thoroughly before putting the target in. This
usually takes at least one day.
ASSEMBLING THE DISCATCHER° TARGET (Diagram 2)
Diagram 2
one-way hex head
- - screw - - bolt
_______ `M o Dtsl�atch r
mounting
holes ( target
top
I
mounting I
holes
basket
hex head __ __ ____ - -small hex
bolt .o y_. _____
bolt
mounting
holes target pole
hex head
D_________ bolt
one-way
locking tab screw
«�
installation
tube
The easiest way to assemble the DISCatcher' Target is with the pole on the ground
(the top of the main pole has mounting holes drilled within an inch of the end).
Step 1 LOCKING COLLAR -From the Diagram 2.1 Locking Collar
bottom end of the pole the locking
collar should slide onto and line up
with the bottom 3 mounting holes,
with the tab portion at the bottom (0
of the collar. Insert and tighten the
1/4" x 3/4" one-way screw into the
threaded hole above the tab. Insert
the 5/16" x 2 3/4" hex bolt through the
collar and pole and tighten locknut.
Step 2 BASKET - From the top of the pole Diagram 2.2 Basket
slide the basket down and line up 4x3/8 Bolt
the 2 holes for the hex bolt, with the
threaded hole on the same side of
the pole as the locking collar tab.
Insert 5/16" x 2 3/4" hex bolt and
tighten locknut. Apply a small
amount of threadlock to the 1/4" x
3/8" hex bolt and insert into the
threaded hole on the basket and
tighten against the pole.
Step 3 TARGET TOP - Hold up target top to Diagram 2.3 Target'rop
make sure chains hang freely and
washer
are not tangled. While holding up
target top tilt slightly and slide the
two rings at bottom of chains onto
top of pole. Be careful not to let any
chains cross between the top of the ocknut
pole and the hole in the center of
the target top, as you put the target top onto the pole. Line up the three
,��0 TM holes on the target top with the top 3 holes on the pole. Insert and
tighten 1/4" x 3/4" one-way screw into threaded hole on front of target
DISC GOLF top lining up with tab of locking collar. Start the 1/4" washer and locknut
• onto back of owe -way screw. (Do Inot tighten) Insert 5/16" x 2 3/4" hex
• • • bolt through target top and pole tighten locknut. At this point tighten
Still have questions? Give us a call. the 1/4" locknut onto one-way screw.
West Coast Sales East Coast Sales
[phone] [phone]
900 S. Dupont Ave. I Ontario, CA 91761 2850 Commerce Drive I Rock Hill, SC 29730
�f5' (4' MIN.) —I
±12' (10' MIN.)
END OF
BROOM
FINISH
5'±
SLOPES D TO DRAIN SLOPED TO DRAIN
-- --- -- -- - --- -�- -- -
4" AC J T AGGREGATE BASE J L 44 WIREM MESH
REINFORCEMENT
THROUGHOUT
SECTION
4 DISC GOLF TEE PAD
PROVIDE SUBMITTAL FOR APPROVAL PRIOR TO ORDERING
NOTE.•
ALL DISC GOLF TEE BOXES AND BASKETS SHALL BE FIELD LOCATED
WITH A REPRESENTATIVE OF NASH COUNTY AND OF STOCKS
ENGINEERING. THE PLAN VIEW LOCATION OF THESE I TEMS ARE
APPROXIMATE AND ARE TO BE STRATEGICALLY PLACED FOR A
COMPETITIVE DISC GOLF COURSE.
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MOUND AND SMOOTH
CONCRETE
PAINT
5
N.T.S.
6" DIA. STEEL PIPE
FILL W/3000 PSI
CONCRETE.
24" DIA. CONC.
ENCASEMENT
(3000 PSI)
BOLLARD
CONCRETE
ISLAND
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SEAL
19843
FNCINEQ�.'�C-3
41y�HAEL 5�
6/2/23
MISC. NOTES
AND DETAILS
REVISIONS
3/30/23 COMMITTEE REVIEW
6/23/23 PLANNING REVIEW
7/14/23 BID SET
9/19/23 Contract Revisions
FILE NO. 2022-015
HORZ. SCALE:
NONE
VERT. SCALE:
NONE
The [county] parks will be filled with boys and girls. They will play in the [county's] open parks. Zechariah 8:5 (ISV)
I �
L

PROVIDE SUBMITTAL FOR APPROVAL PRIOR TO ORDERING
MODEL 4420DB
Outdoor Tubular
Dual Station with
Pet Fountain
MOUNTING INSTRUCTIONS and
PLUMBING CONNECTIONS
Provide solid, well -drained surface to mount pedestal
fountain (concrete pad recommended) with adequate
support (300 lb. load minimum). (8) 3/8" minimum
fasteners (not included) should be attached firmly to
mounting surface in order to secure unit. (Refer to
rough -in diagram)
Modified low stream height bubbler for pet fountain.
Locate and install plumbing through ground as required.
NOTE: Unit is not furnished with service valve.
Position pedestal over plumbing and secure base to
fasteners. Remove access panels and connect supply
and water lines. Turn on water supply and check for
leaks. Reassemble access panels to pedestal.
Trap and service stop not included
12"
305mm B.C.
