20190289 Ver 1_DWR_USACOE Response Part 1_20190816

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1001 Boulders Parkway
Suite 300
Richmond, VA 23225

P 804.200.6500
F 804.560.1016
www.timmons.com
August 16, 2019

Mr. David E. Bailey
Regulatory Project Manager
USACE Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

Ms. Sue Homewood
Division of Water Resources
North Carolina Department of Environment
and Natural Resources
450 W. Hanes Mill Rd, Suite 300
Winston Salem, North Carolina 27105

Re: Request for Additional Information - Publix Distribution Center - (DWR: 20190289 &
USACE: SAW-2018-00240)

Mr. Bailey & Ms. Homewood,

Please find responses to the items requested by the North Carolina Division of Water
Resources (DWR) in an Additional Information Request Letter dated March 28, 2019 and by the
U.S. Army Corps of Engineers (USACE) in an email dated April 22, 2019 in association with a
Request for Additional Information for the Individual Permit issuance for the Publix Distribution
Center project located in Guilford County, North Carolina.

Comments below from the DWR (in black) with responses (in red):

1) In accordance with 15A NCAC 02H .0502(c), if the U.S. Army Corps of Engineers
requests a response to any comments received as a result of the Public Notice, please
provide the Division with a copy of your response to the USACE.

A copy of the responses to the USACE is provided herein to the North Carolina Division
of Water Resources (DWR). A copy of any additional comments received as a result of
the Public Notice and associated responses will be provided to the Division.

2) In accordance with 15A NCAC 02H .0506(b)(4), please provide a qualitative indirect and
cumulative impact analysis for the project.

A detailed qualitative indirect and cumulative impact (ICI) analysis as outlined in the
DWQ Cumulative Impact Policy guidance (April 10, 2004) is included as Attachment 4.

3) In accordance with 15A NCAC 02H .0502(b), please provide detailed site plans at a
scale of no smaller than 1” =50’ with topographic contours shown. These drawings must
include clear impact drawings and/or insets that include all permanent fill and any
temporary fill shown as hatching or color coded.

Detailed site plans are included as Attachment 1. Wetland Impacts Exhibits at a scale of
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no smaller than 1” = 50’ with topographic contours are included in Attachment 2.

4) It is unclear from the scale of the drawings and lack of comparable information on the
exhibits as to whether the applicant ’s On-Site Alternative Analysis provides similarly size
alternatives and therefore demonstrates adequate Avoidance and Minimization. Please
provide more clarity regarding the On-Site Alternatives. In particular, please clearly show
that each alternative is of similar size/capacity of warehouse space, parking, and
associate features as proposed in the preferred alternative.

Please see Alternative 1 and Alternative 2 in Attachment 5 for the applicant’s on-site
alternatives analysis. Due to the fact that all facilities need to be located on the same
campus to reduce the infrastructure required, assure operational efficiencies, and
operational safety the facility layout is fixed. Based on these constraints two on-site
alternatives are feasible.

1. Alternative 1 (East/West Configuration):
This alternative depicts an east to west orientation with 3 access locations along NC
RT 70, Burlington Road. This orientation would require permanent impacts to 7,154 lf
of stream and 5.1 acres of wetland impacts. This represents an increase in impacts
to the preferred alternative of 2.5 acres of wetlands and 2,672 lf of stream.
Therefore, this alternative cannot be characterized as the least environmentally
damaging practical alternative (see Attachment 5).

2. Alternative 2 (North/South Configuration):
In an effort to exhaust the exploration of on-site alternatives, a North/South facility
orientation was considered. While this orientation would represent a reduction in
overall wetland impacts by 1.9 acres, most of the reduction would consist of the man-
made open water pond located on the adjacent property that was formerly a golf
course. This feature has minimal ecological value. Additionally, this alternative
represents an increase of 236 lf of stream impacts as compared to the preferred
alternative. Furthermore, this orientation is not feasible because it does not fit within
the parcel boundaries and would necessitate multiple property transactions with
adjacent landowners (see Attachment 5).

5) In accordance with 15A NCAC 02H .0506(f) and (g), please clarify whether the Division
of Energy, Mineral and Land Resources will require any temporary impacts (riprap
stabilization, basins, etc) to streams or wetlands as part of the Erosion & Sedimentation
Control Plan approval. If any impacts are required, please enumerate and clearly label
the temporary and permanent impacts on the site plan and submit a restoration details
for any temporary impact areas shown.

Temporary impacts to streams and riparian buffers will be required as part of the Erosion
and Sedimentation Control Plan approval. Temporary impacts are clearly labeled on the
Wetland Impacts Mapping included in Attachment 2. Temporary stream impact areas
will be returned to pre-existing contours and stabilized with a riparian seed mix under the
EC-2 matting to increase slope stability while providing a variety of native herbaceous
species that propagate at varying times throughout the year including spring, summer,
fall and winter. Riparian Buffer seed mix shall consist of ERNMX-179 from Ernst Seeds
or equivalent at a rate of 20lbs/ac.

6) In accordance with 15A NCAC 02H.0506(a), a 401 Water Quality Certification may only
be issued upon determining that existing uses are not removed or degraded by a
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discharge to classified surface waters. Based on the information provided in the
application and associated documents, all surface flow from the project is proposed to
be rerouted through multiple stormwater wet detention basin. Please note that the
rerouting of any drainage and surface flow has the potential to remove existing
hydrology from feature adjacent to this project and therefore remove existing uses of the
stream channels or wetlands. Upon further review of the information provided in
response to this Item, the Division may require a more thorough analysis and/or more
information for particular portions of this project.

Additional information will be provided upon request from the Division. Please see
attached Indirect and Cummulative Impact Analysis, included as Attachment 4, as well
as sheets C-100 through C-315 of Attachment 1. The stormwater outfall locations
demonstrate that downstream reaches will maintain hydrology.

7) Since the road improvements are for the Publix private development, can any portion of
the stormwater from the road improvements be treated by the SCM’s treating the Publix
site runoff?

A portion of the US 70 widening will be treated by one of the stormwater ponds. Most of
the road that is being widened drains away from the Site, so NCDOT is maintaining the
drainage that flows away from the Site. Per NCDOT requirements they are not allowed
to divert stormwater in a different direction from pre-development drainage patterns.
The NCDOT term for this is “hydraulic Trespass”. Therefore, no stormwater from the
road improvements can be treated by the SCM’s treating the Publix site runoff.

Comments below from the USACE (in black) with responses (in red):

A) Permits for the work within wetlands or other special aquatic sites are available only if
the proposed work is the least environmentally damaging, practicable alternative. Please
furnish information regarding any other alternatives, including upland alternatives, to the
work for which you have applied and provide justification that your selected plan is the
least damaging to water or wetland areas.

A detailed review was performed to effectively exhaust all off-site and on-site
alternatives and provide justification that the preferred alternative is the least damaging
practicable alternative. A summary of all off-site and on-site alternatives considered is
provided below:

Off-site:

In addition to the three off-site alternatives discussed in the permit application, and
depicted in the siting criteria matrix, an additional parcel of sufficient size (405 acres)
was identified using a targeted GIS parcel search to identify all developable parcels
larger than 300 acres located in Guilford County. The targeted search identified this
parcel as the only other viable option in Guilford County to the preferred alternative.
Although this site is located within the preferred 3-5 mile range from I-40/I-85 corridor, it
is not within the preferable range of the I40/I85 interchange and was therefore not
included in the alternatives discussed in the permit application.

This additional alternative parcel, located at 2207 Guilford College Rd, consists of 405
acres of residentially zoned property approximately 4 miles west of the I73/I85
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interchange. This property is approximately 13.7 miles west of the I40/I85 interchange.
While of sufficient size, this property does not meet the preferred criteria based on the
following reasons:

-The parcel is currently residentially zoned and surrounded by highly developed
residential communities. Because of this, the increased tractor trailer traffic along
NCDOT secondary roads in the vicinity would create safety concerns for citizens in the
area.

-The parcel is not located within the eastern portion of Guilford County. Because of this,
trucking routes would be exposed to additional traffic concerns, potentially causing
delivery delays and increased fuel costs. Please refer to the traffic study in Attachment
7.

-Due to the oddly configured orientation of the parcel, and the anticipated 250-acre pad
areas required for facility development, the distribution facility would need to be located
within the eastern half of the parcel. Based on desktop review of the national wetlands
inventory (NWI), National Hydrography Datasets (NHD), and NRCS hydric soils, it
appears impacts to jurisdictional waters would significantly exceed those of the preferred
alternative. Please see enclosed exhibit attachment 6.

On-site:

Based on the required facility layout, multiple alternatives were examined with regards to
on-site placement. See response to DWR comment #4 above for description of the
onsite alternatives considered.

A.i.) The Corps disagrees with your stated Purpose and Need, given that it precludes a
reasonable range of alternatives through specifying individual proposed project components.
Please note that the Corps makes the final determination regarding Basic and Overall Purpose
and Need for a project.

The stated Purpose and Need in the initial permit application is “to establish a secure
corporate campus which: (1) includes the following components arranged in a
contiguous, functional, efficient manner: refrigerated warehouse, dry warehouse, return
center, food manufacturing facility, parking and staging for tractor trailers, parking for
associates and ancillary support facilities; and (2) is located at a site that will efficiently
serve its current and future grocery stores within North Carolina, South Carolina, and
Virginia.”

Operational food production and distribution facilities need to be located on a secured,
unified campus to reduce the infrastructure required and to assure operational
efficiencies and operational safety. All of the project components stated in the project
purpose and need work in conjunction with each other and are required to support the
operation of the facility. It is impracticable for any project component to be separated in
the food production process as each time a product is moved outside an enclosed and
controlled facility it leaves the food products susceptible to biological contaminants or
adulteration prior to packaging and distribution.

The refrigerated building anchors the site. This building houses all site management and
oversight for the operations. In addition, this building also has in-house maintenance,
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computer-based training, forklift maintenance, battery charging and changing, meeting
rooms, cafeteria, and employee training. Each buildings operation within this facility will
tie back to one or more buildings for support functions. For these reasons the
components need to be located on the same campus to assure efficiency and safety of
the operations.

Furthermore, combining buildings on the same campus reduces the overall footprint of
the development by sharing resources. The efficiency and reliability of operations is
increased due to removing the requirement of offsite tractor trailer and associated
product moves. This arrangement promotes all tractor trailer, and associate travel paths
and product moves to happen within a controlled environment with minimal travel paths
and no vehicle trips on public roads until time to distribute to the retail locations.

Examples of how the current layout supports these adjacency requirements are stated
below.

Refrigerated Warehouse to:
• Provide a reliable and efficient source of refrigerated materials for production.
• Provide reliable and efficient space for warehousing and distributing products
once manufactured.
• Cafeteria services to provide lunch for all associates working within the
manufacturing building.
• Provide in-house maintenance services for building maintenance.
• Space for department meetings.
• Employment and associated onboarding services through the management
offices.
• Maintain required rolling equipment such as forklifts, carts, double jacks, etc.
Dry Warehouse to:
• Provide a steady and stable source of materials for production and packaging.
Dispatch Office to:
• Provide and assign site yard management tractors to move products / materials
via tractor trailers to and from the manufacturing building, and to dry and
refrigerated warehouses.
Return Center to:
• Manage recyclable waste from the production process: paper, cardboard,
plastics, and pallets.
Security Posts:
• Secure site to assure that no unauthorized personnel or vehicles enter the food
production site and that all incoming and outgoing traffic is regulated and directed
to the proper destinations within the industrial complex.

A.ii.) For the off-site alternatives analysis, several siting criteria presented are not
adequately justified in the application. The term “center of gravity solution” is used several
times but not adequately explained, and it is unclear how this term relates to or justifies
Guilford County as a reasonable geographic limit of alternative site selection.

Publix is the biggest employee-owned company in the Nation, currently employing almost
200,000 people across it’s approximately 1,200 stores. Currently there are 46 stores located
in North Carolina and 16 stores located in VA, as opposed to almost 800 stores in the state
of Florida. Because of its saturation in the southeast market, Publix has decided that further
growth will be best achieved by expanding its presence up the east coast, most notably
throughout Virginia and the Carolinas.
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In order to meet the goals for projected growth, Publix determined a need to design and
construct a distribution center that could safely and efficiently support the stores along the
outer reaches of its range. Currently, the closest distribution center servicing Publix’s North
Carolina stores is located in a suburb of Atlanta, Georgia. Therefore, siting a new
distribution center at the proposed location would shift the Publix “center of gravity” north
from its current base of operations and range.

Centroid analysis based on the geographic distributions of markets and proximity to
established transportation corridors was conducted showing a location near Greensboro
would be ideal to support Publix’s planned growth. By locating a new distribution center in
Guilford County, Publix will be able to serve its North Carolina and Virginia markets most
effectively, while setting itself up for future expansion into Maryland, Pennsylvania, and
beyond. Furthermore, locating the facility on the eastern side of Greensboro is the most
viable option to support transportation of goods eastward into Virginia and other coastal
areas. Locations west or south of Greensboro would require distribution trucks to cross
through Greensboro’s urban center compromising delivery service, especially during periods
of peak traffic. Therefore, Gilford County was determined to be the most reasonable
geographic limit for alternative site selection. See pages 8,9, & 10 of the Centroid Map and
page 2 of the transportation study (Attachment 7).

A.ii.b) “Sufficient labor force” is not adequately described as a siting criteria, given that all of
the off-site alternatives presented are within the same County. It seems reasonable to
presume that all alternatives presented are within the same general labor force commuting
area.

