20190214 Ver 1_CS-009 Borrow & Waste Pit #1 Reclamation Plan (Moore)_20191209

Construction Submittal No. CS-009
a RTM�,q CONSTRUCTION SUBMITTAL FORM
PROJECT: I-5986A 11-58771-95 WIDENING FROM SOUTH OF 1-95 BUS/US 301 (EXIT 56)TO NORTH
paF� OF SR-1002 LONG BRANCH RD EXIT 71
NCDOT Date: November 26, 2019
1020 Birch Ridge Dr.
Raleigh,NC 27610 Submittal To: Randy K.Wise, PE
[phone]
Resident Engineer
ICE of Carolinas
4505 Falls of Neuse Rd. Suite 110
Raleigh, NC 27609
4*44 Submittal For(Unit): Division 6
1st Contact: Randy K.Wise,PE Phone: [phone]
2nd Contact: Justin Knight,PE Phone: [phone]
5.T WOOTEN Submitted By: S.T.Wooten Phone: [phone]
Contact: Thomas Bowers Phone: [phone]
S.T.Wooten Corp.
3801 Black Creek Rd. Submittal Type: Level of Urgency:
Wilson,NC 27893
PO Box 2408 171 Review&Comment n E• xtremely Urgent
Wilson,NC 27894
n Information Only n 10-Day Review
nF• or Your Use n D• ate Due
n O• ther
Items Requested:
Items Attached: CS-009 Borrow&Waste Pit#1 Reclamation Plan (Moore)
Comments:
Distribution:
Randy K.Wise,PE Michael Alford
Justin Knight,PE Ronald Brock
Thomas Bowers
Adam Corey
Lane Crocker
For NCDOT use: (Please copy and return this submittal form with requested items)
Review Return Date:
Reviewed By:
Response:
nR• eviewed,no comments
❑ Comments as noted
❑ Revise and resubmit
n O• ther
Note:

Reclamation Plan for Moore Borrow Pit
Date: November 21, 2019
Contract Number: C204283 _ TIP No: I-5986AII-5877
Project#/WBS Element: 47532.3.2 County: Cumberland/Harnett
Contractor: S. T. Wooten Corporation Responsible Person: Ronald Brock
Contractor Address: P. O. Box 2408 Wilson NC 27894
Property Owner: Ronald Moore and Frances M. Hamilton Phone Number: 910-980-1982
Property Owner Address: PO Box 516 Dunn, NC 28335
Borrow Pit Moore Pit
Property Address: J.T. Matthews Rd
Total acreage of proposed pit: 28.7
Expected depth of excavation: 15'-18'
Present use of land: agricultural field
Proposed use after reclamation: Pond
Proposed sequence of excavation(include amount of clearing&proposed slope rates):
Install erosion control measures., construction entrance, temporary diversion ditches, dewatering
basin,and silt fence. Clear stockpile area and then strip topsoil and seed stockpile. Begin ditching
so that pit can be dewatered excavation. Excavate pit and then spread topsoil back across the 3:
slopes and permanent seed.
Did the Environmental Evaluation indicate the presence of any wetlands or endangered species?
(if yes, briefly list findings and indicate physical means by which buffer zone will be delineated):
The environmental evaluation performed by Hal Owen & Associates did indicate the presence of
wetlands adjacent to the pit but no endangered species were noted in the evaluation. The wetland
boundary will be delineated with survey flagging. A copy of the report is attached.
Is any portion of the pit or access & haul roads within a watershed with riparian buffer zone
requirements? (if yes, indicate physical means by which buffer will be delineated and how
diffuse flow into the buffer zone will be maintained):
Cross Creek-Cape Fear watershed but there are no riparian buffer zones within 50' of pit.
1 of 4 CONTRACT#C202615

Reclamation Plan for Moore Borrow Pit
Is the site adjacent to High Quality Waters as defined by the Department of Environment and
Natural Resources? (if yes, note how the devices have been designed to meet DENR
requirements):
No
Are there any conditions identified on the State Historic Preservation Office Review Form for
borrow activities? Explain:
No.
Describe the intended plan for the reclamation and subsequent use of all affected lands, and
indicate the general methods to be used in reclaiming this land, including any stockpile areas,
haul roads and ditches. Describe the sequence for reclaiming the pit. Attach a map which
illustrates this plan, showing the location and design of all temporary and permanent erosion
control devices. All features shall comply with the appropriate specifications, standards and
reflect Best Management Practices (BMP). The plan shall indicate setbacks to adjacent
properties, buffer zones and if de-watering is required and the pit is located within the 15
county region of the CCPCUA, the GPS coordinate location of any well located within 1500
ft. of the pit.
After completion of the project the proposed pit will be a pond with the slopes above water will
be covered with topsoil and seeded. All other disturbed areas will be restored to pre-existing
conditions and seeded. Seeding will be performed under the same specs as the project.
2 of 4 CONTRACT#C202615

Reclamation Plan for Moore Borrow Pit
Will excavation extend below the water table?(If yes, see a, b, & c, below): Yes
a) Specify how de-watering will be accomplished. Include proposed method of reducing
effluent turbidity so that it meets the requirements of the Division of Water Quality. Show any
pit dewatering basins, construction details, and calculations on the plan:
Dewatering of thepit will be achieved by pumping into a dewatering basin. See attached plan
details.
b) If the pit is within the Central Coastal Plain Capacity Use Area, list the person responsible
for completing The Division of Water Resources CCPCUA spread sheet and method of
submission to the Resident Engineer:
N/A
c) If water is to remain in the pit after completion, state the estimated depth of the water. (At
least a depth = 4 ft.). Indicate the water table depth prior to beginning excavation and the
method used to obtain this information:
During test pit excavation,water was encountered approximately 6 feet below the existing
ground surface.
Describe the proposed schedule of permanent seeding and mulching. Detail the frequency of
permanent seeding and mulching. Note that a permanent stand of vegetation is required prior
to a final inspection:
Seeding and mulching requirements are the same as those for the project.
3 of 4 CONTRACT#C202615

Reclamation Plan for Moore Borrow Pit
Property Owner's Statement for Borrow Site:
I hereby certify that I am in agreement with this development, use, and reclamation plan, and any
exceptions noted when approved by the Engineer, and that I understand that I will be
responsible for the site upon completion of its use in the construction of the project noted in the
map legend. I understand that this plan, when approved, will serve as a guide in controlling
erosion and sediment in accordance with the Mining Act and the Sediment and Pollution Control
Act and as enforced by the North Carolina Department of Environment and Natural Resources
(DENR). I understand that any work exceeding the minimum necessary for compliance with
DENR requirements, should be negotiated between the Contractor and the Property Owner. My
signature below authorizes The Department of Transportation (DOT), the Department of
Environment and Natural Resources (DENR) or its agents, to enter upon my property for a period
of one year from the date of final acceptance of the project for which this site plan is executed. If
necessary, the DOT will be allowed to have the Contractor repair any areas that are not in
compliance with DENR requirements. After a one year inspection is held, I will be solely
responsible for assuring that the site is in compliance with DENR regulations. I have the right to
change the condition of the site after the final inspection and prior to the one year follow-up
inspection. However, if I make such changes, I acknowledge that DOT is released from all
obligations and conditions of this agreement and I will become solely responsible for the condition
of the site beginning on the date that I change the final inspection condition.
Signatures:
Contractor's Representative:
(authorized to sign supplemental agreements/date)
Owners of Record
Witness Owner
(signature/da e) (signature/date)
t20,A AiebykAitt73,1 , I 1-5-6--19
(signature/date) (signature/date)
(signature/date) (signature/date)
Resident Engineer:
(signature/date)
Exceptions:
Concurrence with exceptions:
Property Owner: Contractor:
(signature /date) (signature/date)
Attachments: Site map with details
Environmental Evaluation
SHPO Report
Soil Survey Map
cc:

12/11/08
Reclamation Plan for Moore Waste P i t
Date: November 21, 2019
Contract Number: C204283 TIP No: I-5986A/I-5877
Project No/WBS Element: 47532.3.2 County: Cumberland/Harnett
Contractor: S. T. Wooten Corporation Responsible Person: Michael Alford
Contractor Address: P.O. Box 2408
Wilson NC 27894-2408 - 511`1
Property Owner: Ronald Moore and Frances M. Hamilton Phone Number:
Property Owner Address: PO Box 516
Dunn, NC 28335
Waste Site: Moore Waste Pit
Property Address: J.T. Matthews Rd
Total acreage of proposed site: 28.70
Expected depth of waste: Variable—will be used to build out slopes if needed
Present use of land: Agricultural Field
Proposed use after reclamation: Pond
Expected type of waste that will be placed in the site (examples: asphalt, concrete, soil, stone):
Unsuitable soils from the project—if needed.
Proposed sequence of placing waste (include proposed slope rates):
The waste will be utilized to build slopes back out into the pond created from the borrow reclamation
Plan.
Did the Environmental Evaluation indicate the presence of any wetlands or endangered
species?(if yes, briefly list findings and physical means by which area will be delineated):
Yes. See attached environmental report from Hal Owens and Associates.
Reclamation Procedures for Borrow/Waste/Staging Areas for Contracted Projects 12/11/08 #

12/11/08
Is any portion of the pit within a watershed with riparian buffer zone regulations? (if yes indicate
physical means by which buffer will be delineated and how diffuse flow will be maintained):
Cross Creek-Cape Fear watershed but there are no riparian buffer zones within 50' of pit.
Is the site adjacent to High Quality Waters as defined by the Department of Environment and Natural
Resources? (if yes, note how the devices have been designed to meet DENR requirements):
NO
Are there any conditions identified on the State Historic Preservation Office Review Form for waste
activities? Explain:
NO
Describe the intended plan for the reclamation and subsequent use of all affected lands, and indicate
the general methods to be used in reclaiming this land, including any stockpile areas, haul roads and
ditches. Describe the sequence for reclaiming the site. Attach a map illustrating this plan, showing
the location and design of all temporary and permanent erosion control devices. All features shall
comply with the appropriate specifications, standards and reflect Best Management Practices (BMP).
The plan shall indicate setbacks to adjacent properties,buffer zones and wetlands.
After completion of the project the proposed pit will be a pond with the slopes above water will be
covered with topsail and seeded per NCDOT specs. All other disturbed areas will be restored to pre-
existing conditions and seeded.
Describe the proposed schedule of permanent seeding and mulching. Detail the frequency of permanent
seeding and mulching. Note that a permanent stand of vegetation is required prior to a final inspection:
Seeding and mulching requirements are the same as those for the project.
•
Reclamation Procedures for Borrow/Waste/Staging Areas for Contracted Projects 12/11/08