(2 PL)
26"
660mm
OPERATING PRESSURES:
Supply water 20 — 105 psi maximum
TOP VIEW
356mm
(2 PL)
1/2"
13mm
(8 PL)
WATER FOUNTAIN WITH PET HYDRATION STATION
PROVIDE SUBMITTAL FOR APPROVAL PRIOR TO ORDERING
BACK VIEW
SIDE & FRONT VIEWS
A = 3/8" O.D. UNPLATED COPPER TUBE CONNECT
SHUT OFF VALVE BY OTHERS
B = ACCESS PANEL (8" x 10")
C = REMOVABLE BOTTOM COVER
* ,"-,v,", Requires i ierit
Page 2 Printed in the U.S.A.
NO TES:
1. f32 GALLON OUTDOOR EXPANDED METAL
WASTE RECEPTACLES WITH ROUNDED TOP
(TO MATCH PH 1) AND CAN LINER.
2. IN —GROUND MOUNT AND ASSEMBLE PER
MANUFACTURES INSTRUCTIONS.
J. ALL METAL SHALL BE COATED TO BE
PROTECTED FROM RUST AND SHALL BE
ROYAL BLUE.
4. SEE SITE PLAN FOR LOCATION REFERENCE.
TRASH RECEPTICAL
DOGPO' PET SIGN
-
DLGIPOT HEADER PAK
JUNIOR B.AG DISPENSER
I �
545I5 OF DE51GN'
MANUFACTURER,
_
DOr, FOT, 2100 PRINCIPAL ROW,
SUITE 405 ORLANDO, FL 3251 TRASH
PHONE (4O1J888-462- REC',EFTA,CLE
FAX: (401)aeo-8526 WITH LID
LWL,,D0r�1FOT.001-1
PRODJCT
ALUMINIJ� DOGIPOT HEADER STEEL
PAK FET 5TATION MOUNTING
m
P05T
fMiaH same
NOES:
I. INS'ALLATION TO ESE COMPETED IN
4GCORDANGE WITH MANUFACTURER'S
SFEGIFIGATIONS.
<. DO NOT 5GALE DRAWING.
--a,
ELEVATION
PET WASTE STATION
SCALE: NOT TO SCALE ELEVAT
PET WASTE STATION
PROVIDE SUBMITTAL FOR APPROVAL PRIOR TO ORDERING
6' METAL BENCH WITH PVC COATING
PROVIDE SUBMITTAL FOR APPROVAL PRIOR TO ORDERING
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''/PHAEL 5N
6/2/23 cJ
MISC. NOTES
AND DETAILS
REVISIONS
3/30/23 COMMITTEE REVIEW
6/23/23 PLANNING REVIEW
7/14/23 BID SET
7/26/23 BID ADDENDUM #1
S/W=B®rA0RffN® si#6is
FILE NO. 2022-015
HORZ. SCALE:
NONE
VERT. SCALE:
NONE
The [county] parks will be filled with boys and girls. They will play in the [county's] open parks. Zechariah 8:5 (ISV)
a07�j

Ficure I, Tree Planting Detail
Avoid purchasing trees wsth two leaders
or remove area at planting. Otherwise, do
stet prune tree at planting excapt for
spat ffe Structural cerreckna
Do nct wmp trunk; Mark the ncrdt side
of the tree in the nursery and �,-cata
to the norlil in the held Cc not stake trees except where specified by
landscape architect if 3taking Ls
neceassry, usa two Cpposirtg stakes with
separate fle�dbfe des. Ramove staking at end of
rMink Sara and top of root oafl should be at grade irzi growing season,
it well drained 561, up to 4 inches (10 trn) grow_
gmda in pcorh/ drained soil~
_ CS cm) bark mulch; Cc not plats mulch
i in canfac; wish ilea trunk
Flote: rhdth of piarting hate is limes Tcat ii I I l 4' (IQ cm) raisad ring of:,ail to direct
diameter in highly cmpacli d or dwy soil; 2 5mes E f I f water Into mat bell - especially important it
the root ball diameter rririmiin in aft cthars ® } � I � i tap of rcet bail is raised above grade
i ( Hefcra planting, add 34' CI-10 cnj
ci •,veil-,:omposted leaves,
recyc ed yard waste or other
compost and'-d11 into
o
��� `-0 bapti` (15 crn)
L\`� Y.� % _ 3 "} r •a ��! :, , �} cif prepared soil, Add compost
�� - • e , r �'' ,i ;Zr.' ` '\ [` at 2Q�i5°o by Yalu n8 to tTaonfill
D g .vide planting hole sides. J '
g ,-rith tapered ( l :; .': �;' ' )•p' � ti
E.-dend atakes into undisturbed soil
Cut burlap, rope and Mre bas4et
a:raY from top and Sees of recl ball
t- 4-a' Oo-15 cm) deeper than rod ball for lawered
pfandng hole as needed wilh poor drainage
Set tail an undfstumed <_cil to prevent sealing _/
Pack bacitr�U soil around base of root ball to
tf planting holes ar` dug �xith a larga auger, stabaTizd; allow rest of backrill to saeWa naturally,
)reeking down the fixes with a shovel can Tr3e Piartdng Det3ll (S & a plant) cr tamp lightly
:liminate glazing and create .he pmrred ,adapted ,;om 'ArDhi(aclura! Graphic Standards'
etc fig side, 1998 ar,d Watson d humelkk `prfncpfes and
_ Pre` cs of PIandng Trees and 5fintbs' 1997
NQitS Curing the destR phase, cantlrm that water
drains out of the sap; use lowered planting
1. 14bera Several troes ;"m L'a plantpa-:1 Cosa
hale depth and design alternative drainage
together Such that they will liko y shara -,=
system as tequhad,
spate; tit in sal amenum nts tc a depth of 4-
4. Thoroughly soak the Lrea root ball and
6' (10-15 Cm) aver the entire aroa
adJac`nt prepared stir saverat times during
2• For ccnta n"r'24n bees, use finger- -::;,r
the first rrcnth after plant}rg and regularly
smaii hand tools m pull the rccls Cut of the
ihraughcut the fo0cwing mo summers,
cuter layer of potting soil; then cut or pull apart
5, ine planting prcoass is similar for decdueus
any roots clrching the peHmet`r of ttia
and avergreen Iree's.