Publix proposes a logistics operation requiring approximately 1,000 new positions.
Therefore, proximity to a sufficient labor force is an important siting criterion for the proposed
facility. From a workforce standpoint, the preferred alternative scored highly based on its
proximity to a large workforce in Guilford County, Alamance County, and the western
Triangle region of North Carolina (specifically Orange County). The combined workforce of
these three counties totals 423,864.
• Guilford: 262,798
• Alamance: 81,898
• Orange: 79,168

The preferred alternative is situated in eastern Guilford County, just off Interstates 40 and
85. This location is highly accessible and is within a 22-minute commute time (regional
average) of Alamance County and 30-minute commute time to Orange County, which are
two of the fastest growing areas of North Carolina. In addition, according to the Greensboro
Chamber of Commerce eastern Guilford County is a traditionally underserved employment
area, particularly since the exit of the textiles industry over the past one and a half decades.

Although offsite alternatives are all located within Gilford County, not all locations with the
County have equal access to the labor markets presented above. Due to the large size of
Gilford County, commute times from eastern portions of the County to western portions can
be 50 minutes of greater during peak traffic. Therefore, locations westward of the preferred
alternative significantly increase commute times from the labor markets resulting in reduced
access to a sufficient employee pool.

For these reasons, we believe that the preferred alternative offers the best near and long-
term workforce opportunity, for not only Publix but also those seeking full time careers
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offering quality benefits for their families.

A.ii.c) “Infrastructure improvements completed prior to occupancy” appears to be an obvious
requirement for all development projects, and thus is not a useful siting criterion.

We agree that the siting criteria as it appears in the matrix is too general to adequately
explain what Publix is looking for with regards to infrastructure improvements completed
prior to occupancy. That siting criteria should read “Acceptable cost and timeline for
Infrastructure improvements competed prior to occupancy”.

Regarding Infrastructure Improvements and off-site alternatives:

The Reedy Fork Corporate park alternative is located over ten miles from a reliable
interstate system (i.e. I-40/I-85). Access to the Reedy Fork Corporate Site is limited to
Chickasha Drive, a secondary road that is currently, only partially maintained by the
NCDOT. Based on the current condition of Chickasha Drive, significant upgrades would be
required to accommodate the tractor trailer traffic anticipated for the proposed distribution
center. These upgrades would represent a significant cost and extended timeline to the
project.

The Youngs Mill site is located immediately south of I-85, multiple access roads routes are
available to the site including Youngs Mill Road, Hickory Valley Road, Mill Point Road, and
Presbyterian Road. All access roads are classified as secondary roads, currently maintained
by NCDOT. However, based on characteristics of the access roads, considerable upgrades
would be needed to accommodate the tractor trailer traffic anticipated for the proposed
distribution center.

Based on recent construction activities, Triad Business Park is no longer a viable option for
development as the parcel has been fully built out.

The preferred alternative represents minimal cost and an expedited timeline to Publix, since
the NCDOT has already planned and is permitting for the road improvements to I-70,
leading to the site. This fact, accompanied by the cost and extended timeline for
infrastructure development to Reedy Fork and Youngs Mill sites, make the preferred
alternative the best choice with regards to infrastructure improvements.

A.ii.d) “Limited ingress/egress (e.g. fencing, natural buffers) to ensure security” and
“Availability of Alternate Routes (in the event of disruption of the primary route)” appear to
be competing and opposing criteria and are not adequately explained/evaluated in the off-
site alternatives analysis.

The “Limited ingress/egress” (e.g. fencing, natural buffers) to ensure security, listed in the
site criteria is specifically referring to ingress/egress and security immediately local to the
site. This ingress/egress is referring to characteristics that help facility control and not
roadways/travel arteries to get to the site itself. This is solely referring to controlled access
once on-site.

As per FDA recommendations, physical security measures (fencing, etc.) at the facility help
prevent the intentional alteration of food products. In addition to constructed security
measures such as fences and gates on-site, natural features also provide enhanced security
to food distribution facilities. Features such as streams and forested buffers, like those
bounding the east and west sides of the preferred alternative, help reduce the threat of
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vehicular access prior to arriving at any constructed security feature such as fences or walls.
Thus, it is important to utilize sites that allow for a combination of both natural and
constructed security measures that allow for better control of ingress/egress to the facility
itself.

“Availability of Alternate Routes” as mentioned in the siting criteria is referring to
transportation routes to and from the distribution facility with regards to intended
destinations. It is important to Publix that multiple routes from the distribution facility to their
stores are available. Should the primary route become temporarily disrupted for any reason
(construction, accident, etc.), it is important that secondary routes be available to meet the
scheduled delivery times.

Thus, the siting criteria above are not competing or opposing as one is specifically related to
security of the site, while the other refers to delivery routes once outside of the site’s security
measures.

A.ii.e) “Access to connecting roads that can support tractor trailer traffic” does not appear to
be a limiting siting criterion, given that NCDOT upgrades are proposed as a necessary
component of the Preferred Alternative.

Regardless of site selection, traffic control improvements will be necessary, including
intersections, stop lights and additional turn lanes to allow vehicular traffic access in and out
of the facility for all alternatives considered. Of primary importance is selection of access
roads immediately leaving the facility, that will support tractor trailer traffic to major highway
infrastructure and only require minimal improvements of acceptable costs and timeline to
access the facility.

A.ii.f) “Compatible land uses on adjacent land to ensure food safety” is not adequately
described in the off-site alternatives analysis to determine practicability of one alternative
versus another.

There are certain food safety regulatory obligations Publix must meet, including the
Preventive Controls for Human Foods food safety requirements as defined in 21 CFR Part
117 of the Food Safety Modernization Act (FSMA). Within this rule, food companies are
required to implement preventive controls to help protect the food from unintentional
contamination. The US Food and Drug Administration (FDA) also updated requirements
under the Federal Food, Drug, and Cosmetic (FD&C) Act that require food companies to
implement Mitigation Strategies to Protect Food Against Intentional Adulteration. With these
new regulatory requirements in mind, we have conducted an evaluation of the proposed
property in addition to the adjacent land that would help maintain food safety for the facilities
owned and operated by Publix. Because the properties surrounding the site are zoned for
agricultural or residential use, with the exception of one property proposed as a future data
center site, there is a relatively low vulnerability to both food safety and food defense as
evaluated through our threat assessment.

A.ii.g) Please quantify a reasonable “Proximity to a high-quality truck stop” for comparison
purposes.

Within a 3-mile radius of the proposed site, four (4) gas stations are located south of the
site, including Stoney Creek CITGO, Pilot Travel Center, McConnell CITGO, and CITGO.
The Pilot Travel Center, located at 907 Knox Road, McLeansville, NC, is most suitable for
large trucks and is located approximate 1.4 miles south of the proposed site. The Pilot
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Travel Center has amenities such as food, showers, gas, restrooms, and parking for truck
drivers.

A.ii.h) If 250 acres of construction pad is required for the proposed project, why were off-site
areas that offered less than 250 acres analyzed? This basic requirement should be met for
all alternatives for them to be considered reasonable.

Several other site criteria were analyzed in the siting criteria matrix outside of the
construction pad size alone, which is why alternatives were considered that were less than
250 acres. Sites smaller than 250 acres were considered because they were able to fulfill
other siting criteria in the matrix. Options for Sites larger than 300 acres that could
accommodate a buildable area of 250 acres to accommodate the project footprint are
extremely limited in the geographic search area. A targeted search of other buildable
properties larger than 300 acres in the County identified only one other viable option (see
response to USACE Comment A (above) for full description of this offsite alternative). Due
to the oddly configured shape of that parcel, site design constraints and anticipated surface
water impacts, the preferred alternative remains the LEDPA.

A.ii.i) If practicability cannot justify eliminating one or more off-site alternatives, please
provide an estimate of impacts to waters of the U.S. to enable comparison with impacts
proposed for the Preferred Alternative. Include also the methodology of estimating the
extent of waters of the US for those properties.

For all off-site alternatives considered, desktop resources evaluated included but were not
limited to USGS topographic maps, Lidar Data, NWI, Hydric Soils and National Hydrography
Datasets to quantify impacts to surface waters. Please see enclosed exhibit in Attachment
6.

Reedy Fork Alternative: practicability could not be justified because of distance to I40/I85
transportation corridor, fell short of necessary available space for construction pad, 2 large
perennial tributaries running through the site would require significant impacts to WOTUS
due to the required grading associated with site development. Thus, this site wouldn’t satisfy
LEDPA based on estimated impacts.

Youngs Mill Road Alternative: practicability could not be justified because this site fell short
of the necessary available space for construction pad, access to connecting roads
supporting tractor trailer traffic, and several large tributaries that meander through the site
would require impacts to WOTUS.

Triad Business Park Alternative: This is no longer a viable option due to build out on the
property of another project.

Guilford College Road Alternative (405 acres): See response to USACE Comment A
(above) for full description of this alternative. Practicality could not be justified for this site
because the site is not property zoned, distance to I40/I85 transportation corridor, necessary
available space for construction pad, and impacts to jurisdictional waters would significantly
exceed those of the preferred alternative.

A.iii) It is unclear from the narrative and the scale of the on-site alternative drawings and lack of
comparable information on the exhibits as to whether your on-site alternatives analysis provides
alternatives with similarly sized and types of components (i.e. “apples to apples” comparison).
Please provide more clarity regarding the on-site alternatives and confirm that each alternative
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is of similar size/capacity and includes the same features (i.e. warehouse space, parking, etc.)
as the preferred alternative.

Please see comment response No. 4 to DWR above.

A. Cost is referenced in the on-site alternatives analysis as a practicability concern,
however no quantitative information is given to justify this statement or enable
comparison of on-site alternatives.

The cost of on-site alternatives is a practicability concern for the development. The
lifespan of the facility is anticipated to be approximately 75 years. Due to projected
lifespan of the facility operational costs was of primary concern in the planning process
and siting of this facility, including transportation costs (see siting and transportation
considerations in response to USACE Comment A.ii). Furthermore, the preferred
alternative was selected in an effort to reduce environmental impacts and be the most
cost-effective solution in terms of the fixed layout of the facility, safety concerns and site
constraints. Orientation in a north south configuration would require additional costs in
securing additional properties to the south. Orientation shifting the site east or west
would result in additional impacts and higher mitigation costs associated with the facility.
Planning and careful site layout and design were considered to reduce impacts and save
costs as much as practicable due to site constraints and safety concerns.

B. It is necessary for you to have taken all appropriate and practicable steps to minimize
losses of Waters of the U.S., including wetlands. Please indicate all that you have done,
especially regarding development and modification of plans and proposed construction
techniques, to minimize adverse impacts.

Due to the fixed orientation of the layout, the proposed facility is centrally located
between the topographic valleys of the two larger stream systems located east and west
of the facility in order to minimize stream and wetland impacts to maximum extent
practicable. Shifting the facility either in any direction east, or west, would direct impacts
away from the upper headwater stream systems and further into the main perennial
stream systems. Rotating the pad site in a north/south configuration to reduce impacts
is not practicable as it does not fit within the confines of the property. Retaining walls
were considered but determined to be not practicable design features given the existing
site topography and required measures to ensure the stability and operational safety of
the Site.

C. The MOA requires that appropriate and practicable mitigation will be required for all
unavoidable and adverse impacts remaining after the applicant has employed all
appropriate and practicable minimization. Please indicate your plan to mitigate for
projected, unavoidable loss of waters or wetlands or provide information as to the
absence of any such appropriate and practicable measures.

An updated acceptance letter from the Division of Mitigation Services is provided in
Attachment 3. Statement of availability for stream buffer credits have also been
included.

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Please feel free to contact Brian Breissinger at (804)-200-6439, or by email at
[e-mail] if you have any questions.

Sincerely,
Timmons Group

Brian Breissinger
Environmental Services Manager
Attachments:
1. Construction Drawings
2. Preliminary Jurisdictional Waters of the U.S. Impacts Maps
3. Mitigation Information
4. Indirect and Cumulative Impact Analysis
5. On-Site Alternative Support Mapping
6. Off-Site Alternative Support Mapping
7. Traffic Study

Cc (by e-mail):
Jay Matey, PE, Timmons Group
Brian Crutchfield, PE, Timmons Group
Robin Perez, Timmons Group
John Fisher, Publix