12/11/08
Property Owner's Statement for Waste Site:
I hereby certify that.I am in agreement with this development, use, and reclamation plan, and any
exceptions noted when approved by the Engineer, and that I understand that I will be responsible for
the site upon completion of its use in the construction of the project noted in the map legend. I
understand that this plan, when approved, will serve as a guide in controlling erosion and sediment
in accordance with the Mining Act and the Sediment and Pollution Control Act and as enforced
by the North Carolina Department of Environment and Natural Resources (DENR). I understand
that any work exceeding the minimum necessary for
compliance with DENR requirements, should be negotiated between the Contractor and the
Property Owner. My signature below authorizes The Department of Transportation (DOT), the
Department of Environment and Natural Resources (DENR) or its agents, to enter upon my
property for a period of one year from the date of final acceptance of the project for which this site
plan is executed. If necessary, the DOT will be allowed to have the Contractor repair any areas that
are not in compliance with DENR requirements. After a one year inspection is held, I will be solely
responsible for assuring that the site is in compliance with DENR regulations. I have the right to
change the condition of the site after the final inspection and prior to the one year follow-up
inspection. However, if I make such changes, I acknowledge that DOT is released from all
obligations and conditions of this agreement and I will become solely responsible for the condition
of the site beginning on the date that I change the final inspection condition.
Signatures:
Contractor's Representative:
(authorized to sign supplemental agreements/date)
Owners of Record:
Wit ess Owner
11.Zs-
( ignature/ ate) (signature/date) i t- a,s - ao 0 9
1,2 Advil!"r-) rn. 1 a-rrt. 1-kL-
(signature/date) (signature/date) I P- a s- a o i q
(signature/date) (signature/date)
Resident Engineer:
(signature/date)
Exceptions:
Concurrence with exceptions:
Property Owner: Contractor:
(signature/date) (signature/date)
Attachments: Site map with details
Environmental Evaluation
Cc:
Reclamation Procedures for Borrow/Waste/Staging Areas for Contracted Projects 12/11/08