c:ntairter,
Figure 3, Shrub Planting Detail
SPACE AS SHOWN
ON PLAN
3" MULCH
OFMtBURLAPP 1/3"
`1
FINISH GRADE \I
Vr
12" MIN. �TYP.) h -
TAMP TO RE ENT
SETTUN
PLANTING MIX
SHRUB/GROUND COVER PLANTING DETAIL
NOT TO SCALE
INSTALL WEED PflEVENTION FABRIC AND
MULCH ALL PLMTINCS TO A OMH
OF ,r, INCLUDING EARFH "CER.
BACKFILL W" PREPARED TOPSOIL/ BUILD J" -4' HIGH UCER rO RETAIN
ANENCED NATNE SOIL IN 9' LAYERS,WATEA _ WATER KEEPINC INVERSJAT OF EAUCE3 THE
EACH LAYER UNTIL SETTLED. (DO NOT TuAP I,. "'-'_ __= *' SANE AS FINISHED GRADE.
PULL BACK TOP OF eURLAP BEFORE
COVERING.
__ -- z=mil: -
i n --- BREU( SUBSOIL WITH PICK
TSNCE ROOTBALL
OLWETER
SPECIMEN SHRUB PLANTING DETAIL
Dl0 SCALE
From Horvath Associates, PA. 2005
Asphalt Pa�I)7g
1. The Contractor or Subcontractor performing the paving operat/on wi//be responsible for performing the fo/%wing.
A. Surface Tolerance
Surface tolerance requirements for smoothness must be checked in the presence of an Inspector using a 'Rolling Straightedge"for
checking surface tolerance. A variat/on of more than 118"/n 10 feet will be considered unacceptable and must be corrected in an
acceptable manner which w//l also meet Item (B and H) below.
B. Surface Texture
Care shallbe taken to insure that a smooth dense texture /s achieved with no segregation, tearing, cracking, etc. Areas discovered
which are not uniform in appearance and texture sha//be reheated and rero/%d, rep/aced, or if requIred by the Engineer, resurfaced at
no additional cost to the Owner. Seams and edges shall be straight,
true, and smooth.
C. Plant Tickets
To verify depth for payment, plant tickets shall be submitted to the Engineer.
D. Payment ofAsoha/t
No payment for paving w//l be made until the surface texture and smoothness has been inspected, satisfactorily repaired, /fnecessary,
and approved by the Engineer and the Owner.
E. Paving Subcontractors
The Genera/ Contractor In charge ofthe Paving Contractor sha//be responsible for assuring that his paving Contractor has read these
requirements /fpaving is to be subcontracted. Fa/lure to Inform a Subcontractor does notre/%ve the Prime Contractorofthese
requirements-
F. Paving Condition
No paving ofaspha/t shall take place until the Utility Contractor and the Paving Contractor have mutually agreed that a// valve boxes
and manholes have been set to finished grade and that it is the Paving Contractor's responsibility to make minor adjustments prior to
paving, as applicable-
G. Asphalt Specifications
Asphalt and CABC sha//meet the NCOOT "Standard Specifications for Roads and Structures" latest revision. Asphalt mix and
placement Shall meet Divis/on 6 of the State Specifications. CABC shall meet Sect/on 520 of the State Specifications and graded in
accordance with Table 520-1. Placement and compaction shall meet Section 520.
H. Asphalt Patching
As halt Patching WILL NOT BE 0WED. In the event that As halt is unsatisfactory to Engineer, the contractor shall mill entire
p 9 p �1'
section of asphalt and resurface a minimum depth of one and one-half in ch and at min/mum length of one hundred feet for the entire
width of section in question. This area is to be determined by field Inspection with the contractor and/or subcontractor and the
Engineer present.
Gospel Notes
The following notes do not represent the belief of any municipality, government organization, or client of
Stocks Engineering. The detail is included to show the foundation of Stocks Engineering and its employees.
Our prayer is that through the truth outlined below you will clearly see what it means to have a
personal relationship with Christ.
1. GOD'S LOVE
God loves you and he created you to know him personally.