Attachment 1
Construction Drawings
PUBLIX GREENSBORO
DISTRIBUTION CENTER
5566 BURLINGTON ROAD
MCLEANSVILLE, NC 27301
AUGUST 14, 2019
JEFFERSON TOWNSHIP
GUILFORD COUNTY, NORTH CAROLINA
YEAR EDITION OF CODE:
2006 EDITION NC STATE BUILDING CODES 2009 EDITION NC STATE BUILDING CODES
NEW CONSTRUCTION RENOVATION (EXISTING BLDG) UPFIT ALTERATION
WATER & SEWER SYSTEM
WATER & SEWER FEASIBILITY STUDY REQUIRED.
COMMISSIONERS' APPROVAL REQUIRED.
WATER & SEWER FEES REQUIRED.
OUTSIDE CITY-UTILITY AGREEMENT & ANNEXATION
PETITION REQUIRED
STORM WATER MANAGEMENT/
WATERSHED PROTECTION
PLANNING
PROJECT SUMMARY
TYPE OF PLAN:SITE PLAN
GROUP DEVELOPMENT PLAN
CLEARING/GRADING
1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH
CONTACT NAME:
ADDRESS:
PHONE #:
DEVELOPER'S NAME:
ADDRESS:
CONTRACTOR'S NAME:
ADDRESS:
TOTAL ACREAGE OF TRACT:
TAX PARCEL (S) # (18 DIGITS)
PLAT/DEED BOOK REFERENCE:
ZONING:
EXISTING LAND USE:
PROPOSED LAND USE:
EXISTING BUILDING SQUARE FOOTAGE:
PROPOSED BUILDING SQUARE FOOTAGE:
TOTAL BUILDING SQUARE FOOTAGE:
MULTI-FAMILY DEVELOPMENT
NUMBER OF UNITS:
UTILITIES
PUBLIC
PRIVATE
COMMUNITY WELL SEPTIC
WELL SEPTIC
WATER SEWER
WATER-SUPPLY WATERSHED NAME:
GWA/WCA TIER #
AMOUNT OF EXISTING BUILT-UPON AREA
AMOUNT OF PROPOSED BUA
PERCENTAGE OF BUILT-UPON AREA
MAXIMUM AMOUNT OF BUA ALLOWED PER STORM
WATER CONTROL DESIGN
A FINAL PLAT OF PERMANENT RUN-OFF
CONTROL STRUCTURES MUST BE RECORDED IN
THE GUILFORD COUNTY REGISTER OF DEEDS
PRIOR TO RECEIVING A FINAL CERTIFICATE OF
OCCUPANCY.
CONSTRUCTION OF THE WATER QUALITY
DEVICE(S) MUST BE COMPLETE AND THE
"ENGINEER'S CERTIFICATION OF
COMPLETION" MUST BE APPROVED BY THE
WATERSHED PROTECTION ENGINEER PRIOR TO
RECEIVING A FINAL CERTIFICATE OF
OCCUPANCY.
PROPERTY OWNER'S NAME:
ADDRESS:
ALL SITE PLANS TO BE SUMITTED TO THE
COMMERCIAL PERMIT SPECIALIST.
MINOR SITE PLANS: LESS THAN 15,000 SQUARE
FEET GROSS FLOOR AREA OR FEWER THAN EIGHT
DWELLING UNITS IN A SINGLE BUILDING AND OPEN
USES OF LAND OF LESS THAN 40,000 S.F. OF LAND
AREA. L AND SCAPING PLAN REQUIRED AT TIME OF
SUBMITTAL: STAFF APPROVAL.
MAJOR SITE PLAN:15,000 S.F. OR MORE OF GROSS
FLOOR AREA OR EIGHT OR MORE DWELLING UNITS
IN A SINGLE BUILDING AND OPEN USES OF LAND OF
MORE THAN 40,000 S.F. OF LAND
AREA-LANDSCAPING PLAN MAY BE SUBMITTED
WITHIN 90 DAYS OF BUILDING PERMIT ISSUANCE:
TECHNICAL REVIEW COMMITTEE APPROVAL.
PROJECTS WITHIN TOWNS THAT GUILFORD
COUNTY PROVIDES PLANNING SERVICES TO
REQUIRE TOWN BOARD APPROVALS.
____________________________________
(IF APPLICABLE TOWN NAME)
NUMBER OF COPIES REQUIRED:
23 COPIES IF PROJECT IS TO RECEIVE WATER
AND/OR SEWER FROM THE CITY OF GREENSBORO
AND IS SUBJECT TO A WATER AND SEWER SERVICE
AGREEMENT (WSSA).
15 COPIES IF PROJECT CURRENTLY RECEIVES
WATER AND/OR SEWER FROM THE CITY OF
GREENSBORO.
9 COPIES IF PROJECT USES OR PROPOSES TO USE
WELL AND SEPTIC.
ADDITIONAL COPIES MAY BE NEEDED IF A GRADING
PERMIT IS REQUIRED. SEE THE EROSION CONTROL
SECTION OF THIS SHEET. CONTACT EROSION
CONTROL 336-641-3803.
CONSTRUCTION PLANS FOR BUILDING PRMITS WILL
BE ACCEPTED AFTER SITE PLAN APPROVAL.
CONDITIONAL USE ZONING PROJECTS:
LIST AND DEPICT ZONING CONDITIONS ON PLAN.
PARKING REQUIREMENTS: SEE SECTION 6-2 OF THE
GUILFORD COUNTY DEVELOPMENT ORDINANCE.
SEE SITE PLAN BULLETIN FOR MORE INFORMATION
OR REFER TO APPENDIX 2 OF THE GUILFORD
COUNTY DEVELOPMENT ORDINANCE-
http://www.co.guilford.nc.us/planning_cms/.
CONTACT PLANNING SECTION @ 336-641-3591
CONTACT WATERSHED DEPARTMENT
@ 336-641-5565
ENVIRONMENTAL SERVICES
PUBLIC WATER & SEWER
CONTACT ENVIRONMENTAL SERVICES
@ 336-641-3645
EROSION CONTROL
TOTAL DISTURBED AREA
A GRADING PERMIT IS REQUIRED IF TOTAL DISTURBED
AREA IS 1 ACRE OR MORE.
IF PROPOSED DEVELOPMENT INVOLVES STREAM AND/OR
WETLAND DISTURBANCE, THE DEVELOPER NEEDS TO
CONTACT THE NC DIVISION OF WATER QUALITY AND THE
US ARMY CORPS OF ENGINEERS FOR APPROVAL PRIOR
TO DISTURBANCE.
PROPERTY OWNERS ARE RESPONSIBLE FOR SOIL
EROSION & SEDIMENTATION CONTROL ON THEIR
PROPERTIES. (INCLUDING SITES THAT ARE LESS THAN 1
ACRE DISTURBED.)
ALL SOIL EROSION & SEDIMENTATION CONTROL AND
SITE PLAN COMPLIANCE REQUIREMENTS ARE TO BE MET
PRIOR TO RECEIVING A FINAL CERTIFICATE OF
OCCUPANCY.
BUILDING
CONTACT EROSION CONTROL
@ 336-641-3803
LOT OR PARKING
AREA
TOTAL # OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED
TOTAL # ACCESSIBLE
PROVIDEDREQUIREDPROVIDEDREGULAR WITH 5'
ACCESS AISLE
VAN SPACES WITH 8'
ACCESS AISLE
TOTAL
OCCUPANCY GROUP:
GROUP A-ASSEMBLY
GROUP B-BUSINESS
GROUP F-FACTORY
GROUP M-MERCANTILE
GROUP S-STORAGE
GROUP E-EDUCATIONAL
GROUP H-HAZARDOUS
GROUP I-INSTITUTIONAL
GROUP R-MULTI-FAMILY RESIDENTIAL
GROUP U-UTILITY AND MISCELLANEOUS
SHEET INDEX - SEE FOLLOWING SHEET
DEPARTMENT OF TRANSPORTATION
CONTACT BUILDING DEPARTMENT @ 336-641-3753
DRIVEWAY PERMIT REQUIRED
THIS COVER SHEET IS INTENDED FOR INFORMATION PURPOSES
ONLY. IT SUMMARIZES AND OMITS SOME REQUIREMENTS FOR SITE
PLAN APPROVAL. IT IS NOT TO BE CONSTRUED OR USED AS
MEANS OF NOT COMPLYING WITH THE DEVELOPMENT ORDINANCE.
APPLICANT MUST COMPLETE ALL APPLICABLE SECTIONS.
CONTACT NC DOT @ 336-334-3161
DESIGNER/ENGINEER:
ADDRESS:
PHONE #:
PHONE #:
PHONE #:
PHONE #:
CASE NUMBER: 19-06-GCCP-05255
AMOUNT OF TOTAL BUA
HANDICAPPED ACCESSIBILITY:
4'-0" WIDE HC SIDE WALKS(SLOPE 1 IN 12) TO
ALL REQUIRED EXISTS FROM VAN
ACCESSIBLE PARKING SPACE
BUILDING SEPARATION:
30'-0" DISTANCE BETWEEN BUILDINGS
E-MAIL ADDRESS:
E-MAIL ADDRESS:
VICINITY MAP
1" = 2,000'BIRCH CREEK RDMT. HOPE CHURCH RDUS-70/BU
R
L
I
N
G
T
O
N

R
D
KNOX RDSITE BOUNDARY
X X
X
TIMMONS GROUP - JAY MATEY
8642 WEST MARKET STREET, SUITE 136
GREENSBORO, NC 27409
336.478.3347
[e-mail]
338.69 AC - 4.31 AC (R/W) = 334.38 AC
#117416
DB 8097 PG 821-824
PB 198 PG 85-86
LI - LIGHT INDUSTRIAL
VACANT, AGRICULTURAL, RESIDENTIAL
0 SF
NA
WAREHOUSING, DISTRIBUTION
±968,424 SF (PHASE 1)
TIMMONS GROUP - JAY MATEY
8642 WEST MARKET STREET, SUITE 136
GREENSBORO, NC 27409
336.478.3347
[e-mail]
PUBLIX SUPER MARKETS, INC.
GRAY CONSTRUCTION - JERRY HACK
PUBLIX SUPER MARKETS, INC - JOHN FISHER
LAKELAND, FL 33811
863.688.1188 EXT: 52237
231.20 ACRES
557LOT 1 9 2 11
355LOT 4 6 2 8
300TRUCK CAB LOT NA
4GUARD HOUSE
1,216 15 4 19
3300 PUBLIX CORPORATE PARKWAY
LAKELAND, FL 33811
3300 PUBLIX CORPORATE PARKWAY
863.688.1188
LAKE MACKINTOSH
±WS-IV
0 SF
PHASE 1: 113.78 AC
PHASE 1: 113.78 AC
34.03%
POND A: 37.88 AC, POND B: 36.03 AC, POND C: 31.41 AC,
POND D: 87.30 AC = 192.62 AC, 57.61%
±968,424 SF (PHASE 1)
10 QUALITY STREET
LEXINGTON, KY 40507-1450
859-281-5000
COVER COVER SHEETJ. MOORE
J. MOORE
J. MATEY
PUBLIX - GREENSBORO
DISTRIBUTION CENTER
VICINITY MAP
1" = 2,000'
PRELIMINARY SITE PLAN SUBMITTAL
5566 BURLINGTON ROAD
MCLEANSVILLE, NC 27301
AUGUST 14, 2019
AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR
(1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.
ALL LOCAL UTILITY PROVIDERS USING THEIR OWN LOCATING SERVICE
SHALL BE CONTACTED BY THE CONTRACTOR.
SITE
Sheet List Table
Sheet Number Sheet Title
GUILFORD COUNTY COVER SHEET
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-COVR-TG.dwg | Plotted on 8/12/2019 10:33 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSOWNER/DEVELOPER ARCHITECTCIVIL ENGINEER
TIMMONS GROUP
8642 W. MARKET STREET, SUITE 136
GREENSBORO, NC 27409
PROJECT MANAGER: JAY MATEY, PE
PHONE: [phone]
EMAIL: [e-mail]
PUBLIX SUPER MARKETS, INC.
3300 PUBLIX CORPORATE PARKWAY
LAKELAND, FL 33811
PHONE: [phone] (EXT: 52237)
CONTACT: JOHN FISHER
EMAIL: [e-mail]
LEO A DALY
1400 CENTERPARK BOULEVARD, SUITE 500
WEST PALM BEACH, FL 33401
CONTACT: MICHAEL SCHMIDT
PHONE: [phone]
EMAIL: [e-mail]
C-000 OVERALL EXISTING CONDITIONS
C-001 - C-013 EXISTING CONDITIONS
C-400A PROJECT PHASING PLAN
C-400B TRUCK CIRCULATION EXHIBIT
C-400 OVERALL SITE PLAN
C401-412 SITE LAYOUT PLAN
C-500 OVERALL UTILITY PLAN
C-601 - C-612
UTILITY LAYOUT PLANC-501 - C-512
OVERALL GRADING AND DRAINAGE PLANC-601
GRADING AND DRAINAGE PLAN
L-100 OVERALL LANDSCAPE PLAN
C-100 OVERALL PHASE I EROSION CONTROL & DEMOLITION PLAN
C-101 - C-113 OVERALL PHASE I EROSION CONTROL & DEMOLITION PLAN
L-101 - L-105 LANDSCAPE PLAN
COVER-GC
SW-100 - SW-107 STORMWATER POND DETAILS
C-616 - C-617 STORM PIPE AND STRUCTURE TABLES
THIS PLAN SET IS FOR PRELIMINARY
SITE PLAN REVIEW OF ONSITE
IMPROVEMENTS ONLY. NOT TO BE
USED FOR CONSTRUCTION.
TIMMONS GROUP COVER SHEETCOVER-TG
SW-000 PRE-DEVELOPMENT SITE OUTLET DRAINAGE EXHIBIT
SW-001 POST-DEVELOPMENT SITE OUTLET DRAINAGE EXHIBIT
L-106 LANDSCAPE NOTES AND DETAILS
1.PHASE 1 VEHICLE & TRUCK CAB SPACES:LOT 1: 557 SPACES
LOT 3: 355 SPACES
TRUCK CAB LOT: 300 SPACES
MISC (GUARD HOUSE): 4 SPACES
1,216 TOTAL SPACES
2.FUTURE VEHICLE PARKING:LOT 1B: 183 SPACES
LOT 2: 477 SPACES
660 FUTURE SPACES
3.PHASE I TRUCK AND TRAILER PARKING:TRAILER STORAGE: 991 SPACES
LOADING DOCKS: 208 DOCKS
O.T.R. (OVER THE ROAD) TRUCK SPACES: 91 SPACES
1,290 TRUCK/TRAILER SPACES
4.FUTURE TRUCK AND TRAILER PARKING:TRAILER STORAGE: TBD
LOADING DOCKS: TBD
PARKING DATA
1.TYPE OF SUBMITTAL:SITE PLAN
2.PIN NUMBER:8804-59-3177
3.PARCEL ID NUMBER:117416
4.ADDRESS:5566 BURLINGTON RD, MCLEANSVILLE, NC 27301
5.EXISTING ZONING: LI - LIGHT INDUSTRIAL
6.PROPOSED ZONING:LI - LIGHT INDUSTRIAL
7.ADJACENT ZONING:RS-40, AG
8.PROPOSED USE:WAREHOUSING
9.ADJACENT USE:RESIDENTIAL - SINGLE-FAMILY, AGRICULTURAL, VACANT
10.DEED BOOK REFERENCES:DB 8097 PG 821-824
11.PLAT BOOK REFERENCE:PB 198 - PG 85-86
12.PARCEL LOT AREA:338.69 - 4.31 AC (R/W) = 334.38 AC
13.NUMBER OF EXISTING LOTS:1 LOT
14.NUMBER OF PROPOSED LOTS: 1 LOT
15.NEWLY DEDICATED R.O.W:4.31 AC
16.DISTURBED AREA:231.20 AC
17.PROP. IMPERVIOUS (PHASE I):113.78 AC
18.PROP. BUILDING AREA (PHASE I):968,424 SF
SITE DATA
C-100A EROSION CONTROL PLAN NOTES AND SEQUENCE
C-200 OVERALL PHASE II EROSION CONTROL & DEMOLITION PLAN
C-201 - C-213 OVERALL PHASE II EROSION CONTROL & DEMOLITION PLAN
C-300 OVERALL PHASE III EROSION CONTROL & DEMOLITION PLAN
C-301 - C-312 OVERALL PHASE III EROSION CONTROL & DEMOLITION PLAN
C-313 - C-315 EROSION CONTROL NOTES AND DETAILS
UTILITY NOTES AND DETAILSC-538 - C-540
UTILITY LAYOUT PLANC-618 - C-642
C413-414 SITE LAYOUT NOTES AND DETAILS
41
56
18" RCP
30' ZONE 1
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1
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3 4 5 6 7 8
8A
10 11 12 13 14 15 16 17 18 19 20 21
22 23
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39
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43
44
45
46
48
59
UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOXXX
TT
TT UGTUGTUGTUGTUGTUGTUGTUGT18" RCP
16
'
'