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400,Lillington,NC 27546-0400
Phone[phone] /Fax[phone]
www.halowensoil.com
15 November 2019
Mr. Michael Alford
P.O. Box 2408
Wilson,NC 27893
Reference:Environmental Evaluation
195; Pit#1 Moore
Dear Mr. Alford,
A site investigation has been conducted for the above referenced property, located on the
northern side of JT Matthews Road in Cumberland County, North Carolina (Figure 1). The
purpose of this investigation was to determine the presence or absence of sensitive
environmental resources at the candidate site. A site investigation and records review was
conducted to determine the presence or absence of wetlands, surface waters (streams, lakes or
ponds), regulated riparian buffers, and federally protected species. This report has been prepared
in accordance with the NCDOT "Borrow and Waste Site Reclamation Plan Procedures".
METHODOLOGY
This evaluation included a site investigation and review of public records for the subject
property and its immediate vicinity. The records review included aerial photographs, North
Carolina Natural Heritage Program (NC NHP) records, United States Fish and Wildlife Service
(USFWS) Environmental Conservation Online System, United States Geological Survey(USGS)
topographic maps, the Natural Resources Conservation Service (NRCS) soil survey, and county
GIS data.
The site investigation was accomplished by direct examination of the physical attributes
of the site and soil auger borings taken at various points across the site. The project boundaries
were walked and several traverses were conducted across the interior of the site.
SITE DESCRIPTION
The project area (Figure 2) is located within the Coastal Plain physiographic region of
North Carolina. The USGS topographic map, Wade Quadrangle (Figure 3), shows the site drains
north toward an unnamed tributary of the Cape Fear River. The site is in the Cross Creek-Cape
Fear Watershed (USGS HUC 03030004-0701). The site is relatively flat with an average
elevation of approximately 145 feet above mean sea level.
Most of the site contains agricultural fields planted in soybeans, with some wooded areas
between the fields and to the north. Land use north of the site is undeveloped (wooded), and to
the east, south, and west is agricultural and residential. Interstate 95 borders the property on the
northwestern side.
Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
The nearest named water body to the site is the Cape Fear River which has a North
Carolina surface water classification of WS-V. There are no designated anadromous fish waters
or Primary Nursery Areas (PNA) present in the study area. There are no Outstanding Resource
Waters (ORW), High Quality Waters (HQW), water supply watersheds (WS-I or WS-II), or
Class SA Waters within 1 mile of the project study area or within 1 mile downstream.
The NRCS Soil Survey indicates the site contains soils of the Woodington series and
Wagram series on the uplands, and the Johnston series in the drainageways (Figure 4). Two of
these soils series, Woodington and Wagram, were verified at the site. The wetland areas at this
site were not as wet is as typically observed in Johnston soils but met wetland criteria. A
detailed soil investigation was conducted, and it was found that the Woodington and Wagram
soils are located on the highest elevations of the property but do not extend to the wetland
boundary. An area of Goldsboro soils was observed consistently in the 100 to 200 foot area
along the wetland boundary. This is the soil type that should be used for the lateral effect
analysis as water will need to flow through these soils in the unlikely event the wetlands would
drain to the pit.
JURISDICTIONAL SURFACE WATERS AND WETLANDS INVESTIGATION
All wetland determinations were made in accordance with the Regional Supplement to
the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region.
This report represents my professional opinion as a Licensed Soil Scientist but does not represent
concurrence by the US Army Corps of Engineers (USACE) or the NC Division of Water
Resources (NCDWR).
Areas that clearly meet the required criteria for jurisdictional wetlands were not observed
within the project area. Vegetation was comprised of cultivated soybeans and weeds. The soils
were observed to have a dark grayish brown, loamy sand surface underlain by a pale brown
loamy sand layer to greater than 12 inches. Hydric soil indicators were not observed. Evidence
of wetland hydrology was not observed. A Wetland Determination Data Form is attached.
Wetlands were observed within 400 feet of the project area and are located in the wooded
drainageways to the north (Figure 5). A portion of the wetland boundary was delineated and
survey located to ensure proper setbacks for the proposed pits. Wetland vegetation was
dominated by oaks, pines, gums and poplar in the overstory; and greenbrier and switchcane in
the herbaceous layer. The soils typically had very dark gray surfaces underlain by a dark grayish
brown layer with common medium brown mottles and meet the hydric soil indicator for
Depleted Matrix.
LATERAL EFFECT ANALYSIS
Regulated wetlands and/or surface waters were noted within 400 feet of the proposed pit
boundary and excavation will occur below the water table. It appears this may be a Type 3 pit,
with the elevation of the wetlands upslope of the expected equilibrium water level in the pit on at
least one side.
Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
The Skaggs Method for calculating the lateral effect of borrow pits was used to estimate
the minimum setback distance for a borrow pit from wetlands to avoid indirect affects. The
Lateral Effect computer program was run using published hydraulic conductivity data for the
Goldsboro series to a depth of 216 inches. The predicted lateral effect of the pit is calculated as
144.5 feet(see attached Lateral Effect Summary).
RIPARIAN BUFFERS
The candidate site is located in the Cape Fear River Basin, and streamside riparian zones
are not subject to the state riparian buffer protection program(15A NCAC 2B).
THREATENED AND ENDANGERED SPECIES SURVEY
Federally listed Endangered and Threatened species are protected under the provisions of
the Endangered Species Act of 1973, as amended. In addition, the American Bald Eagle
(Haliaeetus leucocephalus) has federal protection status through the Bald and Golden Eagle
Protection Act(BGPA).
As of 8 November 2019 the United States Fish and Wildlife Service (USFWS)
Environmental Conservation Online System lists eight federally protected species that may occur
in the proposed project area and/or may be affected by the proposed project (Table 1). A brief
description of each species' habitat requirements follows, along with the Biological Conclusion
rendered based on survey results in the study area. Habitat requirements for each species are
based on the current best available information from referenced literature and/or USFWS. A
review of the North Carolina Natural Heritage Program (NCNHP) database records indicates no
known occurrence of a federally protected species within 1 mile of the study area.
Table 1 —Federally protected species listed by USFWS
Scientific Name Common Name Federal Habitat Biological
Status Present Conclusion
Alligator mississippiensis American Alligator T(S/A) No No Effect _
Fusconaia masoni Atlantic Pigtoe Proposed T No No Effect
Lindera melissifolia Pondberry E No No Effect _
Lysimachia asperulaefolia Rough-leaved Loosestrife E No No Effect
Neonympha mitchellii Saint Francis' Satyr E No No Effect
francisci Butterfly
Picoides borealis Red-cockaded woodpecker E No No Effect
Rhus michauxii Michaux's sumac E No No Effect
Schwalbea americana American Chaffseed E No No Effect
E-Endangered T—Threatened T(S/A)Threatened due to Similarity of Appearance BGPA-Bald and Golden Eagle Protection Act
Alligator mississippiensis (American Alligator)
• Habitat: This once-endangered reptile occurs in refuge marshes, slow-moving streams, and
manmade canals. They prefer areas where the water turbidity is low and the water quality is
high, with the presence of an adequate food source.
(http://www.fws.gov/refuge/Alligator River/wildlife_and_habitat/american_alligator.html)
• Biological Conclusion: No Effect. The project area does not contain habitat for this species.
Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Fusconaia masoni (Atlantic Pigtoe)
• Habitat: The preferred habitat of the Atlantic pigtoe is coarse sand and gravel, and rarely in
silt and detritus. Historically, the best populations existed in small creeks to larger rivers with
excellent water quality, where flows were sufficient to maintain clean, silt-free substrates.
(https://www.fws.gov/southeast/wildlife/mussels/atlantic-pigto e/)
• Biological Conclusion: No Effect. The project area does not contain habitat for this species.
Lindera melissifolia (Pondberry)
• Habitat: This deciduous shrub is associated with wetland habitats such as bottomland and
hardwoods in the interior areas, and the margins of sinks, ponds, and other depressions in the
more coastal sites. The plants generally grow in shaded areas but may also be found in full
sun. (www.fws.gov/raleigh/species/es_pondberry.html)
• Biological Conclusion: No Effect. The project area does not contain habitat for this species.
Lysimachia asperulifolia (Rough-leaved Loosestrife)
• Habitat: This plant "generally occurs in the ecotones or edges between longleaf pine uplands
and pond pine pocosins (areas of dense shrub and vine growth usually on a wet,peaty,poorly
drained soil) on moist to seasonally saturated sands and on shallow organic soils overlaying
sand. Rough-leaf loosestrife has also been found on deep peat in the low shrub community of
large Carolina bays (shallow, elliptical, poorly drained depressions of unknown origin). The
grass-shrub ecotone, where rough-leaf loosestrife is found, is fire-maintained, as are the
adjacent plant communities (longleaf pine - scrub oak, savanna, flatwoods, and pocosin).
Suppression of naturally-occurring fire in these ecotones results in shrubs increasing in
density and height and expanding to eliminate the open edges required by this plant. Several
populations are known from roadsides and power line rights of way where regular
maintenance mimics fire and maintains vegetation so that herbaceous species are open to
sunlight. (http://www.fws.gov/raleigh/species/es_rough-leaf loosestrife.html)
• Biological Conclusion: No Effect. The project area does not contain habitat for this species.
Neonympha mitchellii francisci (Saint Francis' Satyr Butterfly)
Habitat: The habitat occupied by this small, dark brown butterfly consists primarily of wide,
wet meadows dominated by a high diversity of sedges along small stream corridors. These
meadows are often remnants of beaver activity and/or periodic wildfires. Additionally,
subpopulations of the satyr occur in artillery ranges on Ft. Bragg where the lack of roads,
frequent fires, and beavers have allowed butterfly habitats to persist.
https://www.fws.gov/southeast/wildlife/insects/saint-francis-satyr/
• Biological Conclusion: No Effect. The project area does not contain habitat for this species.
Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Picoides borealis (The Red-cockaded Woodpecker)
• Habitat: For nesting and roosting habitat, red-cockaded woodpeckers need open stands of
pine containing trees 60 years old and older. RCWs need live, large older pines in which to
excavate their cavities. Longleaf pines (Pinus palustris) are preferred, but other species of
southern pine are also acceptable. Dense stands (stands that are primarily hardwoods, or that
have a dense hardwood understory) are avoided. Foraging habitat is provided in pine and
pine hardwood stands 30 years old or older with foraging preference for pine trees 10 inches
or larger in diameter. In good, moderately-stocked, pine habitat, sufficient foraging substrate
can be provided on 80 to 125 acres.
(http://www.fws.gov/raleigh/species/es_red-cockaded_woodpecker.html)
• Biological Conclusion: No Effect. The project area does not contain habitat for this species.
Rhus michauxii (Michaux's Sumac)
• Habitat: Michaux's sumac grows in sandy or rocky open woods in association with basic
soils. Apparently, this plant survives best in areas where some form of disturbance has
provided an open area. Several populations in North Carolina are on highway rights-of way,
roadsides, or on the edges of artificially maintained clearings. Two other populations are in
areas with periodic fires, and two populations exist on sites undergoing natural succession.
One population is situated in a natural opening on the rim of a Carolina bay.
(http://www.fws.goviraleigh/species/es_michauxs_sumac.html)
• Biological Conclusion: No Effect. The project area does not contain habitat for this species.
Schwalbea Americana (Chaffseed)
• Habitat: This perennial herb occurs in sandy (sandy peat, sandy loam), acidic, seasonally
moist to dry soils. It is generally found in habitats described as open, moist pine flatwoods,
fire-maintained savannas, ecotonal areas between peaty wetlands and xeric sandy soils, and
other open grass-sedge systems. Chaffseed is dependent on factors such as fire, mowing, or
fluctuating water tables to maintain the crucial open to partly-open conditions that it requires.
Historically, the species probably existed on savannas and pinelands throughout the coastal
plain and on sandstone knobs and plains inland where frequent, naturally occurring fires
maintained these sub-climax communities. Under these conditions, herbaceous plants such as
Schwalbea were favored over trees and shrubs.
(https://www.fws.gov/raleigh/species/es_american_chaffseed.html)
• Biological Conclusion: No Effect. The project area does not contain habitat for this species.
Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
CONCLUSION
No jurisdictional features, wetlands or streams, were observed within the project
boundaries. Wetlands were observed within 400 feet of the pit boundary. Lateral Effect analysis
(based on the Goldsboro soil series) indicates siting the pit at least 145 feet from jurisdictional
features that are located upslope of the pit would avoid indirect effects. The site is not subject to
state riparian buffer regulation. The site does not contain suitable habitat for federally protected
species. If you have any questions or need additional information, please contact me at your
convenience.
Sincerely,
/1/a.-6664,01.''
+. , eocop.6---
..,.\ Krissina B.Newcomb
' `f{ ,,,.
rill"
Project Environmental Scientist
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Cr'lCialCOr. Hal Owen
Licensed Soil Scientist
Qualifications of Investigator
Hal Owen is a Licensed Soil Scientist by the state of North Carolina (NCLSS 1102) and
Senior Environmental Consultant with Hal Owen & Associates, Inc. He is the President of that
corporation and owner of the company. He has a bachelor's degree from North Carolina State
University in Conservation of Natural Resources with a Concentration in Soil Science, 1982. He
was originally trained to conduct these type investigations by Dr. Jan Sassaman while employed
as a soil scientist project manager with Westinghouse Environmental and Geotechnical Services,
Inc. in 1989. Mr. Owen has conducted hundreds of environmental investigations, including
Phase 1 Environmental Site Assessments, and jurisdictional determinations during his over thirty
year career.
Krissina Newcomb is an Environmental Scientist with Hal Owen & Associates, Inc. She
received a bachelor's degree from North Carolina State University in Natural Resources with
Coastal Concentration in 1998. She has worked for Hal Owen & Associates since 1998,
specializing in wetlands investigations, permitting, and state riparian buffer assessments. In
addition, she has been trained under Mr. Owen to conducted Phase 1 Environmental Site
Assessments and Environmental Evaluations for NCDOT Borrow/Waste Sites.
Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Figure 1. Vicinity Map
The subject property is located on the northern side of JT Matthews Road and the southeastern
side of I-95 in Godwin, Cumberland County,NC. Site coordinates are 35.165038, -78.707549.
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Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Figure 2. Map of candidate site.
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Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
N
Figure 3. USGS 7.5 Minute Series Topographic Map 11111I/
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Quadrangle: Wade, NC 2019
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Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Figure 4. NRCS Soil Survey
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r Conservation Service National Cooperative Soil Surrey percent slopes
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Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Figure 5. Sketch of Jurisdictional Features within 400 feet of project area.
". " 4
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Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
******************************************************************************
----Lateral Effect Program Summary----
Application of Skaggs Method
Copyright 2006-2014. Brian D Phillips, R Wayne Skaggs, G M Chescheir
North Carolina State University Dept of Biological &Agricultural Engineering
Version: 2.8.1.0
Project Run Date and Time: 11/15/2019 1:15:59 PM
Output Filename: C:\LateralEffect\outputs\LateralEffect_Summary.txt Summary.txt
*****************************************************************************
Project Information
Project : STW_Cumberland-195_Moore
User: Krissina Newcomb
Company/Agency: Hal Owen &Associates, Inc.
Department:
Project Location: JT Matthews Rd
Project Coordinates:
Soil ID:
Notes:
Site Parameters
State: North Carolina
County/ Parish: Cumberland
Surface Storage: 1_inch_(2.5_cm)
Ditch Depth or Depth to Water Surface: 2 ft
Depth to Restrictive Layer: 18 ft
Drainable Porosity: 0.035
Hydroperiod: 14 days
User defined T25 or Default T25: DEFAULT
T25 value: 8.4 days
User Conductivity or Soil Survey Conductivity: SOIL SURVEY
Weighted Hydraulic Conductivity: 1.9498 in/hr
Hydraulic Conductivity Data by Layer for Soil: GoA_Goldsboro
Weighted Hydraulic Conductivity Calculated Using: Average K Values
Bottom Depth in Low K in/hr High K in/hr Average K in/hr
Layer 1 8.00 1.98 19.98 10.98423
Layer 2 15.00 1.98 19.98 10.98423
Layer 3 45.00 0.57 1.98 1.275588
Layer 4 216 0.57 1.98 1.275588
Layer 5 0.00 0.00 0.00 0.00
Layer 6 0.00 0.00 0.00 0.00
Layer 7 0.00 0.00 0.00 0.00
Layer 8 0.00 0.00 0.00 0.00
Lateral Effect: 144.5 ft
Soil Science Investigations • Wetland Delineations,Permitting, and Consulting

WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Project/Site: Pit#1 Moore City/County: Cumberland Sampling Date: 23 October 2019
Applicant/Owner: ST Wooten State: NC Sampling Point: 1
Investigator(s): Krissina Newcomb Section,Township,Range:
Landform(hillslope,terrace,etc.): Local relief(concave,convex, none): none Slope(%): 1
Subregion(LRR or MLRA): LRR P Lat: 35.165038 Long: -78.707549 Datum:
Soil Map Unit Name: Wagram NWI classification: None
Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.)
Are Vegetation ,Soil ,or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No
Are Vegetation ,Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS— Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X X
within a Wetland? Yes No
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required;check all that apply) ❑ Surface Soil Cracks(B6)
❑ Surface Water(A1) 0 Aquatic Fauna(B13) ❑ Sparsely Vegetated Concave Surface(B8)
❑ High Water Table(A2) 0 Marl Deposits(B15)(LRR U) ❑ Drainage Patterns(B10)
❑ Saturation(A3) 0 Hydrogen Sulfide Odor(C1) ❑ Moss Trim Lines(B16)
❑ Water Marks(B1) 0 Oxidized Rhizospheres along Living Roots(C3) ❑ Dry-Season Water Table(C2)
❑ Sediment Deposits(B2) II Presence of Reduced Iron(C4) 0 Crayfish Burrows(C8)
0 Drift Deposits(B3) ❑ Recent Iron Reduction in Tilled Soils(C6) ❑ Saturation Visible on Aerial Imagery(C9)
Q Algal Mat or Crust(B4) ❑ Thin Muck Surface(C7) ❑ Geomorphic Position(D2)
Q Iron Deposits(B5) ❑ Other(Explain in Remarks) ❑ Shallow Aquitard(D3)
❑ Inundation Visible on Aerial Imagery(B7) El FAC-Neutral Test(D5)
ID Water-Stained Leaves(B9) ❑ Sphagnum moss(D8)(LRR T,U)
Field Observations:
Surface Water Present? Yes No X Depth(inches):
Water Table Present? Yes No X Depth(inches):
Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data(stream gauge, monitoring well,aerial photos,previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