He has a wonderful plan for your life.
John 3:16 "For God so loved the world that he have his only son, that whoever believes in him shall not
perish but have eternal life."
What prevents us from knowing God personally?
2. OUR CONDITION
People are sinful and separated from God, so we cannot
know him personally and experience his love and plan.
Romans 3:23 "For all have - - This diagram illustrates that God
sinned and fall short of the is Holy and people are sinful. A
glory of God." great gulf separates the two. The
Romans 6:23 "For the wages arrows illustrate people continually
of sin is death" (Spiritual _ trying to reach God through our
separation from God) - - - own efforts, but we inevitably fail.
There is only on way to bridge this gulf...
3. GOD'S RESPONSE
Jesus Christ is God's only provision for sin, through Him alone we can know God personally and
experience his love and plan.
Romans 5:8 "But God dem-
onstrated His own love for
us in this: While we were still
sinners, Christ died for us.
John 14:6 Jesus answered,
'I AM the way the Truth and
the Life. No one comes to
the Father except through me'.
PEOPLE
This diagram illustrates that God
has bridged the gulf that sepa-
rates us from Him by sending
His son, Jesus Christ, to die on
the cross in our place to pay
the penalty for our sins.
It is not enough just to know these truths...
3. OUR RESPONSE
We must individually receive Jesus Christ as Savior and Lord; only then can we know God personally
and experience His love and plan.
Ephesians 2:8-9 "For it is
by grace you have been
saved, through faith - and
this is not from yourselves,
it is the gift of God - not
by works, so no one can
boast."
John 1:12 "Yet to all who
received Him, to those who
boast."
These two circles represent two kinds of lives...
SELF CT
CT SELF
Self -Directed Life Christ -Directed Life
Self is in the center Christ is in the center
and on the throne; and on the throne;
Christ is outside. self yields to Christ.
Which circle best represents your life?
Which circle would you like to have represent your life?
You can receive Christ right now by faith in prayer.
"Lord Jesus, I need you. Thank you for dying on the cross for my sins. I open the door to my life and
receive you as my Savior and Lord. Thank you for forgiving my sins and giving me eternal life. Take
control of the throne of my life. Make me the kind of person you want me to be."
If this prayer expresses the desire of your heart, then you can pray this prayer and Christ will come into
your life as he promised.
For more information on what it means to have a relationship with God, or if you have any questions
or prayer requests please submit them to stocksengin [e-mail], call us at 252.459.8196, or
visit our web site, www.stocksengineering.com
Concrete Notes
1. Alf construction, placing, pouring and curing concrete /s to conform to the latest edition ofAC/ 318.
2. All reinforcing steel is to be cold cut and bent.
3. Portland cement concrete shall have a minimum 28 day compressive strength of 4,000 PSI.
4. Do not use chloride /n any concrete which has reinforcing steel or wire fabric.
5. Reinforcing steel sha/I meetASTMA-615, Grade 60. Welded wire fabric shall meetASTMA-185. Tie wire sha/I conform to ASTM
A-82.
6. Lap welded wire fabric a minimum of one mesh. Lap al/bars a minimum of24" Alternate adjacent bar splices a minimum of48"
7. Use only approved chairs with sand plates to support reinforcing on grade.
8 A// crossings of reinforcement are to be tied. Supports for reinforcing to hold bars against movement during pour and finish operat/on.
Supports forminforcing bars to be a minimum of48 inches apart.
9. Concrete shall be on/yp/ant-mixed, transit mixed orready -mixed concrete. The time elapsing from mixing to placing the concrete shall
not exceed ninety (90) minutes.
10. Concrete shall not be deposited on frozen subgrade and Shall not be poured when the air temperature for the succeed/ng 24 hour
period /s less than 32 degrees F.
11. All concrete when placed in forms shall have a temperature between 50 degrees Fand 90 degrees F and shall be maintained at a
temperature of not less than 50 degrees for at least 72 hours for normal concrete and 24 hours for high early strength concrete.
12. Do not place fresh concrete during summer on a dry subgrade. Moisten subgrade before placing concrete.
13. Subgrade is to be firm, free of water and/or silt and undisturbed or compactedproperly Consult Engineer dsoft or yielding subgrade
is encountered forImprovement directions. If ground water/s entering subgrade, consult Engineer for instructions.
14. Areas of concrete to be removed shallbe saw cut before removing. The saw cut shall provide a smooth, straight edge approximately
two (2) inches deep before breaking away the adjacent concrete.
15. Immediately after the forms have been removed and all honeycombed areas are repaired, backfil/ to prevent underwash.
16. Brooming of the concrete surface Shall be done transverse to the direct/on oftrafc for a/l pedestrian areas.
17. Joint spacing shall be no less than 8-feet. Where existing sidewalks are being widened, transverse joints shallbe located so as to
fine up with ex/sting joints in the adjacent existing sidewalk. Grooved joints shall not be sealed. Sea/ a// others.
18. Concrete Sub Shall be responsible for a// score joints and expansion joints. A pre/iminary score joint pattern and expansion joint
pattern shall be submitted to the project engineer for review prior to pouring concrete.