S
A
N
16'' SAN
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
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U
C
A
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V
UC
A
T
V
U
C
A
T
V
U
C
A
T
V
TT
16'' W
16'' W
16'' SAN
16'' SAN
16'' SAN
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPU
C
A
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V
U
C
A
T
V
U
C
A
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V
U
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A
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U
C
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U
C
A
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V
UC
A
T
V
16''

S
A
N
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'
'

S
A
N
16'' W
N85°56'44"W 2484.
7
7
'

(
T
O
T
A
L
)
N88°14'50"W 560.62'N88°43'52"W 707.14'
S
6
0
°
1
3
'
1
7
"
E

1
7
0
1
.
3
7
'
S73°
1
4
'
3
6
"
E

3
0
9
.
1
6
'108.83'N2°54'55"EN86°15'22"W 251.78'N28°
0
9
'
5
4
"W

3
34
.74
'
N87°19'54"W 577.78'N1°07'21"E 1006.69'N88°44'04"W 1390.12' (TOTAL)N3°40'57"E 253.69'N87°54'03"W 953.10'
450.14'
238.21'
349.39'
1447.04'
875.65'514.47'406.12'24.77'126.40'101.05'304.53'102.69'199.67'L4S2°23'46"W199.99'N88°44'14"W
280.16' (TOTAL)
251.09'29.07'
2-8.3'X8.3'
BOX CULVERT
INVERT=631.18
2-8.3'X8.3'
BOX CULVERT
INVERT=630.63
6'H X 9.9'W
BOX CULVERT
INVERT=664.79
30
47
41
42
BIRCH CREEK ROADBIRCH CREEK ROAD12'' SAN12'' SAN49
58
51
52
53
54
55
56
57
60
61
50
9
16'' W
16'' W
16'' W
XX
X
XX
18" RCP
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
18" RCP
16'' SANBURLINGTON ROAD
2-8.3'X8.3'BOX CULVERTINVERT=631.18
2-8.3'X8.3'BOX CULVERTINVERT=630.63
6'H X 9.9'WBOX CULVERTINVERT=664.79
BURLINGTON ROAD
U.S. HIGHWAY 70-A
PUBLIC R/W VARIES 60'
MAINTENANCE R/W (MIN.)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-000-EXIS-OVRL.dwg | Plotted on 8/12/2019 10:33 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-000 OVERALL EXISTING CONDITIONS PLANJ. MOORE
J. MOORE
J. MATEY
1" = 200'
C-001
SHEET LEGEND
SCALE: 1" = 1,000'NAD 830
SCALE 1"=200'
400'200'
C-002 C-003 C-004
C-005 C-006 C-007 C-008
C-009 C-010 C-011 C-012
C-013
Key # PARCEL # Owner Name Db-Pg Pb-Pg Zoning
1 0119082 Fred E & Kathy M Burgin, et ux 5168-129 139-91 AG
2 0119092 Triad Worship Center Church of God R7215-1959 139-91 AG
3 0119098 Gloria Poole 3207-975 70-53 AG
4 0119691 Pierre A & Carolyn E Goria 2750-749 LI
5 0119090 Mary T Weddington 4391-1160 101-8 AG
6 0119098 David T Turner & Mary T Weddington R7355-452 101-8 AG
7 0117464 NSR Company R7079-711 GO-M
8 0117452 Calvary Baptist Church Inc Of McLeansville 5726-196 AG
8A 0228392 Rebecca P Lowdermilk 2333-478 AG
9 0117465 Southern Net, Inc 3442-815 21-15 RS-40
10 0117452 Morris E & Barbara G Carter 4713-515 RS-40
11 0117466 Southern Net, Inc 3442-815 21-15 RS-40
12 0117467 Morris P Allison & Sara Lyn Szostak R7928-2602 21-15 RS-40
13 0117468 Morris P Allison & Sara Lyn Szostak R7928-2602 21-15 RS-40
14 0117469 Morris P Allison & Sara Lyn Szostak R7928-2602 21-15 RS-40
15 0117470 Morris P Allison & Sara Lyn Szostak R7928-2602 21-15 RS-40
16 0117472 Morris P Allison & Sara Lyn Szostak R7928-2602 21-15 RS-40
17 0117471 Morris P Allison & Sara Lyn Szostak R7928-2602 21-15 RS-40
18 0117490 Ahmad H Hamze R7661-3026 20-59 RS-40
19 0117491 Gladys Barrera Flores R7741-1802 20-59 RS-40
20 0117492 William S Hodgin 2242-305 20-59 RS-40
21 0117493 Thomas W & Carol J Miles R7142-968 20-59 RS-40
22 0117498 Paul J & Chanisty H Mitchell R6680-2339 20-59 RS-40
23 0117495 Leroy A Harper 3850-453 20-59 RS-40
24 0117496 Roger B & Donna G Gannon 5036-1364 20-59 RS-40
25 0117497 Danielle Lehman & Joshua Mann R7794-2220 20-59 RS-40
26 0117486 Roger B & Donna G Gannon 5036-1364 20-59 RS-40
27 0117481 Caillout Living Trust, Les Caillout Trustee R6897-1189 20-59 RS-40
28 0117482 Caillout Living Trust, Les Caillout Trustee R6897-1189 20-60 RS-40
29 0117450 Eddie Gene & Laura Newsome R7524-1019 RS-40 / AG
30 0117342 Lamarr Living Trust, C Jack Lamarr Trustee 5107-568 AG
31 0117570 Lamarr Living Trust, C Jack Lamarr Trustee 5107-562 29-37 RS-40
32 0117567 Walter Lee Jr & Deborah S Chambers 4346-1803 29-37 RS-40
33 0117570 Julian T & Linda W Parham 2653-552 29-37 RS-40
34 0117382 Joseph W Willien R7204-2019 AG
35 0117364 Della I Willien R7202-1703 AG
1787-535
36 0117374 James & Reita Tuttle Living Trust R7784-1422 AG
37 0117370 Daphne R Miles, Estates 3048-78 AG
38 0117371 Dees Real Estate Holdings, LLC 6105-27 AG
39 0117433 C Paisley Gordon Living Trust 5462-1205 AG
40 0117417 Martha Bateman R7560-1677 AG
41 0117432 Bernard F Gabriel 2800-766 AG
42 0117425 Norma S Bolejack 6183-1917 AG
43 0117424 Alma Miles Isley 5735-359 AG
44 0117431 Lowdermilk Family Irrevocable Trust of 2013 R7551-979 AG
45 0117420 Bennie S Bradley R7837-2143 190-30 AG
46 0117427 Daphna L & Wayne Wagoner 1553-274 AG
47 0119106 Family Trust of Roger Wayne Smith R7759-682 AG
6495-292
48 0119114 Andrea Gail Williams R7195-2735 AG
49 0119107 Tanya L H & Tommy M Jr Ingle R7800-1435 AG
50 0119118 CM & DR Clapp, LLC R6596-2171 RS-40
51 0119464 Norman Lee Bridges, Jr R7398-46 17-94 RS-40
52 0119463 Moses Jr & Brenda F Ortiz 6054-2363 17-94 RS-40
53 0119462 Joshua S Neas & Sarah C Gulley R7779-776 17-94 RS-40
54 0119461 Dolly R Pope 2720-349 17-94 RS-40
55 0119460 Dolly R Pope 2720-349 17-94 RS-40
56 0119459 Claude V & Pamela W Harvell 3040-582 17-94 RS-40
57 0119458 Gary L & Sherree B Roberts 2991-356 17-94 RS-40
58 0119457 Deborah H Coley 4901-1222 17-94 RS-40
59 0119456 Brian & Patricia Kelly R7941-959 17-94 RS-40
60 0119455 Roy A Jr & Martha F Wilson 2579-733 17-94 RS-40
61 0119414 Gerald D & Hazel J Powell 3002-126 17-94 RS-40
ADJOINING PROPERTIES
Key # PARCEL # Owner Name Db-Pg Pb-Pg Zoning
ADJOINING PROPERTIES
NEW RIGHT OF WAY LINE
(TO BE DEDICATED)
X X
OHP
W
OHT
SAN
UGP
G
(T) - INDICATES POINTS SET BY TIMMONS GROUP
- CALCULATED POINT UNLESS OTHERWISE
NOTED
SPRINKLER VALVE
HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF WOODS
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CM - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
PT - CALCULATED POINT
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF PAVING
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
BRICK
GROUND LAMP
CONCRETE
STORM LINE
SANITARY LINE
OVERHEAD POWER LINE
VCP - VITRIFIED CLAY PIPE
C
A - CONTROLLED ACCESS
MH TELEPHONE
MH SANITARY SEWER
MH STORM SEWER
BOLLARD
SPRINKLER BOX
WATER VALVE
GAS METER
CLEAN OUT
WATER METER
ELECTRIC METER
WELL
MH WATER
YARD LIGHT
S
W
D
E
T
C
T
W
MH ELECTRIC
PAINTED POWER LINE
PAINTED GAS LINE
ROOF DRAIN
MH GREASEG
MAILBOX
TRAFFIC SIGNAL POLE
IN 2009
CMP - CORRUGATED METAL PIPE
CPP - CORRUGATED PLASTIC PIPE
RCP - REINFORCED CONCRETE PIPE
DIP - DUCTILE IRON PIPE
BOUNDARY AND TOPO SURVEY PREPARED
BY TIMMONS GROUP DATED MARCH 13, 2018
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
FEMA 500-YR
FLOODPLAIN
PIN#: 0117464
NSR COMPANY, LLC
DB R 7079 PG 711
ZONING: GO-M
USE: RES/ASSISTED LIVING
PIN#: 0117444
CALVARY BAPTIST CHURCH INC OF
MCLEANSVILLE
DB 5726 PG 196
ZONING: AG
USE: INSTITUTIONAL
PIN#: 0119089
GLORIA POOLE
DB 3207 PG 975
PB 70 PG 53
ZONING: AG
USE: RESIDENTIAL
PIN#: 0119691
PIERRE A. & CAROLYN E. GORIA
DB 2750 PG 749
ZONING: LI
USE: AGRICULTURE/HOLTICULTURE PIN#: 0119090
MARY T. WEDDINGTON
DB 4391 PG 1160
PB 101 PG 8
ZONING: AG
USE: RESIDENTIAL
PIN#: 0119098
DAVID THOMAS TURNER & MARY
T. WEDDINGTON
DB R 7355 PG 452
ZONING: AG
USE: RESIDENTIAL
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UFO
UFO
UFO
UFO
UGT
UGT
UGT
UGT
UGT UGT UGT UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT UGT UGT
UGT
UGT
UGT
16'' SAN
16'' SAN
16'' SAN
16'' SAN16'' SAN16'' SAN
16'' SAN
16'' SAN
UFO
UFO
UFO
UFO
UFO
UFO UFO UFO
UFO
UFO
UFOOHPUGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
OHUOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
UGT UGT
UGT
UGT UGTUFO
UFO
UFO
UFO UFO
UFO
UFO
UFO
UGT UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT
UGT
UGT
UGT
UGT
UGT
UGT
UFO
UFO
UGT
UGT
UGT
UGT
UGT
UGT
OHU
OHU
16'' SANOHP
OHPOHPOHPOHPO
H
P
O
H
P N3°40'57"E 253.69'6'H X 9.9'W
BOX CULVERT
INVERT=664.79
TWO STORY
BRICK HOUSE
TWO STORY
BRICK HOUSE12'' SAN12'' SAN12'' SAN12'
' SAN12'' SAN12'' SAN12'' SAN12'' SANS
S
S
S
S
S
S
SHEDS
SHED
SHEDS
PIN#: 0117421
REBECCA P. LOWDERMILK
DB 2333 PG 478
ZONING: AG
USE: VACANT
8'' S
A
N
8'' SAN
8'' SAN
8'' SAN
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
SHED
HVAC &
LP TANKS
16'' W
16'' W
16'' W
16'' W
16'' W
XXXXX
TREE LINE
(TYP)
TREE LINE
(TYP)
TREE LINE
(TYP)
DENSE WOODS
DENSE WOODS
DENSE WOODS 12'' WBURLINGTON RD/US-70
WIDENING SHOWN PER
NCDOT PROJECT U-2581BA
CITY OF GREENSBORO
SANITARY SEWER OUTFALL
EXTENSION SHOWN PER
PLANS BY ARCADIS NEW RIGHT OF WAY LINE
(TO BE DEDICATED)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:34 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-001 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
1" = 40'
MATCHLINE
SHEET C-005 MATCHLINESHEET C-002NAD 830
SCALE 1"=40'
80'40'
WETLANDS
(TYP)
PIN#: 0117444
CALVARY BAPTIST CHURCH INC OF
MCLEANSVILLE
DB 5726 PG 196
ZONING: AG
USE: INSITUTIONAL
PIN#: 0117421
REBECCA P. LOWDERMILK
DB 2333 PG 478
ZONING: AG
USE: VACANT
UFOUFOUFOS
TT
W
T
UFO
UFO
UFO
UFO
UFO
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UFO
UFO
UFO
UFO
UFO
UFO
UGT
UGT
UGT
UGT
UGT
UGT
OHU
OHU
OHU
OHU
OHU
OHU
OHU
UGT
UGT
UGT
UGT
UGT UGT
UGT
UGT
UGT
UGT
UGT UGT UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT UGT
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO UFO UFO UFO
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W 16'' W 16'' W
UFOUFO
UFO16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
UGTUGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
16'' SAN16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UGTUGT
OHU
OHU
OHUOHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOLD FENCE POST L4ONE STORY
WOOD FRAME
HOUSE
CAR PORT
POND
BRIDGE
GOLF CART
PATH
SHED
SHED
GOLF CART
PATH
GOLF CART
PATH
FENCE
OVERHEAD
POWER LINEUNDERGROUND
COMMUNICATION
LINES
GRAVEL PAD/ DRIVEWAY
GRAVEL DRIVEWAY
GOLF CART
PATH
GOLF CART
PATH
16'' W
16'' W
16'' W
16'' W
16'' W
XX
TREE LINE
(TYP)
TREE LINE
(TYP)12'' WBURLINGTON RD/US-70
WIDENING SHOWN PER
NCDOT PROJECT U-2581BA
NEW RIGHT OF WAY LINE
(TO BE DEDICATED)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:34 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-002 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
MATCHLINESHEET C-001MATCHLINE
SHEET C-006 MATCHLINESHEET C-003NAD 830
SCALE 1"=40'
80'40'
1" = 40'
WETLANDS
(TYP)
PIN#: 0117465
SOUTHERN NET INC
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: DEV. RESTRICTED
PIN#: 0117466
SOUTHERN NET INC
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: DEV. RESTRICTED
PIN#: 0117467
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117468
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117469
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117470
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117472
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117471
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTTT
T
T
UGTUGT
UFOUFO
16'' SAN UGTUGTUGT UGTUGTUGTUGTUGT UGTUG
T
UGT
16'' WUGT
UGTUGTUFOUFO UFO16'' SAN
UGT
OHU
OHU
OHUOHU
OHP
OHPOHPT
UGT
UGT UGT UGT
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO UFO
UFO
UFO
UFO
W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W 16'' W
16'' W
16'' W
XXXOHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHUUGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
16'' W
16'' W
16'' W
DENSE WOODS
DENSE GRASS
DENSE GRASS
DENSE WOODS
TREE LINE
(TYP)
TREE LINE
(TYP)12'' WBURLINGTON RD/US-70
WIDENING SHOWN PER
NCDOT PROJECT U-2581BA
NEW RIGHT OF WAY LINE
(TO BE DEDICATED)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:34 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-003 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
MATCHLINESHEET C-002MATCHLINE
SHEET C-007 NAD 830
SCALE 1"=40'
80'40'MATCHLINESHEET C-0041" = 40'
FEMA 500-YR
FLOODPLAIN
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
PIN#: 0117490
AHMAD H. HAMZE
DB R 7661 PG 3026
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117491
GLADYS BARRERA FLORES
DB R 7741 PG 1802
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117492
WILLIAM S HODGIN
DB 2242 PG 305
PB 20 PG 59
PIN#: 0117493
THOMAS W. &
CAROL J. MILES
DB R 7142 PG 968
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117498
PAUL J. &
CHANISTY H. MITCHELL
DB R 6680 PG 2339
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
MORRIS PHILIP ALLISON;
PIN#: 0117496
ROGER B. &
DONNA G. GANNON
DB R 5036 PG 1364
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117495
LEROY A. HARPER
DB R 3850 PG 453
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117497
JOSHUA MANN &
DANIELLE LEHMAN
DB R 7794 PG 2220
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117486
ROGER B. &
DONNA G. GANNON
DB R 5036 PG 1364
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117481
CAILLOUT LIVING TRUST;
LES CAILLOUT TRUSTEE
DB R 6897 PG 1189
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
T
UC
A
T
V
U
C
A
T
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C
A
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U
C
A
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C
A
T
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C
A
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U
C
A
T
V
U
G
T
U
G
T
U
G
T
U
F
O
UF
O
U
F
O
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O
U
F
O
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O
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O
W
W
W
UF
O
UF
O
UF
O
T
U
G
T
U
G
T
U
G
T
UG
T
UG
T
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UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
W
W
W
W
W
W
W
W
W
W
UFO
UF
O
UF
O
UF
O
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UFO
UFO
UFO
UFO
UFO
UC
A
T
V
U
C
A
T
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U
C
A
T
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U
C
A
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UC
A
T
V
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T
U
G
T
U
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T
U
F
O
U
F
O
UF
O
UF
O
UF
O
UFO
UFO
UFO
UFO
UFO
UFOUFO
UFO
UFO
UFO
16''