VEGETATION (Four Strata)- Use scientific names of plants. Sampling Point: 1
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30ft radius ) %Cover Species? Status
Number of Dominant Species
1. That Are OBL, FACW,or FAC: 1 (A)
2.
Total Number of Dominant
3. Species Across All Strata: 0 (B)
4.
Percent of Dominant Species
5. That Are OBL, FACW,or FAC: 0 (A/B)
6.
7 Prevalence Index worksheet:
8 Total%Cover of: Multiply by:
=Total Cover OBL species x 1 =
50%of total cover: 20%of total cover: FACW species x 2=
Sapling/Shrub Stratum (Plot size: 30ft radius ) FAC species x 3=
1 FACU species x 4=
2 UPL species x 5=
Column Totals: (A) (B)
3.
4. Prevalence Index =B/A=
5. Hydrophytic Vegetation Indicators:
6. 1 -Rapid Test for Hydrophytic Vegetation
7. _ 2-Dominance Test is>50%
8. _ 3-Prevalence Index is 53.01
=Total Cover _ Problematic Hydrophytic Vegetation' (Explain)
50%of total cover: 20%of total cover:
Herb Stratum (Plot size: 30ft radius ) 'Indicators of hydric soil and wetland hydrology must
1 Glycine max 90 Y UPL be present, unless disturbed or problematic.
2. Definitions of Four Vegetation Strata:
3. Tree-Woody plants,excluding vines,3 in.(7.6 cm)or
4. more in diameter at breast height(DBH),regardless of
5 height.
6. Sapling/Shrub-Woody plants,excluding vines, less
7. than 3 in.DBH and greater than 3.28 ft(1 m)tall.
8. Herb-All herbaceous(non-woody)plants,regardless
9. of size,and woody plants less than 3.28 ft tall.
10. Woody vine-All woody vines greater than 3.28 ft in
11. height.
12.
=Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: 30ft radius
1.
2.
3.
4.
5. Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes No X
Remarks: (If observed,list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Version 2.0

SOIL Sampling Point: 1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks
0-7 10YR 5/2 100 LS
7-12 10YR 6/3 100 LS
'Type: C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils3:
O Histosol(A1) ❑ Polyvalue Below Surface(S8)(LRR S,T, U) 0 1 cm Muck(A9)(LRR 0)
❑ Histic Epipedon(A2) ❑ Thin Dark Surface(S9)(LRR S,T,U) 11 2 cm Muck(A10)(LRR S)
❑ Black Histic(A3) ❑ Loamy Mucky Mineral(F1)(LRR 0) -I- R• educed Vertic(F18)(outside MLRA 150A,B)
❑ Hydrogen Sulfide(A4) ❑ Loamy Gleyed Matrix(F2) El
P• iedmont Floodplain Soils(F19)(LRR P,S,T)
❑ Stratified Layers(A5) ❑ Depleted Matrix(F3) 1 Anomalous Bright Loamy Soils(F20)
❑ Organic Bodies(A6)(LRR P,T,U) ❑ Redox Dark Surface(F6) (MLRA 153B)
❑ 5 cm Mucky Mineral(A7)(LRR P,T, U) ❑ Depleted Dark Surface(F7) ❑ Red Parent Material(TF2)
❑ Muck Presence(A8)(LRR U) El Redox Depressions(F8) 11 V• ery Shallow Dark Surface(TF12)
❑ 1 cm Muck(A9)(LRR P,T) El Marl(F10)(LRR U) -0 O• ther(Explain in Remarks)
❑ Depleted Below Dark Surface(A11) El Depleted Ochric(F11)(MLRA 151)
❑ Thick Dark Surface(Al2) 0 Iron-Manganese Masses(F12)(LRR 0,P,T) 3lndicators of hydrophytic vegetation and
❑ Coast Prairie Redox(A16)(MLRA 150A) 0 Umbric Surface(F13)(LRR P,T, U) wetland hydrology must be present,
❑ Sandy Mucky Mineral(S1)(LRR 0,S) 0 Delta Ochric(F17)(MLRA 151) unless disturbed or problematic.
❑ Sandy Gleyed Matrix(S4) ❑ Reduced Vertic(F18)(MLRA 150A,150B)
❑ Sandy Redox(S5) 0 Piedmont Floodplain Soils(F19)(MLRA 149A)
❑ Stripped Matrix(S6) _El Anomalous Bright Loamy Soils(F20)(MLRA 149A, 153C,153D)
❑ Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes No X
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

Received: 09/05/2019
State Historic Preservation Office
BORROW PIT/WASTE AREA INFORMATION FORM FOR
STATE HISTORIC PRESERVATION OFFICE REVIEW
Please Print or Type
County- W Plegti 4/(13 Pit Name t6d2E Pr Acreage-3 b—
Highway Project No.and Description - •9S Iv;41A,r,:.a5 CLs+ zes ER 19-2710
Contractor $-TT' a)o TWi) I1,s►MiMFt 144Fico — Due -- 9/13/19
Company and Contact Name
710 atto% ?IP A-
Street Address or P.O. Box
G►rtGS Nc r7fft £ J� 11117
Town,State,Zip Code
7.11-349-8.067 7$7.24-3.O o/ Due -- "ila3in
Telephone/Fax Numbers �
8.2 - � L M�r1++tE�.�tf{u���J,"t►Ocar�, csr�. S ' C- C-
❑ate Submitted
ARCHITECTURAL RESOURCES
1. Are there any buildings or structures on the project site?(Include abandoned barns, farmhouses,
tobacco sheds, bridges,etc.) NO
2. If yes,submit one set of photographs of any structures which appear to have been built before World War II
(Polaroid-type snapshots are okayy. Photos should show the front and one side of structure and area behind
structure.
ARCHAEOLOGICAL RESOURCES
1. Present and previous land uses of the proposed borrow area. FiAILm Z AN jb
2. What kind of site preparation, if any,has taken place on the project site? iVC-
3. !lave any artifacts(arrowheads,pottery,etc.) been found on the site? I V C)
4. Are any marked or unmarked cemeteries located within the proposed pit area? 1\,..)0
5. Has the area been surveyed by an archaeologist?If yes,give the name of the archaeologist and the date of the
survey, if know. VD
Please attach a copy of a map showing the exact location of the proposed borrow pit/waste area. A portion
of an identified USGS quad sheet is preferred and will ensure timely review of your project. Submit the
completed form and map to: Renee Gledhill-Earley, Environmental Review Coordinator,State Historic
Preservation Office,4617 Mail Service Center,Raleigh,NC 27699-4617 (telephone [phone]J.
"Allow at least thirty days for our review and comment'"`
XWe have no comment on the project as proposed.
Additional information is needed to complete our review.
. .An archaeological survey is recommended.
Signed: _PS6:4.0...Q. .-. r --- -.. - - Date: a. /?.1
Renee Gledhill-Earley
February 2008
SEP062019

RECLAMATION PLAN
CONTRACT ID C204823
FOR WBS 47532. 3. 2 NHP - 0095( 057)
FED . AID NO. STATE FUNDED
T. I . P. # I - 5986 A/I - 5877
COUNTY CUMBERLAND
MOORE BORROW / WASTE PIT DESIGNER: JON MEADE
CERTIFICATION # 3403
I / oCUMBERLAND COUNTY NORTH CAROLINA
7 W •'4
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BORROW SITE SUMMARY )2 : 0
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EROSION CONTROL AREAS 5.66 ACRES �� I�♦ 9
1 At
/b , 1,
rvi J.T. MATTHEWS RD.BORROW AREA 20.30 ACRESI -
HAUL ROAD 2.74 ACRES - ;;-
�° VICI \ ITY VAD
TOTAL PERMITTED AREA 28.70 +/- ACRES
/ .
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N 35.1666 W78.7067
/ .7 N 35.1670 q
N35.1664
I N 35.1663 W78.7075 ' I W78.7058
INDEX OF SHEETS \W78.7077
N35.1663 % 2 p35.1665 /W78.7058
W78.7080 ��� N35.1661 �',r N35.1661 /
COVER SHEET 78.7058 N35.1657 N35.1655 1 W78.7047
SHEET 2 EXISTING CONDITIONS w78 7o89I W78.7086 w78.7068
SHEET 3 PROPOSED BORROW SITE F TW78.7087 i SITE ! \
SHEET 4 EROSION CONTROL ' N35.1651
b' r / W78.7074
SHEET 5 DETAILS j ��
W78.7099 \ k / N35.1648 35. I \i78.7098
35.1642
o \ \ / N35.1645
7 ► W78.7051
w /�
Q121
7:35.1633 �� ¢' W78.7056 -
LAND OWNER: RONALD C. AND BETTY H. MOORE / 87092' ! N35.1634 Z N35.1632 �` N/7g,7074 -
5566 ELVA WALLACE RD. W78.7091 i� 7
GOD WI N, NC 28344 i2/" W78.7082 , N35.1629 // W78.7074 /
0
EL
_,
APPLICANT/ ,,Nv S.T. Wooten Corporation
0 MINE OPERATOR:
44 3801 BLACK CREEK RD. P.O. BOX 2408 WILSON, N.C. 27894-2408
TEL [phone] FAX [phone]
CT_ ATTN: MATT DAVIS
1
L
0
0
I REVISION , DATE BY DATE: NOVEMBER, 2019
N CLIENT CODE: WOOTE
GREEN ENGINEERING
MOORS BORROW PIT
JOB NUMBER: 19-127
<121 WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT FIELD BOOK: N/A
CADFILE: 19127-Moore-RP1.d
NN NORTH CAROLINA FIRM LICENSE: P-0115 COVER ASCII FILE:
RONALD C. AND BETTY H. MOORE PROPERTY LAST MODIFIED: 26-Nov-19
w 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 MODIFIED BY: TKW
I-
O TEL [phone] FAX [phone] [e-mail]
TOWN OF FALCON CUMBERLAND COUNTY, NORTH CAROLINA SHEET NO. 1 OF 5
XX-X-XXX