19. Expansion joints shall be one-half (112) Inch in width and shall be placedbetween a/I rigid objects at a distance of no more than
thirty (30) feet apart and shall extend the full depth of the concrete with the top of the filler one-half (112) inch below the fin/shed surface.
20. The edges of the curb/sidewalk shall be finished with an approved edging tool one-half (112) inch radius. Joints shall be similarly
finished immediately after templates have been removed.
21. Saw contro/ joints as soon as fresh concrete will retain coarse aggregate against the sawing action.
22. Contractor SHALL NOT POUR any concrete before forms are inspected by the project engineer and/or the architect. Any concrete
that has not been a roved b the en /veer and/or owner will be the res onsibili of the contractor.
PP Y 9 p tY
Concrete Testing Reauirements
Initial Test
The /nit/a/ test (from first ready -mix truck) is to be taken after the second yard /s dispatched from the mixer and is to consist of the
following:
1. One slump test
2. Pull, prepare and store 3 cylinders on -site for24 hours.
3. Temperature
Subsequent Tests
After the above tests are pulled from the initial truck, every 5th truck thereafter is to be tested in the same manner as noted above.
Asphalt Testing Requirements
Compaction : Testing for asphalt density is to follow NCOOT 'Standard Specifications for Roads and Structures" Section 609-9, 'Field
Compaction Quality Management, 'latest revision.
Thickness : The minimum frequency of for thickness testis shall on the basis of test sections consistin of not more than 1500
4 Y 9 9 9
//near feet of/ay down width, exclusive of intersections and irregular areas. The test sample /s to be a 6-inch cored sample. The sample
is to be numbered and logged for identification purposes.
Contractors Quality Control System :
Follow NCOOT "Standard Specifications for Roads and Structures" Section 609-5, "Contractors Qua//ty Control System, "latest
revision:
Mixture and Job Mix Formula Adjustments :
Follow NCOOT "Standard Specifications for Roads and Structures" Section 6094. 'Field Verification of Mixture and Job Mix
Formula Adjustments" latest revs/on.
General: A// other applicable sections of Section 609 of the NCOOT "Standard Spec/fications for Roads and Structures" shall apply relating
to Qua/ityControl P/an, mix design, contro/ limits, corrective action, equipment and measurement.
Testing Cost: Contractor is responsible for cost of testing asphalt and concrete.
Parking►, Street or BuildingSubgrade Preparation
A. Subgrade on Precompacted Original Soil
1. Remove all the topsoil and all questionable organic soil and extend a minimum of four (4) feet beyond the outside edge of the
pavement.
2. Precompact the exposed grade with a vibratory roller weighing a minimum of ten (10) tons (static load) or equal to stabilize the initial
sett/ement of the top strata of the soil. The stability of the subgrade will be considered adequate when the total settlement after the last
four (4) complete passes by the vibratoryroller does not exceed 118" Any area that sett/es excessively and fails to stabilize under
continued ro//ing should be further undercut and rep/aced with properly compacted select granular fill.
B. Subgrade on Certified Compacted Fi/l
1. Prepare the site following the same procedures as outfined in Items 1 and 2 above.
2. Using the same compaction equipment as outlined above, compact new fill soil /n +1--8-inch layers to a minimum 98 percent of the
maximum dry density at its optimum moisture content in accordance with the Standard Proctor Method, ASTM Standard D 698-78 and
field contro/%din accordance with ASTM Standard D 2167-84, or equal. The top one (1) foot of the prepared fit/ subgrade should be
compacted to 100percent of the maximum dry density using the Standard Proctor Method.
3. The end of the fill should be terminated at the minimum slope of two (2) horizontal to one (1) vertical measured from three (3) feet
beyond the outside edge of the pavement to the toe of the All. The fill soil is to be se/ectgranufar soil weighing a minimum of 110 pcf
at its optimum moisture content.
Drainage Notes
1. Boxes may be reinforced masonry, masonry, precast concrete or cast -in -place reinforced concrete.
2. The maximum height of an un-reinforced masonry drainage structure with 8-inch walls shall be limited to 8-foot from invert of the
out/et pipe to the top of the casting. Depths greater than 8-feet shall have walls 12-inches thick. Basins over 12-feet in total depth shall
be designed by a NC Professional Engineer Four -Inch walls are not allowed on drainage structures.
3. Steps are to be provided on a// basins deeper than 42"
4. Steps are to be PS 1-PFas manufactured by M. A. Industries or an approved equal. Locate on non pipe walls.
5. Mortar in masonry boxes is to be type M.
6. Clay brick structures are not a//owed.
7. Concrete building brick is to meet ASTM C-55, Grade N, and Type 1.
8. Al/ iron castings are to be drilled and lagged to the drainage structure. The drainage structure as wellis to be drilled.
9. Al/ cast -In -place or precast concrete drainage structures located in paved areas accessible to truck loadings to be designed to meet
AASHTO HS 20-44 loading. See manufacturers details for wall, top and bottom thickness.
10. All catch basins grates and frames are to be Vulcan or approved equal, Venfy dimensions heights on castings are not exceeded /n
critical areas before ordering castings/
11. Al/ concrete pipe is to be ASTM C-76, Class /// with ram-nek.
12. All frames and grates shall receive a bituminous coating.
Grading► Notes
1. Site Contractor to Inform Building Contractor to verify finished grade at building before digging footings. Some portions of the building
foundation wall may, of necessity, need to retain bui/ding pad fill to allow exteriorgrades to be dropped. /n this case, step footings maybe
necessary to achieve the desired grade variations.