S
A
N
16'
'

S
A
N
16'
'

S
A
N
16''

S
A
N
16''
S
A
N
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
U
F
O
U
F
O
U
F
O
UF
O
UFO
UFO
UFO
UFO
UFO
UFO
W
W
W
UF
O
UF
O
U
F
O
1
6
'
'

S
A
N
16'
'

S
A
N
16'
'

S
A
N
UFO
UFO
UFO
UFO
UFO
UFO
UFO UFO
UFO
UFO
W
S73°
1
4
'
3
6
"
E

3
0
9
.
1
6
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DENSE GRASS
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHUO
H
U
O
H
U
O
H
U
O
H
U
OH
U
OHU
OHU
O
H
U
16'' W
16'' W
16'' W
16'' W
DENSE GRASS
TREE LINE
(TYP)
DENSE WOODS
DENSE WOODS
BURLINGTON RD/US-70
WIDENING SHOWN PER
NCDOT PROJECT U-2581BA
NEW RIGHT OF WAY LINE
(TO BE DEDICATED)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:35 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-004 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
MATCHLINE
SHEET C-008 NAD 830
SCALE 1"=40'
80'40'MATCHLINESHEET C-0031" = 40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
FEMA 500-YR
FLOODPLAIN
WETLANDS
(TYP)
N87°19'54"W 577.78'12'' SAN12'' SAN1
2
'
'

S
AN
12'
'
SAN12''
SAN12''
SAN
12
'
'

S
A
N
12'
'
SAN
1
2
'
'

S
A
N
S
S
S
S
S
S
S
S
DENSE WOODS
DENSE WOODS
CITY OF GREENSBORO
SANITARY SEWER OUTFALL
EXTENSION SHOWN PER
PLANS BY ARCADIS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:35 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-005 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
SHEET C-001
MATCHLINE
MATCHLINESHEET C-006NAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-009
1" = 40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPAREA OF AGREEMENT
DB. 2860, PG. 437, DB. 3427, PG. 319
GOLF CART
PATH
GOLF CART
PATH
FENCE
GOLF CART
PATH
PLANTER BOX
TREE LINE
(TYP)
TREE LINE
(TYP)
DENSE WOODS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:35 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-006 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
SHEET C-002
MATCHLINE
SHEET C-005MATCHLINENAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-010 MATCHLINESHEET C-0071" = 40'
WETLANDS
(TYP)UFOUFOUFOUGTUGTUGTUGTDENSE WOODS
DENSE WOODS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:35 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-007 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
SHEET C-003
MATCHLINE
SHEET C-006MATCHLINENAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-011 MATCHLINESHEET C-0081" = 40'
FEMA 500-YR
FLOODPLAIN
WETLANDS
(TYP)
DENSE WOODS
DENSE WOODS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:35 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-008 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
SHEET C-004
MATCHLINE
SHEET C-007MATCHLINENAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-012
1" = 40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
FEMA 100-YR
FLOODPLAIN
WETLANDS
(TYP)
PIN#: 0119107
TANYA LEE HOBSON INGLE &
TOMMY MICHAEL INGLE, JR
DB R 7800 PG 1435
ZONING: AG
USE: RESIDENTIAL
PIN#: 0119114
ANDREA GAIL WILLIAMS
DB R 7195 PG 2735
ZONING: AG
USE: RESIDENTIAL N1°07'21"E 1006.69'CONCRETE
BRIDGE
CONCRETE
BRIDGE
1
2
'
'

S
A
N
1
2
'
'

S
A
N
12'' SAN12'' SAN12'' SAN12'' SAN12'' SAN12''
SAN
1
2
'
'
SAN12'
'
SAN12'
'
SAN
S
S
S
S
S
S
S
S
SSWR MANHOLE
RIM: 646.40
INV IN (N): 637.92
INV OUT (S): 637.82
SSWR MANHOLE
RIM: 651.60
INV IN (N): 639.49
INV OUT (S): 639.39
TREE LINE
(TYP)
TREE LINE
(TYP)
TREE LINE
(TYP)
CONCRETE
BRIDGE
DENSE WOODS
DENSE WOODS
DWELLING
CITY OF GREENSBORO
SANITARY SEWER OUTFALL
EXTENSION SHOWN PER
PLANS BY ARCADIS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:35 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-009 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
SHEET C-005
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-010MATCHLINE1" = 40'
MATCHLINE
SHEET C-013
UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOTT
T TUGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
AREA OF AGREEMENT
DB. 3427, PG. 319
108.83'N2°54'55"E2°23'46"WN88°44'14"W
280.16' (TOTAL)
251.09'29.07'OHUONE STORY
BRICK HOUSE
ONE STORY
ALUMINUM SHEDS
CAR PORT
POND
GOLF CART
PATH
GOLF CART
PATH
GOLF CART
PATH
FENCE
OVERHEAD
POWER LINE
POWER POLE
POWER LIGHT POLE
CULVERT
SHEDS
GRAVEL
PARKING LOT
CONCRETE STRIP
WELL
PLANTER BOX
CMP SPILLWAY PIPES
AND BRICK OPENING
STORM PIPE
(SIZE/MATERIAL UNKNOWN)
BRICK OUTBUILDING
POWER POLE
WELL
OUTBUILDINGS
OHP
OHP
OHP
OHP
CONC
PAVEMENT
X X X
FENCE
TREE LINE
(TYP)
TREE LINE
(TYP)
TREE LINE
(TYP)
DWELLING
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:36 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-010 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
SHEET C-006
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-011MATCHLINESHEET C-009MATCHLINE1" = 40'
MATCHLINE
SHEET C-013
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
FENCE
DENSE WOODS
TREE LINE
(TYP)XX X X
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:36 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-011 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
SHEET C-007
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-012MATCHLINESHEET C-010MATCHLINE1" = 40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
FEMA 100-YR
FLOODPLAIN
FEMA 500-YR
FLOODPLAIN
DENSE WOODS
DENSE WOODS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:36 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-012 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
SHEET C-008
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-011MATCHLINE1" = 40'
XFEMA 100-YR
FLOODPLAIN
PIN#: 0119106
FAMILY TRUST OF ROGER WAYNE SMITH;
ROGER WAYNE SMITH TRUSTEE
DB R 7759 PG 682
DB 6495 PG 292
ZONING: AG
USE: RESIDENTIAL
PIN#: 0117420
BENNIE SAMUEL BRADLEY
DB R 7837 PG 2143
ZONING: AG
USE: RESIDENTIAL
PIN#: 0117427
DAPHNA L. WAGONER &
WAYNE WAGONER
DB 1553 PG 274
ZONING: AG
USE: RESIDENTIAL
PIN#: 0117431
LOWDERMILK FAMILY IRREVOCABLE TRUST OF 2013;
STEVEN C. LOWDERMILK TRUSTEE;
MARY BETH MICHAEL TRUSTEE;
PAMELA R. THROCKMORTON, TRUSTEE
DB R 7551 PG 979
ZONING: AG
USE: RESIDENTIAL
XXXXXXXXXXXXXXXXXXXXXN88°44'04"W 1390.12' (TOTAL)875.65'
514.47'S2°23'46"W199.99'N88°44'14"W
280.16' (TOTAL)
251.09'
GOLF CART
PATH
CULVERT
SHEDS
FENCE
FENCE
TREE LINE
(TYP)
TREE LINE
(TYP)
SHED GARAGE
POND
XXXXXX
X
X
X
X
X
X
X
XXX XXXXXXXXXJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-001-EXIS.dwg | Plotted on 8/12/2019 10:36 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-013 EXISTING CONDITIONSJ. MOORE
J. MOORE
J. MATEY
NAD 830
SCALE 1"=40'
80'40'
1" = 40'
SHEET C-009
MATCHLINE
SHEET C-010
MATCHLINE
1
2
3 4 5 6 7 8
8A
10 11 12 13 14 15 16 17 18 19 20 21
22 23
24
25
26
27
28
29
39
40
41
43
44
45
46
48
59
UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOXXX
TT
TT UGTUGTUGTUGTUGTUGTUGTUGT18" RCP
16
'
'