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?� s ., /W -* N35.1670 ���"T - 7W �� W /W\S W \ PIN: 0581-76-7862 r > cJ_V O� i � / // ^�, �v / -V -� r�f� J _ W78.7067► / a T 1 )� I 1 / DB. 4971, PG. 441 f •
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C �� N F i� N35.1661 "ice �� \ r � / / I l� J 1- �/ / SITE NOTES:
Rill
�ti� / e / I ( W78.7076/ 5 °� 4 c < \IS 1� `,4, •4; >/ i ( - I V /
/d �� RONALD C. & --.._.--
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I G BETTY H. MOORE � / \ �/ �!`/ } I VII 0, IW (WI \W� f}� �/� ( ( ' /� / BOUNDARY INFORMATION TAKEN FROM CUMBERLAND COUNTY GIS
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RONALD C. & / / / / r \ 1 / / /
N35.1633 I I SARAN F. MOORE HAMILTON o�` `� r / li / j /j �W � + W + III \k W I,�W + \ y /- L J /// ��� // THIS SITE IS NOT LOCATED IN THE 100 YR FLOODPLAIN.
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1 3801 BLACK CREEK RD. P.O. BOX 2408 WILSON, N.C. 27894-2408
1
TEL [phone] FAX [phone]
0
1 REVISION DATE BY DATE: NOVEMBER, 2019
GREEN ENGINEERING MOORS BORROW PIT CLIENT CODE: WOOTE
i JOB NUMBER: 19-127
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT FIELD BOOK: N/A
CADFILE: 19127-Moore-RP1.c
N NORTH CAROLINA FIRM LICENSE: P-0115 EXISTING CONDITIONS ASCII FILE:
RONALD C. AND BETTY H. MOORS PROPERTY LAST MODIFIED: 26-Nov-19
w 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 MODIFIED BY: TKW
1-
o TEL [phone] FAX [phone] [e-mail]
0
TOWN OF FALCON CUMBERLAND COUNTY, NORTH CAROLINA SHEET NO. 2 OF 5
XX-X-XXX

of f
`•N1 T ,o
04
WETLAND BUFFER NOTES: tio ` �oA MINIMUM 25' BUFFER IS REQUIRED FROM WETLANDS TO PIT 4 �� ��
LIMITS. , S yo`�� �,
FOR BORROW PITS BELOW THE WATER TABLE, THE SKAGGS \ •.
METHOD MUST BE USED TO DETERMINE THE SETBACK FROM .1„.
` „�
THE WETLAND TO THE ESTIMATED WATER PIT ELEVATION. FOR
THIS PROJECT, THE SKAGGS METHOD WAS USED TO OBTAIN < /ail
A REQUIRED SETBACK OF 145 LF TO THE EXCAVATED WATER •
PIT ELEVATION OF 140.0'. it
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5 a �� ,as n / w? / / V /
,as.�. --- W78.7099 / (28.7 ACRES) �� 7' �r- N35.1666 1-'-' - / � y w„ w ,- .w-.� W W/ .r w 4, 4, w L w w 4, 4, w 4, w f .r / '7- - Si
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\ _ _ _ - _r` ® / -� ' i % _ ' \ J I I \ 4 CORPORATION AND 2014 LIDAR DATA.
'' 11 �� / /, / - �� �\ / r 1 RONALD C. & r^ ` r 1
/? / - NATION �` I �_ 1 W •. W SW W \W L y Y
_ _ �_ "� /�� W /W �� ✓ �(S I BETTY H. MOORE lJ
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�` UTILITY LOCATIONS MAY NOT BE EXACT AND MUST BE VERIFIED
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N35.1633 I SARAH F. MOORE HAMILTON ` ~p ' f / �I I / -, // 144 144
W78.7092 O fl - I„r wL4, . * W d t�W w * / �1 i- eawow PIT FINAL WAmt
PIN: 0581-65-4069 / \ / 142N••40.0' 7142
DB. 10386, PG. 831 O J l_ =` ` � / / / ti����'_ ( 4 _ / / 140
PIT _ 31.44 AC \ 11 i
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PROPERTY / N35.1629 (28.7 ACRES) �`J �13 \ J / Y� /r 175,000 CY MATERIAL
a BUFFER W78.7074 I \
c v � °� / 1 150 150
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3 CROSS SECTION (SCALE 1 ": 100')
44/
3801 BLACK CREEK RD. P.O. BOX 2408 WILSON, N.C. 27894-2408
1
TEL [phone] FAX [phone]
0
1 REVISION DATE BY DATE: NOVEMBER, 2019
N GREEN ENGINEERING MOORS BORROW PIT CLIENT CODE: WOOTE
i JOB NUMBER: 19-127
a
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT PROPOSED FIELD BOOK: N/A
CADFILE: 19127-Moore-RP1.
N NORTH CAROLINA FIRM LICENSE: P-0115 RONALD C. AND BETTY H. MOORE PROPERTY ASCII FILE:
°� CONDITIONS LAST MODIFIED: 26-Nov-19
W 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 MODIFIED BY: TKW
1-
o TEL [phone] FAX [phone] OFFICE©GREENENG.COM
0
TOWN OF FALCON CUMBERLAND COUNTY, NORTH CAROLINA SHEET NO. 3 OF 5
XX-X-XXX