2. New finished contours shown are top of future paving in areas to receive pavement and top oftopsoi/in areas to be seeded.
3. Areas outside of the parking lot perimeters shall receive 4 inches of topsoil. This topsoil to be placed and leveled by the Contractor
4. Dimensions on buildings are forgrad/ng purposes only and are not to be used to lay-off footings. See Architectural Plans.
5. Contractor Shall notify and cooperate with a// utility companies or firms having facilities on or adjacent to the site before disturbing,
a/ter/ng, removing, relocating, adjusting or connecting to said facilities. Contractor sha// raise or lower tops of existing manholes, as required,
to match finished grades.
6. All catch basin grate and frames are to be Vulcan orapproved equal. Verity that dimens/on heights on cast/ngs are not exceeded in
critical areas before ordering substitute castings/
7. All areas not covered by building or paving are to be seeded and mulched.
8. Unusable excavated materials and all waste resulting from clearing and grubbing and demo/ition shall be disposed of off -site by
Contractor.
9. All excavation is unclassified and shall Include a// materials encountered.
10. Before any machine work is done, Contractor shall stakeout and mark the items estab//shed by the Site P/an. Control points sha// be
preserved at all times during the course of the project. Lack ofproper working points and grade stakes may require cessation of operations
until such points and grades have been placed to the Owners satisfact/on.
11. Contractor to ensure all portions of the site have posit/ve drainage. This must be verified prior to paving orpour/ng concrete.
12. Refer to soils report for directions on earthwork and subgrade preparation, /fava//able.
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�16/2/23
MISC. NOTES
AND DETAILS
04
REVISIONS
3/30/23 COMMITTEE REVIEW
6/23/23 PLANNING REVIEW
7/14/23 BID SET
9/19/23 Contract Revisions
FILE NO. 2022-015
HORZ. SCALE:
NONE
VERT. SCALE:
NONE
The [county] parks will be filled with boys and girls. They will play in the [county's] open parks. Zechariah 8:5 (ISV)

PEA Deicrrvt inw
Water Resources
ENVIRONMENTAL QUALITY
March 28,2017
Nancy Nixon and Tommy Jones
Nash County Planning Department
120 West Washington Street
Nashville, NC 27856
ROY COOPER
Governor
IMICHAEL S. REGAN
Secretary
S. JAY ZIM.MER%4AN
Dfrecw
SUbj
NBRRO # 17-0 86
Nash County
Determinntion Typ--:
Buffer
lnielmitlenllPerennial
Neuse (15A NCAC 2B.0233)
Tar-Pam5co (15A NCAC 2B .0259) El Intermiftent/Peronnial Detormina'ion (whore local buffer
I ordinances apply,
Jordan (15A NCAC 211,0267)
(governmental and/or interjurisdic Jonal
projects)
Project Name: 3471 Jovner Road
Address/Location: 3471.Joyner Road, Elm Cit,,
Stream(s): UT to Sanonv Creek
Deterniination Date: March 27, 2017 S42ff. Ray M-Alosh
Stream, I 1,4ot Subject
Subjeell Startf@y
Pond l P
Pond 2 _P X**
Pond 3 P X**
Stops Soil USGS
Survey To P0
X
i I ---I . ......... ...
,"bolhponds are drained by zinniappedintcrt;iittc.,ri,,sireai?7s, Contact the Army Corp of
Engineers to determine a 'these water bodies arejurisdictional
Explanation: The stream(s) listed above has been located on the most recent published MRCS Soil Survey of
Chatham County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale,
Each stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present,
-~_'--'Nothing Compares---,,-,,
State of North Carolina I Invirortmcnall Quality a water Resource's
512 R Sal'slou'y Strcet Ibil M-41 arvi,_e Ct,1
�ter I RM69h, KC VC 19-lb! I
1)19.707,9000

SX---mls uh?"t &c 61--'C'ed �Subioci" hayL, 10c"tcC CN, thz rro---fty cfmracieriotic:� t I iat qu-,-,.€Aly it tc
-'.remn, bz Gi;13;- sirelams 0'. ulat do not UP OM M' hlhp:'
r-:1C-'rcrsC-"'e abovo bull May 1
TItis on-6t;� dAV-rininaticn shall expire five (5) y.,ars from th; data of this lett-,r. I andowners or affected
parties that: disPute a determination made by the DWR nw, rcqlzet a d te-n C , 1in a
tion by the Director. Aa
appen! request. inust lie inade within sixty (,60) days of date of tjji-�I 1c,tter. A request for .1 determin-ation bljc
Director shall be referrul to fitie Director in writing. If Ywwfitz- via US PostalService: c/o Karen 1-II&Jn-
1t 401 & fluf 0
.fer Permitting Unit; 1617 MallSerpice �'euifer; Raleigh, NC 27699-1617, If sen(filig 1q,?