S
A
N
16'' SAN
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
UC
A
T
V
U
C
A
T
V
U
C
A
T
V
TT
16'' W
16'' W
16'' SAN
16'' SAN
16'' SAN
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPU
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
UC
A
T
V
16''

S
A
N
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'
'

S
A
N
16'' W
N85°56'44"W 2484.
7
7
'

(
T
O
T
A
L
)
N88°14'50"W 560.62'N88°43'52"W 707.14'
S
6
0
°
1
3
'
1
7
"
E

1
7
0
1
.
3
7
'
S73°
1
4
'
3
6
"
E

3
0
9
.
1
6
'
S86°13'57"E 1148.97'118.70'N44°41'42"E
N4°00'07"W 290.50'N19°53'49"E 315.77'N5°11'21"E 1123.65'108.83'N2°54'55"EC1C2C3C4C5C6C7C8
C9 C10
N82°57'54"
W

9
3
8
.
2
1
'S1°43'14"E 34.87' (TOTAL)N86°15'22"W 251.78'N28°
0
9
'
5
4
"W

3
34
.74
'
N87°19'54"W 577.78'N1°07'21"E 1006.69'N88°44'04"W 1390.12' (TOTAL)N3°40'57"E 253.69'N87°54'03"W 953.10'
S84°36'50"W 312
.
4
5
'S4°00'07"E 297.34'S19°53'49"W 315.77'S5°11'21"W 673.02'S2°26'30"W 641.52'450.14'
238.21'
349.39'
1447.04'
875.65'514.47'406.12'24.77'126.40'101.05'304.53'102.69'199.67'L1
L2
L3 L4L5 L6
S2°23'46"W199.99'N88°44'14"W
280.16' (TOTAL)
251.09'29.07'
S87°29'35"E
60.39'
2-8.3'X8.3'
BOX CULVERT
INVERT=631.18
2-8.3'X8.3'
BOX CULVERT
INVERT=630.63
6'H X 9.9'W
BOX CULVERT
INVERT=664.79
30
47
41
42
BIRCH CREEK ROADBIRCH CREEK ROAD12'' SAN12'' SAN49
58
51
52
53
54
55
56
57
60
61
50
9
16'' W
16'' W
16'' W
XX
X
XX 41
56
18" RCP
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
SEDIMENT BASIN #1
SEDIMENT
BASIN #2
SKIMMER
BASIN #3
SEDIMENT
BASIN #4
SEDIMENT
BASIN #5 SKIMMER
BASIN #6
SEDIMENT
BASIN #7
SEDIMENT
BASIN #8
CONSTRUCTION
ENTRANCE #1
(INITIAL)
CONSTRUCTION
ENTRANCE #2
(PRIMARY)
CONSTRUCTION
LAY DOWN YARD
STAGING
18" RCP
16'' SANBURLINGTON ROAD
2-8.3'X8.3'BOX CULVERTINVERT=631.18
2-8.3'X8.3'BOX CULVERTINVERT=630.63
6'H X 9.9'WBOX CULVERTINVERT=664.79
BURLINGTON ROAD
U.S. HIGHWAY 70-A
PUBLIC R/W VARIES 60'
MAINTENANCE R/W (MIN.)
18" RCP
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER20' ZONE 2BUFFER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-100-EROS1-OVRL.dwg | Plotted on 8/12/2019 10:37 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-100 OVERALL DEMOLITION & PHASE I EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
1" = 200'
C-101
SHEET LEGEND
SCALE: 1" = 1,000'NAD 830
SCALE 1"=200'
400'200'
C-102 C-103 C-104
C-105 C-106 C-107 C-108
C-109 C-110 C-111 C-112
C-113
SILT FENCE
EROSION CONTROL LEGEND
TEMPORARY CONSTRUCTION
ENTRANCE
INLET PROTECTION
PROPOSED CONTOUR
EXISTING CONTOUR800
800
NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION
CONTROL DEVICES ONCE PER WEEK AND AFTER EVERY RAIN
EVENT.
DIVERSION DITCH
POROUS BAFFLE
SKIMMER
DRAINAGE AREA
LIMITS OF DISTURBANCE
CHECK DAM
PIPE/CULVERT INLET
LIMITS OF DISTURBANCE = 231.20 ACRES
INLET PROTECTION
PROTECTION
NOTE:
ENVIRONMENTAL IMPACTS SHOWN PER THE
FOLLOWING PERMITS:
DWR: 20190289
USACE: SAW-2018-00240
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-100A-EROS-NOTES.dwg | Plotted on 8/12/2019 10:38 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-100A EROSION CONTROL PLAN SEQUENCE AND NOTESJ. MOORE
J. MOORE
J. MATEY
1" = 200'
EROSION CONTROL GENERAL NOTES
1.DO NOT WORK OR DISTURB LAND OUTSIDE LIMITS OF CONSTRUCTION.
2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL COMPLY WITH GUILFORD
COUNTY AND NCDEQ STANDARDS.
3.INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH
SIGNIFICANT RAINFALL. MAINTAIN MEASURES AS NECESSARY.
4.GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS BUT NO MORE
THAN 21 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING.
PERMANENT GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR
NO MORE THAN 21 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
6. KEEP MUD OFF STREETS DURING CONSTRUCTION.
7. CONTRACTOR IS TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM
DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS,
AND/OR TRAFFIC SAFETY PROBLEMS.
8.INSTALL ADDITIONAL EROSION CONTROL MEASURES (I.E. SILT FENCE, DIVERSIONS) AS
NECESSARY TO AVOID TRANSFER OF SEDIMENT FROM THE SITE
9.PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN
15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER).
10.BASINS 2, 3, 5, AND 6 SHALL BE UTILIZED UNTIL POSITIVE DRAINAGE CAN BE PROVIDED
TO PERMANENT BASINS 1, 4, 7, AND 8. STORM DRAINS AND PIPING MAY NEED TO BE
INSTALLED TO OBTAIN POSITIVE DRAINAGE TO THE PERMANENT BASINS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE PROPER PHASING OF
CONSTRUCTION TO ACHIEVE THE DESIRED DRAINAGE PATTERNS SHOWN ON THE
PHASE I AND PHASE II PLANS.
11.THE WATER QUALITY AND QUANTITY ORIFICES ON THE OUTLET STRUCTURES FOR
BASINS 1, 4, 7, AND 8 SHOULD NOT BE CUT/INSTALLED UNTIL THE SITE IS STABILIZED
AND THE BASINS ARE CONVERTED TO PERMANENT WET PONDS. THE ORIFICES MAY BE
INSTALLED INSTALLED PRIOR TO WET POND CONVERSION IF THEY ARE BLOCKED AND
SEALED. WATER SHOULD ONLY EXIT THE BASIN THROUGH THE TOP OF THE
STRUCTURE PRIOR TO CONVERSION.
PHASE II EROSION CONTROL SEQUENCE
1.MAINTAIN ALL EROSION CONTROL MEASURES INSTALLED IN THE PHASE I
EROSION CONTROL PLAN.
2.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY
FOR PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL
MEASURES IF DETERMINED NECESSARY BY THE EROSION CONTROL
INSPECTOR.
3.STABILIZE STOCKPILES, DAMS, DIKES AND DIVERSIONS WITH
TEMPORARY GRASS SEEDING AND PROVIDE SILT FENCE AROUND THE
PERIMETER OF STOCKPILES. SEE GROUND STABILIZATION TABLE FOR
STABILIZATION TIME FRAMES.
4.ENSURE DRAINAGE PATTERN TO SKIMMER AND SEDIMENT BASINS AT
ALL TIMES AND ADJUST EROSION AND SEDIMENT CONTROL MEASURES
AS NECESSARY FOR PROPER OPERATION.
5.BEGIN STORM SEWER INSTALLATION. INSTALL INLET PROTECTION ON
EACH INLET AS CONSTRUCTION PROGRESSES. UNTIL STORM SEWERS
ARE INSTALLED AND FUNCTIONING, INSTALL TEMPORARY DIVERSIONS
AT THE END OF EACH DAY TO DIRECT RUNOFF TO THE SKIMMER AND
SEDIMENT BASINS.
6.BEGIN GRADING OPERATIONS. AS FILL OPERATIONS PROGRESS,
REPLACE DIVERSION DIKES WITH FILL DIVERSIONS. ESTABLISH
DIVERSIONS AT END OF EACH WORKING DAY. STABILIZE CUT AND FILL
SLOPES AS NECESSARY WITH GRASS SEEDING AND MULCH.
7.INSTALLED MEASURES SHALL BE MAINTAINED OR REPLACED AS AREAS
ARE STABILIZED AND WHEN STORM SEWER CONVEYANCES ARE
INSTALLED AND FUNCTIONING WITH INLET PROTECTION. REMOVE
ACCUMULATED SEDIMENT FROM EROSION CONTROL DEVICES.
8.COMPLETE SITE WORK CONSTRUCTION INCLUDING STORM SEWER,
UTILITIES, INLET PROTECTION, AND TEMPORARY AND PERMANENT
SEEDING FOR STABILIZATION. PLACE PAVEMENT AND STABILIZE
PROBLEM AREAS ON THE SITE. PLACE TOPSOIL ON LANDSCAPE AREAS.
SEED AND MULCH ALL DENUDED AREAS. STABILIZE UTILITY TRENCHES
WITH GRASS SEEDING AS NECESSARY.
9.BASINS 2, 3, 5, AND 6 SHOULD REMAIN FUNCTIONING UNTIL FILL
OPERATIONS HAVE PROGRESSED TO A POINT AT WHICH RUNOFF CAN
BE DITCHED AND/OR PIPED TO THE PERMANENT BASINS 1, 4, 7, AND 8.
THE OUTLET PIPES OF TEMPORARY SEDIMENT BASIN SHALL BE
ABANDONED IN PLACE AND FILLED WITH FLOWABLE FILL. TEMPORARY
RISERS AND ALL OTHER TEMPORARY BASIN EQUIPMENT SHALL BE
REMOVED AND DISPOSED OF BY THE CONTRACTOR.
PHASE I EROSION CONTROL SEQUENCE
1.OBTAIN ALL NECESSARY PERMITS FROM THE PROPER AUTHORITIES.
2.A LAND DISTURBANCE PRE-CONSTRUCTION CONFERENCE IS MANDATORY
BEFORE ANY WORK IS DONE AT THE SITE. ARRANGE A
PRE-CONSTRUCTION MEETING WITH THE OWNER, OWNER'S ENGINEER,
AND A REPRESENTATIVE FROM GUILFORD COUNTY PRIOR TO LAND
DISTURBING ACTIVITY. 48 HOURS NOTICE IS REQUIRED.
3.INSTALL CONSTRUCTION ENTRANCE AT THE LOCATION SHOWN. ANY
SEDIMENT ACCUMULATION ON ADJACENT PUBLIC ROADS AS A RESULT OF
THE PROJECT AND TRAFFIC FROM THE PROJECT SHALL BE IMMEDIATELY
CLEANED OFF BY THE CONTRACTOR.
4.CLEAR AND GRUB STUMPS ONLY IN AREAS REQUIRED TO INSTALL THE
EROSION CONTROL DEVICES.
5.INSTALL SILT FENCE AND TREE PROTECTION FENCING AS SHOWN ON THE
PLAN IN ACCORDANCE WITH THE LATEST NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING DESIGN MANUAL.
6.BREACH EXISTING POND DAMS AS SHOWN ON THE PLAN. WATER SHOULD
BE RELEASED IN A SAFE MANOR AND AT A NON-EROSIVE,
NON-DESTRUCTIVE VELOCITY. BREACH DAMS PRIOR TO INSTALLING
DOWNSTREAM SILT FENCE, STONE OUTLETS, OR ANY DOWNSTREAM
GRADING OPERATIONS.
7.EXCAVATE SKIMMER AND SEDIMENT BASINS TO THE ELEVATIONS SHOWN
ON THE PLAN AND INSTALL OUTLET STRUCTURES AND RISERS. BASINS 1,
4, AND 8 REQUIRE TEMPORARY DIVERSION PIPING TO BE INSTALLED. AS
FILL OPERATIONS PROGRESS AND POSITIVE DRAINAGE CAN BE PROVIDED
WITHOUT THE TEMPORARY PIPING, ABANDON THE TEMPORARY PIPING IN
PLACE BY FILLING EACH PIPE WITH FLOWABLE FILL.
8.BASINS 2, 3, 5, AND 6 WILL BEGIN AS DAMS AT THE LOW POINTS OF
EXISTING SLOPES. CONTRACTOR TO MOVE THESE BASINS UP THE SLOPE
AS FILL OPERATIONS PROGRESS. THE DRAINAGE AREAS TO THESE
BASINS SHALL NOT EXCEED THOSE SHOWN ON THE PLANS AT ANY POINT
DURING CONSTRUCTION. IF THERE IS EVIDENCE THAT A BASIN IS
BECOMING OVERLOADED, DIVERT WATER AS NEEDED TO ADJACENT
BASINS TO REDUCE THE BASIN DRAINAGE AREA.
9.INSTALL DIVERSION DITCHES AND ENSURE POSITIVE DRAINAGE TO
BASINS AT ALL TIMES.
10.BEGIN DEMOLITION OF EXISTING SITE FEATURES AS SHOWN ON PLAN.
CONSULT THE DEMOLITION NOTES FOR FURTHER DETAIL.
11.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY
FOR PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL
MEASURES IF DETERMINED NECESSARY BY THE EROSION CONTROL
INSPECTOR.
12.STABILIZE STOCKPILES, DAMS, DIKES AND DIVERSIONS WITH TEMPORARY
GRASS SEEDING AND PROVIDE SILT FENCE AROUND THE PERIMETER OF
STOCKPILES. SEE GROUND STABILIZATION TABLE FOR STABILIZATION
TIME FRAMES.
13.ENSURE DRAINAGE PATTERN TO SKIMMER AND SEDIMENT BASINS AT ALL
TIMES AND ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS
NECESSARY FOR PROPER OPERATION.
14.ONCE PHASE I MEASURES ARE STABLE AND FUNCTIONING, CONTINUE TO
PHASE II SEQUENCE.
PHASE III EROSION CONTROL SEQUENCE
1.MAINTAIN ALL MEASURES INSTALLED IN BOTH PHASE I AND PHASE II
EROSION CONTROL PLANS.
2.INLET PROTECTION SHOULD BE INSTALLED IN EACH INLET AS PART OF
THE PHASE II SEQUENCE. CONTINUE TO CLEAN AND MONITOR INLET
PROTECTION THROUGHOUT CONSTRUCTION.
3.PRIOR TO WET POND CONVERSIONS, ALL CONTRIBUTING PAVED AREAS
SHALL HAVE SUBBASE COURSE AND BASE COURSE ASPHALT LAYER
INSTALLED, AND CONCRETE PAVEMENT AND SIDEWALKS SHOULD BE
INSTALLED.
4.CONVERT PERMANENT BASINS 1, 4, 7, AND 8 TO WET PONDS ONLY
AFTER CONTRIBUTING AREAS HAVE BEEN STABILIZED. CONSTRUCT
RIPRAP BERMS TO DIVIDE BASINS INTO FOREBAY/PERMANENT POOL
SETUP AS SHOWN ON THE WET POND DETAIL SHEETS. INSTALL 24" RCP
PIPE THROUGH THE RIPRAP BERMS. REMOVE ANY ACCUMULATED
SEDIMENT IN THE BOTTOM OF THE PONDS AND ENSURE THE
APPROPRIATE VOLUME/SURFACE AREA IS PROVIDED.
5.WET POND OUTLET STRUCTURE ORIFICES SHOULD ONLY BE INSTALLED
WHEN BASINS ARE CONVERTED. REMOVE SKIMMERS FROM OUTLET
STRUCTURES AND GROUT OPENING TO PROVIDE A WATER TIGHT SEAL.
6.DO NOT REMOVE EROSION CONTROL MEASURES UNTIL ALL
CONTRIBUTING AREAS HAVE BEEN PERMANENTLY STABILIZED.
7.NOTIFY THE EROSION AND SEDIMENT CONTROL INSPECTOR BEFORE
EROSION AND SEDIMENT CONTROL MEASURES ARE REMOVED.
8.CLEAN ALL STORM DRAINAGE STRUCTURES, PIPES, CULVERTS, ETC.
PRIOR TO FINAL PAYMENT.
9.AFTER THE GUILFORD COUNTY INSPECTOR APPROVES THE REMOVAL
OF THE EROSION AND SEDIMENT CONTROL MEASURES, REMOVE ALL
TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES IN
ACCORDANCE WITH NCDEQ STANDARDS.
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
PIN#: 0117464
NSR COMPANY, LLC
DB R 7079 PG 711
ZONING: GO-M
USE: RES/ASSISTED LIVING
PIN#: 0117444
CALVARY BAPTIST CHURCH INC OF
MCLEANSVILLE
DB 5726 PG 196
ZONING: AG
USE: INSTITUTIONAL
PIN#: 0119089
GLORIA POOLE
DB 3207 PG 975
PB 70 PG 53
ZONING: AG
USE: RESIDENTIAL
PIN#: 0119691
PIERRE A. & CAROLYN E. GORIA
DB 2750 PG 749
ZONING: LI
USE: AGRICULTURE/HOLTICULTURE PIN#: 0119090
MARY T. WEDDINGTON
DB 4391 PG 1160
PB 101 PG 8
ZONING: AG
USE: RESIDENTIAL
PIN#: 0119098
DAVID THOMAS TURNER & MARY
T. WEDDINGTON
DB R 7355 PG 452
ZONING: AG
USE: RESIDENTIAL
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C10
N82°57'54"
W