QJ c
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V _ r ISSIPATOR PAD /` - om - \_2 j C----- ---- ,--- - _z---- 110-4
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--- PIT ACCESS � / �--'- . .c-r / /DEPTH= 18" -- - BASIN LENGTH: 104 FT WIDTH=2' - f -- -_- W78.7045- CLASS A STONE WIDTH: 52 FT LENGTH=4' - >�7/ /v 1 / 1- --___ �� FGz, - N35.1663 DEPTH: 3 FT MIN. _ -� -) �-4
P _ N35.1658 W78.7080 RISER SPLE: 12.0" DEPTH= 12" ;r J , v w v v w// / --�� f I / -__ -y `�
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SPECIAL SEDIMENT CON v s W7 .707 DEPTH= 12" i4 ` 20 '
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w78.7o98 +,r_ /1"" �� � P > > �/ ti VICINITY MAP
rz� �j� N35.1661 �� / I 1
�� i 1►� �' - DEWATERING BASIN t v < f l 1 / 7 t�ti
F-- " �^'1, N�F - ` . W78.7076 _w\� BASIN LENGTH: 104 FT l J } J�1 �/ w LLLnnn � j ��� RONALD C. & �� ® l ��� r
WIDTH: 52 FT y z \ /
\ d BETTY H. MOORE N
( �O elf // �� ' eV DEPTH: 3 FT MIN. W > s // Z) II/ih/bh.hhl
\ RISER SIZE: 12.0"-A .)
\ r�� r Q • BARREL slzE: 12" 4' 1 +) J��� 1 / 5 SITE NOTES:
DB. 10466, PG. 862 hS // \ W /W I ` �� fJ
30.45 AC // 1 �� <
,,, „,,,, ,,*,_
� NOTE: / I ® / r1 y / ��/r/�� \ BOUNDARY INFORMATION TAKEN FROM CUMBERLAND COUNTY GIS
c.,_,P 1
�2 INSTALL RIM DITCHES AND/OR .r , 'iSPECIAL SEDIMENT CONTROL �� _/ 7 �f DATA. COORDINATES SHOWN ARE FROM CUMBERLAND COUNTY
r` TIAL PIT OPENING SUFFICIENT - / �• N35.1670 �, FENCE (SILT FENCE OUTLET ��% N�
DEWATER PIT THROUGH �� t j, OW ) W78.70584 AT LOW POINT / // GIS DATA.
ASIN. / � , / �� �// TOPOGRAPHIC INFORMATION TAKEN FROM FIELD SURVEY BY STW
STILLING B [ � �� a� f���.i I ® /( \ r ® ?):( t 1, ,,.1,( /�� ,% 7; �� CORPORATION AND 2014 LIDAR DATA.
91411_,,,_,_,I) ).,,s22,,,,5,,L,,I:TN01
N35.1651 ® � r � / .�
W7s 7074ly
W W UTILITY LOCATIONS MAY NOT BE EXACT AND MUST BE VERIFIED
z .� � N35.1655- �r� l �y� � ' PRIOR TO CONSTRUCTION.
. 7
S�'�L -�.r �' 1Z � L- S , o // I sv .v 1u. y J / /
F� ; �i SITE NOTES.
W78.7068 N35.1665
DISSIPATOR PAD a ��• °\ (�� �' W78.7058 j �� �� �/ ��1 T
// �
MS 0 / -4 * \ * 7,7 1 4' 7 / /-J
WIDTH=5' '�
LENGTH=S' N/F �� :-iii:
_ �� �I �� 1�� 1 v� /� TbkUI�L'�KR� II� R�Ak��1 FETI�EFA'�I��EC@�JNOEI�bYATA.
CLASS 1S 6 RONALD C. & � _ 1 I ^�/`/ COORDINATES SHOWN ARE FROM WAYNE COUNTY GIS DATA.
CLASS A STONE SARAH F. MOORE HAMILTON `� � �� '�-- � _N35.1633 PIN: 0581-65-4069 f - - I 1 � :I::
'_ �` L \Ilid /- NEP@dII,� I §f XA�I I A krff DVUTf YT1 STW
W78.7092 DB. 10386, PG. 831 PIT \ �" � � � 1:://-1:1:471:
- vl11l ���� �% ` CORPORATION AND 2014 LIDAR DATA.
� I \ 11 31.44 AC I f / �AI �N v � i �� STHIS SITE IS NOT LOCATED IN THE 100 YR FLOODPLAIN.
ACCESS /cyi�� ��46 (/ �( �� r
�� 1 Sti 47 1 UTILITY LOCATIONS MAY NOT BE EXACT AND MUST BE VERIFIED
"� TEMPORARY � �. / � ��� <� w� ��' ONTROL ) v �� /-sue PRIOR TO CONSTRUCTION.
N35.1632 CONSTRUCTION ENTRANCE ` ECIAL SEDIM�N C r \ \
W78.7091 irt ACCESS WITH SILT FENCE •'�� �147 FENCE (SILT FENCE OUTLET <�� N �� THIS MAP IS NOT MEANT FOR THE CONVEYANCE OF PROPERTY.
1 1-,z/'ti--,, AT LOW POINT) A N
M 'rl,�� .147� v .�
® �� C1 OTE: ' 7 ��\ NO BOUNDARY SURVEY HAS BEEN PERFORMED AT THIS TIME.
TEMPOR RY 15 rw7 / q 3.0 ACRE
g147
l
CROSSPIPE-B •� t\ s 47 �t� TO BE CLEARER ` INSTALL RIM DITCHES AND/OR :11:-.
<
0
1? \
\ a �� THIS SITE IS NOT LOCATED IN THE 100 YR FLOODPLAIN.
\ , My}�-'�s �r / INITIAL PIT OPENING SUFFICIENT
�� t ,� J ` TO DEWATER PIT THROUGH -/ Pit LIMIT _ `�i.,"
�s� 1�
' illJt 4 / STILLING BASIN. (28.7 ACRES) ? �r--L�
_ � -� �� •�A_ 7 N35.1661 t \
/ Y �� tiJ \ w78.7o47 EROSION CONTROL LEGEND
tip-' � (_ \ :ffel'r
/ MPORARILE AEAAL / 47 �� E Ev EXISTING CONTOUR
Lk�t( 1STOCKP -�j / ELEV PROPOSED CONTOUR
( �a 14 , ' A ®05/�� �r� /�, PIT LIMITS
ry)�a� J z � / _in_ SILT FENCE (1605.01)
N35.1629 O� eP
^q W78.7082 ` '� �rs c�4 f)K"` l
/ / zy �J ? `Z ' 5 ���` �' I���� SPECIAL SEDIMENT CONTROL FENCE (1606.01)
� GPI/ �5 N35.1634 ,� // �� ,, Z._s,- �;idp �\ �� -S 1\ //�� {� (USE AT LOW SPOTS ALONG SILT FENCE AS NEEDED)
+/ W78.7074 ��" �ti�� s48 ® ) O� �s7 -� ��
\ / �� �( �r/� i� ' �{ % P� MIN. 10' r TEMPORARY STILLING BASIN
�\,,,,_ / / � (� r- "' N35.1647► oGQJ \ �i�\ PROPERTY
4-7
\ .)-- \� -off W78.7056 ` ‘11/ BUFFER #.-� TEMPORARY DIVERSIONS (1630.05)
8� PIT LIMIT o,� - ,A� WITH LINER
MIN, 10' `" (28.7 ACRES) )-/-'---'-' <AIs \ '�
PROPERTY / N35.1629 i-/ J �'
BUFFER / N35.7074 1 �I _ < ,;A� EXCELSIOR MATTING
'f� r \® ® r BORROW PIT DEWATERING BASIN CALCULATIONS C COIR FIBER WATTLE (300mm MIN. MAY
1. 2� `
m I / SUBSTITUTE WITH ROCK SILT CHECK DAM TYPE B)
r r I- Design Design
Q 2N / ^ter L ,� / r 1, Dewatering Pumping Rate Dewatering Min Vol (ft3) Overall Calc Calc Length Design Design Q ROCK SILT CHECK DAM (TYPE B)
°c�° �>� �� �� Basin Q (gpm) Time (hrs) (V=8.0203 x Q x T) Min Area (ft2) Depth ft Depth (r Width (ft) (ft) Width (ft) Length ft Design Volume
n f p O g ( )
N �� �. / / Iat Riser _ _ _ Area (ft2) (ft3)
�S Z�Y_6 s� i - v r W78 70 1 �' #1 1000 2.0 16,041 5,347 4.0 3.0 51.7 103.4 52 104 5,408 16,224
Oa �� 1 0 " AIL N35.1648 OUTLET STRUCTURE: 12" riser pipe with invert set at 3ft water level
3 1 N W78.7047 �1�
/ / - l DISSIPATOR PAD/OUTLET PROTECTION SCHEDULE
N 1 / N \ r . X-XXXX I EC-3B
���J// NCDOT METHOD
co 5 ( ) ®IVISI®N OF HIGHWAYS
N /� a- PROPERTY LINE NUMBER APRON APRON STONE D50 OUTLET
L ENGINEER ENGINEER
i 1 STATE OF NORTH CAROLINA
i
/
y 1-V' LOCATION PIPE DIA.1 OF PIPES LENGTH2 WDTH3 CLASS DEPTH 4 STONE PROT'N
i ?'\_ ' >r INCHES (La) FEET FEET STONE INCHES SIZE TYPE
Z \---- 0 N,
,'// ' \ 349 ;Li �� �,-.J J*fix Dewatering Basin 12 1 4.0 2.0 B 12 9 Without Ditch SOIL STABILIZATION TIMEFRAMES
T /� Tjo
`~v s ` < 4�L� 1 Pipes: Do =Pipe Diameter; Channels: Do =Square root of the cross sectional area of flow at channel outlet
-0 \ �Mvs�� ,?� � �� 2La =4xDo
N
�\ -� -- 3 W=4x Pipe Diameter
�r
I- \ 4 15"for Class 1 rip rap and 12"for Class B rip rap
c
0
01
c
PIT ACCESS CROSSPIPE
w n = 0.013 _ _ SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
a A _ tc I Cc Q10
FROM TO INLET INLET TOTAL INLET PIPE TIME OF INTENSITY RUNOFF DSCHRG SLOPE Dtheo SIZE VfuII LENGTH SEGMENT UPPER LOWER
6 - PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE
L AREA AREA AREA TIME _ TIME CONC COEFF PIPE TIME INVERT INVERT
(SF) (ACRES) (ACRES) (MIN) (MIN) (MIN) (IN/HR) (CFS) % (INCHES) (INCHES) (FT/SEC) (FT) (MIN)w HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE
o
Q IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
Lu
CROSSPIPE-A IN OUT 62660 1.44 1.44 _ 5 0.06 5.06 _ 7.21 0.6 6.2 _ 1.00% 15 18 _ 5.9 _ 20 0.06 _ 146.00 145.80 SLOPES STEEPER THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
oz CROSSPIPE-B IN OUT 31648 0.73 0.73 5 0.06 5.06 7.21 0.6 3.1 1.00% 11 15 5.3 20 0.06 146.00 145.80 SLOPES 3:i1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
DISSIPATOR PAD/OUTLET PROTECTION SCHEDULE ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HOW ZONES.
O (NYDOT METHOD)
o NUMBER APRON APRON STONE D50 OUTLET
w LOCATION Q(full) Q(10) V(full) V(10) PIPE DIA.' OF PIPES LENGTH'- WIDTH CLASS DEPTH 4 STONE PROT'N S.T. WOOTE N CORPORATION
0) CFS CFS FPS FPS INCHES ZONE M (La) FEET FEET STONE INCHES SIZE TYPE
J
CROSSPIPE 10.49 6.22 5.94 3.52 18 1 4 1 6 6 A 18 6 A
Q, CROSSPIPE 6.45 3.14 5.26 2.56 15 1 4 1 5 5 A 18 6 A
-o 1 Pipes: Do = Pipe Diameter;Channels: Do =Square root of the cross sectional area of flow at channel outlet 3801 BLACK CREEK RD. P.O. BOX 2408 WILSON, N.C. 27894-2408
LI 2La = MxDo :(IF N>1. La = 1.25xMxDo)
II 3 Type A:W=4 x Pipe Diameter:Type B:W= Channel Bottom +Sides up to top of bank TEL [phone] FAX [phone]
'6 4 Type A:d= use table :Type B:d = 1.5 x MAX.STONE SIZE
0
1 REVISION DATE BY DATE: NOVEMBER, 2019
N GREEN ENGINEERING CLIENT CODE: WOOTE
MOORS BORROW PIT
7
JOB NUMBER: 19-127
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT EROSION CONTROL FIELD BOOK: N/A
CADFILE: 19127EMoore-RP1.c
N NORTH CAROLINA FIRM LICENSE: P-0115 RONALD C. AND BETTY H. MOORE PROPERTY ASCII FILE:
PLAN LAST MODIFIED: 26-Nov-19
w 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 MODIFIED BY: TKW
1-
o TEL [phone] FAX [phone] [e-mail]
TOWN OF FALCON CUMBERLAND COUNTY, NORTH CAROLINA SHEET NO. 4 OF 5
XX-X-XXX