I'lefireq, service (UPS" Fe(IE.K, etc.): Karen 1flt,,g!ns; D 11 R 401 c.� Rtaffer Perinilfing Unit; 512 N S-allshur'?
Mrrct; Raleigh, AICr76044
This determination is final and bindh1g. LMIUSS, as Getail-A nb'w�, uifles,,, as appeal is requested withinsi., t-
(60) (lays,
This project way require Section 40,<"401 Permit R)" the Proptsed Re'd-vity. Aay inquiries should b-�
directed to the US Army Corp of Engineers (Raleigh Regulatory Ficid Office) at ()19)--554-4384.
If Yo'.1 q=stion!: re-arding this e�terrnination, please feel ftc2 to co.jtact Ray Mijusb� at 7e", 1-42M.
1. . I
Sincerel, t
A
Danny Smith
Supervisor, Water Quality Regional Oncniflon, Ccr;t,-
RRO DWR File Copy
-��Nothing Compares-,,
VA f ii

17-086: 3471 Joyner Road
Si
Jf
rdr
A
1-5
'N"
w
Pond 71�
Pond 2 i
RA
Pond 3
—D
I
ti
Map provided by NCDEQ Division of Water Resources
X
Locations area pproximate and are provided for reference only
Very approximate site boundary
Stream EA/P* Not Subject Subject Start
Pond I P X
Pond
2 P X*
Pond 3 1 -P X**
Map provided by NCDEQ Division of Water Resources
X
Locations area pproximate and are provided for reference only
Very approximate site boundary
Stream EA/P* Not Subject Subject Start
Pond I P X
Pond
2 P X*
Pond 3 1 -P X**
,or
............ . . .
oil: ��
..T§GS
Surve
Topo
X
X
X

_
Map provided by NCDEQ Division of Water Resources
:uacatonsare approximate and are provided for reference only
: `
����- Very approximate site boundnry
Stream E/l/P* Not Subject Subject Stf
P P 7_
Z——F—
—

Patsy McGhee
From: Nancy Nixon
Sent: Tuesday, March 21, 2017 11:28 AM
To: [e-mail]
Cc: Patsy McGhee
Subject: Nash County - Buf er nPterminationG R_" Boa
Attachments: joyner rd maps.pdf; buffer determination request 3-17.pdf
Stephanie,
Nash County has a project looking at the farm tract shown on the attached photo for another use, and we would like
buffer determinations for the two farm ponds on the tract and the
marked on the photo. Please contact me at 252-459-1210 with any questions or if more info would be helpful to you.,
and if someone should meet you onsite.
Thanks!
✓'Fancy M. Nxon, —4ICy
Planning Director
Nash County Planning & Inspections
120 West Washington Street, Suite 2110
Nashville, NC 27856
Phone: [phone]
Fax: [phone]
nancy.nixon(a)-nashcountync aov
Please note that email sent to and from this address is subject to the North Carolina Public Records
Law and may be disclosed to third parties.
Nash County Government

NtC-
WaterResources
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secrelaq
S. JAY ZIMMERMAN
Director
Date Received: DWR Use Only. Project 4
Buffer Determination Request Form
Property Owner Information
I. Owner Information
I a. Name(s) on Recorded Deed me - t
Ib. Responsible Party (for LLC)
1 c. Mailing Address
Id. Telephone Number
Address of Property: q rl --ap .nft^
Project Description (attach plan if available): t_
le. Email Address
a ri 8
CG�'R— a.
Consultant/Agent Information
4. Agent/Consultant Information
arlsaa
4a. Name, Company ll)o,ne Q*' Y'on j ►acts\.-- Ce"t\`E- a.(''r"0—' ><--
4b. Mailing address Zp uj WctisQ nko.-,- — ocituC art$ sG
4c. Telephone no. Z5z ' Ll 5cj " (Zj Q 4d. Email address fo rt c.y - r\6 CO;V\ E) 0\'a51+xc—
nc.
5. Project and Site Information
Sa. Name of project * d a3a Cl "7 5b. County
5c. Nearest Named Stream .`o_pvn Ceee'ti. I 5d. River Basin t [d
6. Has anyone from DWQ ,.7sited the site? I Y Staff Name Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Stephanie Goss
to: 1628 Mail Service Center
Raleigh, NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at [phone] if you have any questions.
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org,web.-wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

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Patsy McGhee Zo n.,
From:
Nancy Nixon
Sent:
Thursday, March 16, 2017 10:52 AM
To:
Williams, Derek
Cc:
Patsy McGhee
Subject:
RE: County Park
fir= Hi, Derek!
Neither a walking trail nor a fence in the front setback will be a problem. Both are allowed.
it
I`T�e property is zoned RA-40, which requires develo ment standards fora public
park. I have attached the standards
S below, which are nominal. No aring is required; approval is at the TRClstaff level for the site plan. Parking area
screening can be at the ro ert line or the parkint�erimeter itself, which I think may work better for screening
ng
headlights than property line screening does. The roads are sufficient to meet the standard.
1 expect two design -related things may come up with neighboring homes — area lighting and parking areas, especially
headlights and "hanging out". Maybe plan on lands pine to be tall enough the first season or certainly by the second
season to block headlights from parking areas-7 don't recall if parts of the park are to be lit at night, but if so, we need
to be careful about too much lighting on the side nearest homes. Even if the park is not lit at night, the concern that one
may drive around a gate on grass at the entrance to get into the parking areas may be a concern for residents &
headlights.