9
3
8
.
2
1
'N3°40'57"E 253.69'L1
L2
L3
IPS
IPS
IPS
IPS
80' R/W BY DEEDS
1/2 of 60' R/W BY DEED 6'H X 9.9'W
BOX CULVERT
INVERT=664.79
TWO STORY
BRICK HOUSE
TWO STORY
BRICK HOUSE12'' SAN12'' SAN12'' SAN12'
' SAN12'' SAN12'' SAN12'' SAN12'' SANS
S
S
S
S
S
S
SHEDS
SHED
SHEDS
PIN#: 0117421
REBECCA P. LOWDERMILK
DB 2333 PG 478
ZONING: AG
USE: VACANT
8'' S
A
N
8'' SAN
8'' SAN
8'' SAN
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
SHED
HVAC &
LP TANKS
16'' W
16'' W
16'' W
16'' W
16'' W
XXXXX
TREE LINE
(TYP)
TREE LINE
(TYP)
TREE LINE
(TYP)
DENSE WOODS
DENSE WOODS
DENSE WOODS 12'' W8" SKIMMER
W/ 4" ORIFICE
5'x5' PRECAST CONCRETE
OUTLET STRUCTURE
W/ TRASH RACK:
TOP: 670.00
INV OUT: 661.00
SEDIMENT BASIN 1
DRAINAGE AREA = 56.64 ac
DISTURBED AREA = 51 ac
Q10 = 155.5 cfs
56 LF 48" OUTLET PIPE @
1.00 %
OUTLET PROTECTION:
26' L, 30' W, 23" THICKNESS, D50 = 10"
48" PRECAST CONCRETE
FLARED END SECTION
INV: 660.44
REMOVE EXISTING HOUSE AND
ASSOCIATED UTILITIES.
COORDINATE REMOVAL OF
ANY UTILITY W/ PROVIDER(S)
REMOVE EXISTING
STRUCTURES AND
ASSOCIATED UTILITIES.
COORDINATE REMOVAL OF
ANY UTILITY W/ PROVIDER(S)
REMOVE GRAVEL DRIVE
REMOVE EXISTING
STRUCTURES AND
ASSOCIATED UTILITIES.
COORDINATE REMOVAL OF
ANY UTILITY W/ PROVIDER(S)
REMOVE EXISTING HOUSE AND
ASSOCIATED UTILITIES.
COORDINATE REMOVAL OF
ANY UTILITY W/ PROVIDER(S)
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
BASIN DRAINAGE
AREA (TYP)
POROUS BAFFLES
(TYP)670673673670665661.50661.50665670675680661.5066567067568068569010' BERM
ELEV = 673.00
LIMITS OF DISTURBANCE
(TYP)
25'x100' STONE CONSTRUCTION
ENTRANCE #2 (PRIMARY)
LAYDOWN AREA
STONE OUTLET (TYP)
DA = 0.23 AC
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:38 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-101 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
1" = 40'
MATCHLINE
SHEET C-105 MATCHLINESHEET C-102NAD 830
SCALE 1"=40'
80'40'
PIN#: 0117444
CALVARY BAPTIST CHURCH INC OF
MCLEANSVILLE
DB 5726 PG 196
ZONING: AG
USE: INSITUTIONAL
PIN#: 0117421
REBECCA P. LOWDERMILK
DB 2333 PG 478
ZONING: AG
USE: VACANT
UFOUFOUFOS
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W
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16'' W
16'' W
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16'' W
16'' W
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16'' SAN
16'' SAN
16'' SAN
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IPF
S84°36'50"W 312
.
4
5
'S19°53'49"W 315.77'L4L5
L6
IPS (POB)
ONE STORY
WOOD FRAME
HOUSE
CAR PORT
POND
BRIDGE
GOLF CART
PATH
BURLINGTON RO
A
D
U.S. HIGHWAY 70
-
A
PUBLIC R/W VAR
I
E
S

6
0
'
MAINTENANCE R
/
W

(
M
I
N
.
)
SHED
SHED
GOLF CART
PATH
GOLF CART
PATH
FENCE
OVERHEAD
POWER LINEUNDERGROUND
COMMUNICATION
LINES
GRAVEL PAD/ DRIVEWAY
GRAVEL DRIVEWAY
GOLF CART
PATH
GOLF CART
PATH
16'' W
16'' W
16'' W
16'' W
16'' W
XX
TREE LINE
(TYP)
TREE LINE
(TYP)12'' WREMOVE GRAVEL DRIVE
REMOVE EXISTING HOUSE AND
ASSOCIATED UTILITIES.
COORDINATE REMOVAL OF
ANY UTILITY W/ PROVIDER(S)
REMOVE GRAVEL DRIVE
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
CONTRACTOR TO BREACH DAM AND
RELEASE WATER IN A SAFE MANOR
AND AT A NON-EROSIVE,
NON-DESTRUCTIVE VELOCITY.
BREACH DAM PRIOR TO INSTALLATION
OF DOWNSTREAM SILT FENCE AND
GRADING OPERATIONS.
REMOVE EXISTING
15" RCP STORM PIPE
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
REMOVE ALL EXISTING
CART/VEHICLE PATHS WITHIN
LIMITS OF DISTURBANCE (TYP)
REMOVE ALL EXISTING
CART/VEHICLE PATHS WITHIN
LIMITS OF DISTURBANCE (TYP)
REMOVE EXISTING OVERHEAD
POWER LINES AND UTILITY
POLES WITHIN LIMITS OF
CONSTRUCTION (TYP)
BASIN DRAINAGE
AREA (TYP)
LIMITS OF DISTURBANCE
(TYP)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:39 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-102 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
MATCHLINESHEET C-101MATCHLINE
SHEET C-106 MATCHLINESHEET C-203NAD 830
SCALE 1"=40'
80'40'
1" = 40'
PIN#: 0117465
SOUTHERN NET INC
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: DEV. RESTRICTED
PIN#: 0117466
SOUTHERN NET INC
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: DEV. RESTRICTED
PIN#: 0117467
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117468
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117469
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117470
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117472
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117471
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
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T
T
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16'' SAN UGTUGTUGT UGTUGTUGTUGTUGT UGTUG
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16'' WUGT
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UGT
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OHU
OHUOHU
OHP
OHPOHPT
UGT
UGT UGT UGT
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UFO
UFO
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
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UFO UFO
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W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W 16'' W
16'' W
16'' W
S86°13'57"E 1148.97'118.70'N44°41'42"E
N4°00'07"W 290.50'N19°53'49"E 315.77'IPFCMF
C4C5S4°00'07"E 297.34'S19°53'49"W 315.77'L6
IPS (POB)
IPS (POB)
IPS
IPS
IPS
IPS
IPS
BURLINGTON ROAD
XXXOHU
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16'' W
16'' W
16'' W
DENSE WOODS
DENSE GRASS
DENSE GRASS
DENSE WOODS
TREE LINE
(TYP)
TREE LINE
(TYP)12'' W25'x100' STONE CONSTRUCTION
ENTRANCE. BIRCH CREEK RD MAY
FUNCTION AS THE CONSTRUCTION
ENTRANCE UNTIL NCDOT ROAD
WIDENING WORK IS COMPLETED
ALONG BURLIGNTON RD
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
BASIN DRAINAGE
AREA (TYP)
LIMITS OF DISTURBANCE
(TYP)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:39 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-103 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
MATCHLINESHEET C-102MATCHLINE
SHEET C-107 NAD 830
SCALE 1"=40'
80'40'MATCHLINESHEET C-1041" = 40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
PIN#: 0117490
AHMAD H. HAMZE
DB R 7661 PG 3026
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117491
GLADYS BARRERA FLORES
DB R 7741 PG 1802
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117492
WILLIAM S HODGIN
DB 2242 PG 305
PB 20 PG 59
PIN#: 0117493
THOMAS W. &
CAROL J. MILES
DB R 7142 PG 968
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117498
PAUL J. &
CHANISTY H. MITCHELL
DB R 6680 PG 2339
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
MORRIS PHILIP ALLISON;
PIN#: 0117496
ROGER B. &
DONNA G. GANNON
DB R 5036 PG 1364
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117495
LEROY A. HARPER
DB R 3850 PG 453
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117497
JOSHUA MANN &
DANIELLE LEHMAN
DB R 7794 PG 2220
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117486
ROGER B. &
DONNA G. GANNON
DB R 5036 PG 1364
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117481
CAILLOUT LIVING TRUST;
LES CAILLOUT TRUSTEE
DB R 6897 PG 1189
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
T
UC
A
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UF
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W
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UF
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UG
T
UG
T
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
W
W
W
W
W
W
W
W
W
W
UFO
UF
O
UF
O
UF
O
UFO
UFO
UFO
UFO
UFO
UFO
UC
A
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C
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F
O
U
F
O
UF
O
UF
O
UF
O
UFO
UFO
UFO
UFO
UFO
UFOUFO
UFO
UFO
UFO
16''

S
A
N
16'
'

S
A
N
16'
'

S
A
N
16''

S
A
N
16''
S
A
N
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
U
F
O
U
F
O
U
F
O
UF
O
UFO
UFO
UFO
UFO
UFO
UFO
W
W
W
UF
O
UF
O
U
F
O
1
6
'
'

S
A
N
16'
'

S
A
N
16'
'