C204283(I-5986A)1-5877) NC1)OT General Seed Specifications Cumberland and Harnett Counties C204283(1-5986A(1-5877) NCDOI'General Seed Specifications Cumberland and Harnett Counties - I o0
For Seed Quality For Seed Quality H>
***STANDARD SPECIAL PROVISIONS*** Rye(grain;all varieties ¢¢ H¢0"
) 8' MAX. WITH WIRE ¢H3 W_I 1-1
Kentucky Bluegrass(all approved varieties) (6' MAX. WITHOUT WIRE) No0o NOTES oo¢yxz
NCI)OTGENERAL SEED SPECIFICATIONS FOR SEEI)QUALITY Hard Fescue(all approvedooa=z W¢aLL=
varieties) x 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE cox o 0
(4-;-1I) Z-3 Shrub(bicolor)Lespedeza w¢¢u_= TRUCKS. _~z w
!-c>xocs 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION co1-u_o_1
MIDDLE AND VERTICAL WIRES ¢ 1- 1-1 cc '-'
I ' 70% 1% 2%
1-x zw, BY ALL CONSTRUCTION VEHICLES. oocmQ
Seed shall and testedby It• North CarolinaDepartment A r1 1 Agriculture and //— rn �end a be sampled a the of6LIft c d d Minimum pure live seed; maximum total weed seed; maximum total other crop SHALL BE 121/2 GAUGE MIN. mooQ 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT zF>
Consumer Services,Seed Testing Laboratory- When said samples are collected,the vendor shall seed;maximum 1.44 noxious weed seed per pound.Seed less than 70%pure live seed will not be o •co ec TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. 0.8
supply an independent laboratory report for each lot to be tested. Results from seed so sampled approved. r > PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. o
tp y h p p T N a.~ - 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
shall be final. Seed not meeting the specifications shall be rejected by the Department of TOP AND BOTTOM STRAND Lug CLEANED UP IMMEDIATELY.
"Transportation and shall not be delivered to North Carolina Department of `Transportation Centipedegrass Japanese Millet - SHALL BE 10 GAUGE MIN. 24" MAX. 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
warehouses- if seed has been delivered it shall be available for pickup and replacement at the Crownvetch Reed Canary'Grass (18" MIN.) INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
` FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
supplier's expense. Pensacola Bahiagrass Zoysia ) I I I Pc i; 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO W
Creeping Red Fescue -N N I I I I H I I 11 1 n 1 1 -I i _ - - -Lam. 1 1 1 0� BE DETERMINED BY THE ENGINEER. v
r rrl 'l� �n =m ran-rn-mom-mn- krt z
1 0 ' i. 7. USE CLASS A' STONE OR OTHER COARSE AGGREGATE APPROVED
Any re-labeling required by the North Carolina Department of Agriculture and Consumer a
p •,j 1.,7- J, S BY THE ENGINEER. o
Services,Seed Testing Laboratory, that would cause the label to reflecl as otherwise specified Minimum 70"s pule live seed; maximum 1'I/o total 'se d seed; maximum 2%total other crop ' QJ •.i��4.+ ,0-•;;- f, t. 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES L` F-
herein shall be rejected by the North Carolina Department of Transportation. seed;maximum 5%inert matter;maximum 144 restricted noxious weed seed per pound. WIRE o W > ; fix ! i FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. z W
Seed shall be free from seeds of the noxious weeds .lohnsongrass, 13alloonvinc, Jimsonweed, Barnyard Grass FILTRATION GEOTEXTILE z W SC''t � O
'itchweed, Itchgrass- Serrated Tussock- Showy Crotalaria, Smooth C'rotalaria, Sicklepod, 13ig Bluestem NOTES Q r, 'r, r :r,• C
Sandbur,Wild Onion,and Vs ild Garlic.Seed shall not he labeled with the above weed species on little Bluestein z' )1
the seed analysis label. Tolerances as applied by the Association of Official Seed Analysts will Bristly Locust USE WIRE A MINIMUM OF 32" 0 H <s; z cc
N()1 he allowed ter the above noxious weeds except for Wild Onion and Wild Garlic. Birdsfout trefoil IN WIDTH AND WITH A MINIMUM FILTRATION GEOTEXTI LE�� rn y } - a H
1.ndtanirass OF 6 LINE WIRES WITH 12" STAY a ' �'" ''t ' Z
SPACING. COMPACTED FILL z } ,,;. 0
Tolerances established by the Association of Official Seed Analysts will generally be Orchardgrass CLASS 'A' STONE �' =
Swsitchgrass USE FILTRATION GEOTEXTILE H Q i 8 IN. MIN. DEPTH \ti recognized. 1l.owever,for the purpose of 1igllring pure live seed,the found pure seed and found J
Yellow Blossom Sweet Clover A MINIMUM OF 36" IN WIDTH AND 1 c� J
germination percentages as reported by the North Carolina Department of Agriculture and — - - - - - = 0 ) z w
FASTEN ADEQUATELY TO THE WIRE - i;:i,?ii c� d ) w Q
Consumer Services, Seed'Testing Laboratory will be used. Allowances, as established by the — — _-- ~
AS DIRECTED. _
NCDO1,will be recognized for minimum pure live seed as listed on the following pages. „ —III—I I 11!!!
I _I I I� I I—III cD W NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE CC
PROVIDE 5'-0 STEEL POST OF z I— 0'
w
THE SELF-FASTENER ANGLE STEEL
The specifications for restricted noxious weed seed refers to the number per pound as follows: _TYPE. STEEL POST - 2 0 DEPTH
FOR MECHANICAL SLICING METHOD
Restricted Noxious Limitations per Restricted Noxious Limitations per INSTALLATION, GEOTEXTILE SHALL -
SHEET 1 OF 1
Weed Lb.of Seed Weed Lb.of Seed BE A MAXIMUM OF 18" ABOVE GROUND I 1607.01
Blessed Thistle 4 seeds Cornflower(Raged Robin) 27 seeds SURFACE. EXTENSION OF GEOTEXTILE AND
Cocklebur 4 seeds "Texas Panicunt 27 seeds ] WIRE INTO TRENCH SHEET 1 OF 1
Spurred Anoda 4 seeds Bracted Plantain 54 seeds F) 1605.01
Velvetleaf 4 seeds Buckhorn Plantain 54 seeds
Morning-glory 8 seeds Broadleaf Dock 54 seeds
Corn Cockle I0 seeds Curly Dock 54 seeds
Wild Radish 12 seeds Dodder 54 seeds
Purple Nutsedge 27 seeds Giant Foxtail 54 seeds
Yellow Nutsedge 27 seeds Horsenetile 54 seeds
Canada Thistle 27 seeds Quackgrass 54 seeds
Field Bindweed 27 seeds Wild Mustard 54 seeds
-Iedge Bindweed 27 seeds z z
0
INSTALL T-POST TO ANCHOR o �.o
DRAPE BAFFLE MATERIAL OVER WIRE STRAND H> H}¢
BAFFLE TO SIDE OF BASIN AND
AND SECURE WITH PLASTIC TIES AT POSTS ¢a ¢¢3 .
AND ON WIRE EVERY 12" SECURE TO VERTICAL POST ziz x,2 z o x o
664 �o` ooa=z 000=z
662 cc
km-----4' MAX. �"�o��'' W¢aw= NOTES �vaLLo=
HUQOH cc C7
/ ...4e,
HxHzw H2HZLu
9 GAUGE MIN HIGH AI - -,-V _-
TENSION WIRE STRAND -;;;::;;;:off= vow } �0 cn, EXCAVATE TEMPORARY DIVERSION WITH NON-VERTICAL SIDE SLOPES AND NOT �cc0N<
�i� :ii...;;....- -;.f� I
SHALL BE SECURED '•;;:�;�,;�:;iO� zF> GREATER THAN 1 .5:1 SLOPE. -w zrM
TO POST TO SUPPORT 3' �• •• �� Gi . a
BAFFLE MATERIAL II.' I_ '1511101t�`'' VARIABLE DEPTH Lug SEED BERM CREATED BY COMPACTED SOIL AS DIRECTED. ' woo
C:204283(t-5986A/1-5877) NCDO 1'General Seed Specifications Cumberland and Harnett Counties ! :/�OG�G
For Seed Quality , -- ��i`y�'
1=11=11=11C11=11P 711=11=11=11= -5=11- - �_] I ■ I _ �1'
= I 1� _ =1=II I I I I ��
Seed of Pensacola Baltiagrass shall not contain more than 7%n inert matter, Kentucky Bluegrass,
SECURE BOTTOM OF BAFFLE
Centipede and Fine or Hard Fescue shall not contain more than 5% inert matter whereas a SILT FENCE TO GROUND WITH 12" STAPLES x COMPACTED SOIL cc
maximum of 2%inert matter will be allowed on all other kinds of seed.In addition,all seed shall BAFFLE MATERIAL C \-1.-1 2' MINIMUM H— E Z
AT 12" MAXIMUM SPACING BAFFLE MATERIAL
not contain more than 2e/0 other crop seed nor more than 1% total weed seed_The germination W 7}�' o O
rate as tested by the North Carolina Department of Agriculture shall not fall below 70%,which ti J •
FLOW N
includes both dormant and hard seed. Seed shall be labeled with not more than 7%, 5%or 2% TEMPORARY LL 1 6„ �� a °C
inert matter(according to above specifications),2%other crop seed and 1%total weed seed. DIVERSION 11 GAUGE o m ( (�( H , �( MI MINIMUM o
\ -.611 30' f NOTES: LANDSCAPE o II�II�II�II�II�II�II�II�I�� 1 o p
ROAD ALONG STAPLE cc
.
Exceptions may be made for minimum pure live seed allowances when cases of seed variety 1 . INSTALL THREE(3) COIR FIBERW a