7
Are there any picnic shelters or has that not been in the discussion to date? I know it's early & we are in cost-cutting
mode!
9-3-1 Table of Permitted Uses
Zoning Districts
Ref. R- R- R- I R-
Use Type SIC Al RA-40 40 RA-30 1 30 1 R-20 RA-15 15 10 R-6 OI RC G(
Public Park or Recreational Facility, Other 7990 P D D D D D D D D TDT P P P
11-4.60 Public Park or Recreational Facility, Other.
(A) Where Required
All residential districts.
(B) The hours of operation allowed shall be compatible with the land uses adjacent to the
facility.
(C) The amount of noise generated shall not disrupt the activities of the adjacent land uses.
(D) The Zoning Administrator shall not grant the permit unless he finds that the parking
generated by the facility can be accommodated without undue disruption to or interference
with the normal flow of traffic or with the right of adjacent and surrounding property owners.
(E) Location
Principal access must be from a collector or higher capacity road for any facility greater than
3 acres in size that generates an average daily traffic volume of over 200 or more trips per
day.
(F) Screening
Parking lots shall be screened from adjoining single-family residential uses by a buffer yard.
The required buffer yard shall comply with the requirements of Section 11-3.1(B).
(G) Security Fencing

Outdoor swimming pools shall be protected by a fence in accordance with the Nash County
Health Department public pool regulations.
I welcome thoughts or comments!
JVaizcy M. —*xoyy MCP
Planning Director
Nash County Planning & Inspections
120 West Washington Street, Suite 2110
Nashville, NC 27856
Phone: [phone]
Fax: [phone]
nancy.nixon(anashcountvnc.gov
From: Williams, Derek [mailto:[e-mail]]
Sent: Wednesday, March 15, 2017 10:16 AM
To: Nancy Nixon <Nanc .Nixon nashcount nc. ov>
Cc: Patsy McGhee <Patsv.McGhee nashcount nc. ov>
Subject: County Park
Good morning Nancy
We are making some adjustments to the Concept Plan for the Park, based on comments we received last week, In
looking at the plan closer, we realize that one of the ballfield outfield fences and walking trail is within the 50' Front Yard
Building Setback along Joyner Road. The fence is approximately 30' from the ROW and 56' off the edge of the road
(based on GIS/aerial information). The walking trail will be located between the fence and ROW. Will that be a problem?
We looked at shifting the field, but as I said in the meeting, the 4 field complex takes up a lot of space. Moving the fence
out of the Building Setback will cause potential impacts on one of the existing ponds.
Thanks for your input.
Derek C. Williams, PLA I Vice President Senior Project Manager
Alfred Benesch & Company 12320 West Morehead Street Charlotte, NC 28208
P 704-521-9880 Direct:704-943-3170 ( F 704-521-8955 I C 704-562-8591 I E [e-mail]
W www.benesch.com
Please note that email sent to and from this address is subject to the North Carolina Public Records
Law and may be disclosed to third parties.
Nash County Government

Roy Cooper, Governor
0■ ■■0 INC DEPARTMENT OF
■ ■
■■u■■ NATURAL AND CULTURAL RESOURCES
■ ■■■
October 5, 2023
Robert Turnbull
Terracon Consultants, Inc.
2401 Brentwood Road, Suite 107
Raleigh, NC 27604
RE: Nash Miracle Park
Dear Robert Turnbull:
D. Reid Wilson, Secretary
Micky Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-23544
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact the NCNHP at natural.heritage(a)dncr.nc.gov.
Sincerely,
NC Natural Heritage Program
DEPAR71MEN7 OF NATURAL AND CULTURAL RESOURCES
fl 121 W. JONES STREET, RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. Nc 27699
OFC 919.707.9120 • FAX 919.707,9121

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Nash Miracle Park
October 5, 2023
NCNHDE-23544
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name ast Element Accuracy
Group Observation Occurrence
Date Rank
Freshwater Fish4695 Ambloplites cavifrons Roanoke Bass 1971-Pre X? 3-Medium
Mammal 24389 Corynorhinus Eastern Big -eared Bat 2006-Pre E 5-Very
rafinesquii macrotis Low
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type lllllllA
City of Rocky Mount - Tar River Reservoir City of Rocky Mount Local Government
NC Land and Water Fund Project NC DNCR, INC Land and Water Fund State
Tar River Land Conservancy Easement Tar River Land Conservancy Private
Federal State Global State
Status Status Rank Rank
--- Significantly
Rare
--- Special
Concern
G3 S2
G3G4T S3
3
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.orq/helip. Data query generated on October 5, 2023; source: NCNHP, Summer (July) 2023.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

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October 5, 2023
Managed Area (MAREA)
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NLS, OS, NMA, Geodatastyrelsen, Rijkswaterstaat GSA, Gecland, FEMA,
Intermap and the GIS user community
Sources: Esri. HERE, Garmin, FAO, NOAA, USGS, © OpenStreetMap
contributors; and the GIS User Community
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