CL EXISTING
shortages are verified-Pure live seed percentages will be applied in averitied shortage situation- BAFFLES IN SILT BASINS AND SEDIMENTI. a H 6' TYPICAL a FARM PATH
Those purchase orders of deficient seed lots will be credited with the percentage that the seed is DAMS AT DRAINAGE OUTLETS WITH A — — — �i — I— = F Lu a <
deficient. SPACING OF 1/4 THE BASIN LENGTH. IIIIII —11I I-III=III-III = °C x a
co c4 FURTHER Sl'I CII=ICATIONS 1 C)12 EACH SEED GROUP ARE GIVEN BELOW: 2. TWO(2) COIR FIBER BAFFLES CAN BE J V W
III III 1111IIIIIIIIIIIIIIIIIIIIIIIIIII11 INSTALLED IN SILT BASINS AND DAMS STEEL POST - 2'-O' DEPTH 8 cs H
w
w CROSS SECTIONAL VIEW
Minimum 85'% pore live seed; maximumamaximum1% total weedseed; maximum 2`'o total other crop LESS THAN 20 FT. IN LENGTH WITH A
SPACING OF 1 /3 THE BASIN LENGTH.
seed;maximum 144 restricted noxious weed seed per pound.Seed less than 83%pure live seed
will not be approved. 3. TOP HEIGHT OF COIR FIBER BAFFLES BAFFLE MATERIAL SHALL BE SECURED
TYPICAL ACCESS ROAD X- SECTION SHALL NOT BE BELOW BASE OF EMERGENCY TO THE BOTTOM AND SIDES OF BASIN
Sericeal..espedeza NO SCALE SPILLWAY ELEVATION. USING 12" LANDSCAPE STAPLES
Oats(seeds) SHEET 1 OF 1 SHEET 1 OF 1
1640.01i 1630.05
Minimum 80% pure live seed; maximum 1% total weed seed; maximum 2%total other crop;
maximum 144 restricted noxious weed seed per pound. Seed less than 78%pure live seed will
not be approved,
Tall Fescue(all approved varieties) Bermudagruss
Kobe I..espedeza Drowntop Millet
Korean l.espedeza German Millet-Strain R
Weeping Lovegrass Clover---Red/White!Crimson
Carpelgrass
Minimum 78% pure live seed; maximum 1% total weed seed; maximum 2% total other crop
seed;maximum 144 restricted noxious weed seed per pound.Seed less than 76%pure live seed
will not be approved.
m ow X-XX 7 * I SEC-X
Common or Sweet Sundangrass ow Z1- BORROW PIT DEWATERING BASIN DETAIL ... I"..
to n1% 2% Z H 2 W-10_'-'O O` CLASS A STONE
Minimum 76/G pure live seed; maximum total weed seed; maximum total other crop wJOxU O-10_xz• GENERAL NOTES:
ai seed;maximum 144 restricted noxious weed seed per pound.Seed less than 74%pule live seed o o�x z NOTES w¢¢LL m FILTRATION
CC Z H V 2 O rz DETERMINE BORROW PIT DEWATERING BASIN SIZE USING GEOTEXTILE COIR FIBER BAFFLE
© will not be approved. H U<o c=7 <=H z w V = 8.0203 * Q * T, WHERE V IS VOLUME (FT'), Q IS
t 3 ft ► ¢ H rn H w O_1 PUMP FLOW RATE (GPM), AND T IS DEWATERING TIME (HR).
CD ail-wo_J EXCAVATE TEMPORARY DIVERSION WITH NON-VERTICAL SIDE SLOPES AND NOT oovt� USEDEW MAXIMUMNG TILOWME ORATEF 2 HOF 1 00 GPM AND A MINIMUM .�ri
0 0o CO GREATER THAN 1 .5:1 SLOPE. z '> STONE ENERGY
N _ z j a r-, RISER SHALL BE A NON-PERFORATED, SMOOTH OR CORRUGATED DISSIPATOR
NOTES r a.+ SEED BERM CREATED BY COMPACTED SOIL AS DIRECTED. 9wo MATERIAL WITH A FLASHBOARD OPTION.
VARIABLE y* 1/4 WIRE MESH 0 O O CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH
N
DIMENSION
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT ROADWAY STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT
CONTROL STONE.a) _ SEDIMENT CONTROL STONE MEETS THE SPECIFICATIONS OF ROADWAY STANDARD 1060-14. .:�Y+S':� USE HARDWARE CLOTH 24 GAUGE WIRE MESH 2 ft PROVIDE 5' STEEL POSTS OF THE SELF-FASTENER 3;E 663 WITH 1/4 INCH MESH OPENINGS. 1 ft min ANGLE STEEL TYPE. INSTALL STEEL POSTS
_ _ _ LIJ WITH NO MORE THAN 3' OF THE POST APPEARING
_ _ _ ABOVE THE GROUND.
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
Z POST 2 FT. DEEP MINIMUM. - -I_ W COMPACTED SOIL L m ATTACH THE COIR FIBER MAT TO THE STEEL
m U. .-I 2' MINIMUM f~ 0 POSTS WITH WIRE OR OTHER ACCEPTABLE MEANS
T SPACE POST A MAXIMUM OF 3 FT. O - w 2E AND STAPLED INTO THE BOTTOM AND SIDE SLOPES
0 OF THE BASIN WITH 12" STAPLES.
-Op O om 4 X D OUTLET W/DITCH OUTLET W/0 DITCH z J C7
o~ FOR INSTALLATION BETWEEN SECTIONS OF O O z INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND
1-1
to �, 1 D CLASS'13'RIP RAP CLASS I RIP RAP CLASS'B'RIP RAP CLASS I RIP RAP r z cc FLOW ~ N
T 'E ( iLE T$ _ H SILT FENCE, EXTEND SEDIMENT CONTROL " BOTTOM OF BASIN AT INLET AS SHOWN IN THE DETAIL.
.AILV
x zo A rl. r. TONS , S.Y. TONS TONS S.Y. TONS ¢ STONE A MINIMUM OF 12' IN WIDTH ON EACH Z 1'-6 ...1------ Q W
H' >~O 3, �a�''f��� 12" 2 5 5 2 5 1 4 2 1 T$4v L z¢x U SIDE OF SPECIAL SEDIMENT CONTROL FENCE ¢ - MINIMUM ¢ USE THE TYPICAL SECTION SHOWN FOR THE
r0�'--1N •� f;•,� 15" 2 7 7 3 7 1 5 _ 3 2 6 LLJO►r SECTION. 1/4 WIRE MESH C V - C BORROW PIT DEWATERING BASIN AS A GUIDE. THE EARTH DIKE
C m z x �i Et ��i` O O w x Z i ~i BASIN MAY HAVE ANY TYPE CONFIGURATION AS LONG AS
O G� ; ��i�a I♦� 18" 3 10 9 4 10 2 7 4 2 8 ¢Z SEDIMENT CONTROL STONE C ¢ CI SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS PLAN
2 D D rn 1,�t =1�' 24° 5 14 15 7 15 3 11 7 4 12 V¢p x Q ARE MADE FOR A NON-PERFORATED RISER. RISER
- x�'o� y�� - '`• 30" 8 21 21 11 22 5 16 11 7 17 ¢ „ ,-, 1 ft min o LU o
z~•v ,1 - - H x 2Euj z W z CC DO NOT EXCEED 3L¢ FT. IN HEIGHT FOR THE EARTH
L • ,n0~ 36" 11 28 29 _ 15 30 7 22 16 10 23 OHILOJ ,r Q E 6' TYPICAL a Q DIKES REQUIRED FOR BORROW PIT DEWATERING BASIN.
D y rD , 42" 15 37 39 20 39 10 28 22 13 30 z O cn rc WATER FLOW 2•1 /' I- I-I H
C _�O�O2!� rz 0 THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE
>H — 100) 48" - - 49 26 50 - - 28 17 38 F,> • 6 o�_ W = AND DEPENDENT ON SPECIFIC SITE REQUIREMENTS
OO i '/ a 54" - - 60 33 62 - - 36 21 47 o_p 'EMI.
I��`� Cll=J)U b I— (Ci) N cn a AS WELL AS PROPOSED CONSTRUCTION OPERATIONS. 6 1'-0"x
w z , ,*►* � 60" - - 73 40 75 - 44 26 56 o -M - = I
IIC-III bin - ~ w 'I I~ I
J SUBMIT THE SIZE, LOCATION AND RISER PIPE 11� il,
*13:11�, * 66" - - 87 48 89 - - 54 32 67 z Q z MATERIAL FOR APPROVAL PRIOR TO CONSTRUCTION. 1r �1 1' T
C \��� _ STEEL POST - 2 ft DEPTH
a) *e�, , 72" - - 102 57 104 - - 64 38 78 ' w I-4 CROSS SECTIONAL VIEW w PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING
a) 0 \ 14 WIRE MESH L.) ..
I_ NOTE: _ 4 X D CON W BASIN TO A MAXIMUM DEPTH OF 6 IN. BELOW TOP OF / UNCLASSIFIED ' ANTI-SEEP
CO M FOR CALCULATION PURPOSES ~ 2 ft a EARTH DIKE. m • EARTH MATERIAL COLLAR
o G ____ CLASS B' RIP RAP = 100 LBS./FT3 *1. J y x \\
O �i ��t CLASS I RIP RAP = 105 LBS./FT3 ,�;�eF' PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE ion COIR FIBER BAFFLE STEEL POSTS
m � y�i� f, f- OUTLET OF THE PUMP DISCHARGE HOSE AND OUTLET OF
m f�;R;%4; j. 1r,, �1 oc O THE RISER BARREL IN ACCORDANCE WITH ROADWAY VARIABLE
LeJ 1�l�,11`•dk 2 X D f ��
� w��'1�, t.�i��(•.J����if 0 O STANDARD DRAWING 876.02 FOR OUTLET W/0 DITCH.
r 1,70' it4'11; f�i;r-��*�j�r�e�� �e� " TYPICAL SECTION VIEW
w ~ �A �A ��1 B co OW. SHEET 1 OF 1 SHEET 1 OF 1 NOT TO SCALE
:E XI = B ° ')�e�il.�`il;fi►` . Z 1 1 1606.01 1630.05
L
L.Icn A ���►� � a
z ¢
o xi z PLAN o Q
a �
> -a m D SLOPE 11-5:1 OR FLATTER 41411..., Q a
,r; O Q
cn IL
15 i. ,-. - 4,,,444,41.,,.., fa ,eitImill t..--' = =
EL zr�r1 O cc
H ke
c�I ��� /�/I �cile d,.. 2
T :\�:��� - 010, PLAN o O
f f T
u) O O �%i iCktli��' I = LL
p C GEOTEXTILE w
1- SECTION A-A �r„'��i�)��1�;'��i�`��iWil �;' 0
3 N PIPE OUTLET WITH DITCH :11�� 1'1______�kr''j I
azi H= RIP RAP TO TOP OF PIPE (MAX. H = D + T) GEOTEXTILE
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B
SHEET 1 OF 1 T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SHEET 1 OF 1
(I 876.02 PIPE OUTLET WITHOUT DITCH 876.02
a)
L
0
0
I REVISION DATE BY DATE: NOVEMBER, 2019
N GREEN ENGINEERING CLIENT CODE: WOOTE
iy, MOORS BORROW PIT
7
JOB NUMBER: 19-127
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT FIELD BOOK: N/A
CADFILE: 19127-Moore-RP1.1
N NORTH CAROLINA FIRM LICENSE: P-0115 DETAILS ASCII FILE:
RONALD C. AND BETTY H. MOORS PROPERTY LAST MODIFIED: 26-Nov-19
w 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 MODIFIED BY: TKW
1-
o TEL [phone] FAX [phone] [e-mail]
TOWN OF FALCON CUMBERLAND COUNTY, NORTH CAROLINA SHEET NO. 5 OF 5
XX-X-XXX