S
A
N
UFO
UFO
UFO
UFO
UFO
UFO
UFO UFO
UFO
UFO
W
S73°
1
4
'
3
6
"
E

3
0
9
.
1
6
'
DENSE GRASS
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHUO
H
U
O
H
U
O
H
U
O
H
U
OH
U
OHU
OHU
O
H
U
LOU STREET50' PUBLIC R/W16'' W
16'' W
16'' W
16'' W
DENSE GRASS
TREE LINE
(TYP)
DENSE WOODS
DENSE WOODS
CLEAN WATER
DIVERSION
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
BASIN DRAINAGE
AREA (TYP)
STONE OUTLET (TYP)
DA = 0.53 AC
STONE OUTLET (TYP)
DA = 1.00 AC
STONE OUTLET (TYP)
DA = 0.78 AC
10' BERM
ELEV = 658.00
644.50670665660655650645650651652645644.50650655655650645640658658LIMITS OF DISTURBANCE
(TYP)
DIVERSION DITCH
(TYP)
30' WIDE RIPRAP
SPILLWAY ELEV: 656.00
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:39 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-104 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
MATCHLINE
SHEET C-108NAD 830
SCALE 1"=40'
80'40'MATCHLINESHEET C-1031" = 40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
N87°19'54"W 577.78'12'' SAN12'' SAN1
2
'
'

S
AN
12'
'
SAN12''
SAN12''
SAN
12
'
'

S
A
N
12'
'
SAN
1
2
'
'

S
A
N
S
S
S
S
S
S
S
S
DENSE WOODS
DENSE WOODS
231 LF 42" CMP
TEMPORARY CULVERT
@ 2.16% SLOPE
INV IN: 667.00
INV OUT: 662.00
DA = 41.56 AC
Q10 = 114.08 CFS
OUTLET PROTECTION:
26' L, 30' W, 23" THICKNESS, D50 = 10"
INSTALL TEMPORARY CULVERT
FOLLOWING BREACH OF UPSTREAM DAM
INSTALL SILT FENCE AND GRADE SLOPE
FOLLOWING BREACH OF UPSTREAM DAM
EXISTING STREAM TO BE FILLED
PER GUIDANCE OF NCDEQ AND THE
ARMY CORE OF ENGINEERS
BASIN DRAINAGE
AREA (TYP)
STONE OUTLET
DA = 0.13 AC
STONE OUTLET (TYP)
DA = 0.24 AC
STONE OUTLET (TYP)
DA = 0.09 AC
STONE OUTLET (TYP)
DA = 0.11 AC
STONE OUTLET (TYP)
DA = 0.31 AC
660
665
670
673
673
670
665
661.50665670670665661.5067367368
5
68
0
67
5
67
0
66
5
66
1
.
5
0
677677675
67067067510' BERM
ELEV = 673.00
LIMITS OF DISTURBANCE
(TYP)
64 LF 15" RCP
@ 1.09% SLOPE
NCDOT STD 838.80
END WALL W/ SIPHON
8"Ø ORIFICE: 668.00
INV OUT: 667.70
670
15" PRECAST CONCRETE
FES INV: 667.00
12" DEPTH RIPRAP
D50 = 6"675670JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:39 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-105 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-101
MATCHLINE
MATCHLINESHEET C-106NAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-109
1" = 40'
UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPBIRCH CREEK ROADSR 3048, 60' PUBLIC R/WDB. 2476, PG. 647, DB. 2476, PG. 657 AND DB. 2476, PG. 645AREA OF AGREEMENT
DB. 2860, PG. 437, DB. 3427, PG. 319
"E 1123.65'C2C3C6C7S5°11'21"W 673.02'IPS
IPS
IPS
IPS
IPS
IPS
GOLF CART
PATH
GOLF CART
PATH
FENCE
GOLF CART
PATH
PLANTER BOX
TREE LINE
(TYP)
TREE LINE
(TYP)
DENSE WOODS
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
REMOVE ALL EXISTING
CART/VEHICLE PATHS WITHIN
LIMITS OF DISTURBANCE (TYP)
REMOVE ALL EXISTING
CART/VEHICLE PATHS WITHIN
LIMITS OF DISTURBANCE (TYP)
REMOVE ALL EXISTING
CART/VEHICLE PATHS WITHIN
LIMITS OF DISTURBANCE (TYP)
REMOVE PAVED/GRAVEL
PARKING LOT
REMOVE OVERHEAD POWER
LINES AND UTILITY POLES
WITHIN LIMITS OF
CONSTRUCTION
(TYP)
BASIN DRAINAGE
AREA (TYP)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:39 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-106 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-102
MATCHLINE
SHEET C-105MATCHLINENAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-110 MATCHLINESHEET C-1071" = 40'
UFOUFOUFOUGTUGTUGTUGTN19°53'49"E 315.77'C3IPS
IPS
DENSE WOODS
DENSE WOODS
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
BASIN DRAINAGE
AREA (TYP)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:39 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-107 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-103
MATCHLINE
SHEET C-106MATCHLINENAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-111 MATCHLINESHEET C-1081" = 40'
DENSE WOODS
DENSE WOODS
292 LF 48" CMP
TEMPORARY CULVERT
@ 1.03% SLOPE
INV IN: 648.00
INV OUT: 645.00
SEDIMENT BASIN 8
DRAINAGE AREA = 71 ac
DISTURBED AREA = 71 ac
Q10 = 194.90 cfs
OUTLET PROTECTION:
39' L, 43' W,
35" THICKNESS, D50 = 15"
5'x5' PRECAST CONCRETE
OUTLET STRUCTURE
W/ TRASH RACK:
TOP: 653.50
INV OUT: 644.00
84 LF 48" RCP
@ 5.95%
48" FLARED END
SECTION
INV: 639.00
8" SKIMMER
W/ 5" ORIFICE
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
STONE OUTLET (TYP)
DA = 0.10 AC
STONE OUTLET (TYP)
DA = 0.31 AC
STONE OUTLET (TYP)
DA = 0.31 AC
STONE OUTLET (TYP)
DA = 0.21 AC
STONE OUTLET (TYP)
DA = 0.20 AC
POROUS BAFFLES
(TYP)
10' BERM
ELEV = 658.00
5' TEMPORARY BERM
ELEV = 657.0065565
5
656655654650645650645658645
640644.50645
650
655
658
655
650
645
644
.
5
0670665660655650675670665660655650645 645644.50645650655655658658650LIMITS OF DISTURBANCE
(TYP)644.50645650655658658655650645NCDOT STD 840.14
DROP INLET
GRATE: 656.50
12"Ø ORIFICE: 651.00
INV OUT: 648.00
D
56 LF 15" RCP OUTLET PIPE
@ 7.50%
NCDOT STD 840.52
CONCRETE MANHOLE
RIM: 650.50
INV IN: 643.80
INV OUT: 643.70
36 LF 15" RCP OUTLET PIPE
@ 7.50%
15" PRECAST
CONCRETE
FES INV: 639.00
12" DEPTH RIPRAP
D50 = 6"
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:40 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-108 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-104
MATCHLINE
SHEET C-107MATCHLINENAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-112
1" = 40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
PIN#: 0119107
TANYA LEE HOBSON INGLE &
TOMMY MICHAEL INGLE, JR
DB R 7800 PG 1435
ZONING: AG
USE: RESIDENTIAL
PIN#: 0119114
ANDREA GAIL WILLIAMS
DB R 7195 PG 2735
ZONING: AG
USE: RESIDENTIAL N1°07'21"E 1006.69'CONCRETE
BRIDGE
CONCRETE
BRIDGE
1
2
'
'

S
A
N
1
2
'
'

S
A
N
12'' SAN12'' SAN12'' SAN12'' SAN12'' SAN12''
SAN
1
2
'
'
SAN12'
'
SAN12'
'
SAN
S
S
S
S
S
S
S
S
SSWR MANHOLE
RIM: 646.40
INV IN (N): 637.92
INV OUT (S): 637.82
SSWR MANHOLE
RIM: 651.60
INV IN (N): 639.49
INV OUT (S): 639.39
TREE LINE
(TYP)
TREE LINE
(TYP)
TREE LINE
(TYP)
CONCRETE
BRIDGE
DENSE WOODS
DENSE WOODS
DWELLING
SEDIMENT BASIN 2
DRAINAGE AREA = 16.4 ac
DISTURBED AREA = 16.4 ac
Q10 = 45.02 cfs
3" SKIMMER
W/ 1.5" ORIFICE
SKIMMER BASIN 3
DRAINAGE AREA = 5.9 ac
DISTURBED AREA = 5.9 ac
Q10 = 16.2 cfs
5'x5' PRECAST CONCRETE
OUTLET STRUCTURE
W/ TRASH RACK:
TOP: 672.00
INV OUT: 661.00
68 LF 48" RCP OUTLET PIPE @ 2.00 %
10' WIDE BERM
ELEV = 676.00
48" PRECAST CONCRETE
FLARED END SECTION
INV: 659.64
OUTLET PROTECTION:
26' L, 30' W, 23" THICKNESS, D50 = 10"
8" SKIMMER
W/ 2.5" ORIFICE
8" SKIMMER
W/ 3.5" ORIFICE
INSTALL SILT FENCE AND GRADE BASIN
FOLLOWING BREACH OF UPSTREAM DAM
REMOVE EXISTING
18" RCP STORM PIPE
REMOVE ALL EXISTING
CART/VEHICLE PATHS WITHIN
LIMITS OF DISTURBANCE (TYP)
REMOVE ALL EXISTING
CART/VEHICLE PATHS WITHIN
LIMITS OF DISTURBANCE (TYP)
BASIN DRAINAGE
AREA (TYP)
SURFACE AREA MEASURED
@ 655 CONTOUR
SURFACE AREA MEASURED
@ 660 CONTOUR
STONE OUTLET
(TYP)
DA = 0.29 AC
STONE OUTLET (TYP)
DA = 0.11 AC
10' SPILLWAY
ELEV = 661.00
20' SPILLWAY
ELEV = 655.00
2'x2' RIPRAP
VELOCITY
DISSIPATOR
36" CMP RISER
TOP: 660.00
INV: 655.00
53 LF 24" CMP
@ 3.77%
OUTLET PROTECTION:
25' L, 27' W, 26" THICKNESS, D50 = 11"
POROUS BAFFLES
(TYP)
POROUS BAFFLES
(TYP)6556606636636606556606
5
0
6
5
5
6
5
5
6
5
6
5' BERM
ELEV = 656.00
10' BERM
ELEV = 663.00
665
670
675
675
670665660LIMITS OF DISTURBANCE
(TYP)
NCDOT STD 840.14
DROP INLET
GRATE: 674.50
8"Ø ORIFICE: 670.00
INV OUT: 667.00
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:40 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-109 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-105
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-110MATCHLINE1" = 40'
MATCHLINE
SHEET C-113
UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOTT
T TUGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
AREA OF AGREEMENT
DB. 3427, PG. 319
N5°11'21"E 1123.65'108.83'N2°54'55"EC1S2°26'30"W 641.52'2°23'46"WN88°44'14"W
280.16' (TOTAL)
251.09'29.07'
IPS
IPS
OHUONE STORY
BRICK HOUSE
ONE STORY
ALUMINUM SHEDS
CAR PORT
POND
GOLF CART
PATH
GOLF CART
PATH
GOLF CART
PATH
FENCE
OVERHEAD
POWER LINE
POWER POLE
POWER LIGHT POLE
CULVERT
SHEDS
GRAVEL
PARKING LOT
CONCRETE STRIP
WELL
PLANTER BOX
CMP SPILLWAY PIPES
AND BRICK OPENING
STORM PIPE
(SIZE/MATERIAL UNKNOWN)
BRICK OUTBUILDING
POWER POLE
WELL
OUTBUILDINGS
OHP
OHP
OHP
OHP
CONC
PAVEMENT
X X X
FENCE
TREE LINE
(TYP)
TREE LINE
(TYP)
TREE LINE
(TYP)
DWELLING
377 LF 42" CMP
TEMPORARY CULVERT
@ 1.19% SLOPE
INV IN: 668.00
INV OUT: 663.50
DA = 19.19 AC
Q10 = 52.68 CFS
SEDIMENT BASIN 4
DRAINAGE AREA = 28.85 ac
DISTURBED AREA = 28.03 ac
Q10 = 79.19 cfs
CONTRACTOR TO BREACH DAM AND
RELEASE WATER IN A SAFE MANOR
AND AT A NON-EROSIVE,
NON-DESTRUCTIVE VELOCITY.
BREACH DAM PRIOR TO INSTALLATION
OF DOWNSTREAM SILT FENCE AND
GRADING OPERATIONS.
INSTALL TEMPORARY CULVERT
FOLLOWING BREACH OF UPSTREAM DAM
REMOVE EXISTING
15" RCP STORM PIPE
REMOVE EXISTING
STORM PIPE
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
REMOVE ALL EXISTING
CART/VEHICLE PATHS WITHIN
LIMITS OF DISTURBANCE (TYP)
REMOVE ALL EXISTING
CART/VEHICLE PATHS WITHIN
LIMITS OF DISTURBANCE (TYP)
REMOVE ALL EXISTING
CART/VEHICLE PATHS WITHIN
LIMITS OF DISTURBANCE (TYP)
REMOVE EXISTING
STRUCTURES AND
ASSOCIATED UTILITIES.
COORDINATE REMOVAL OF
ANY UTILITY W/ PROVIDER(S)
REMOVE GRAVEL DRIVE
REMOVE OVERHEAD
POWER LINES AND POWER
POLES (COORD. W/ PROVIDER)
REMOVE EXISTING
STRUCTURES AND
ASSOCIATED UTILITIES.
COORDINATE REMOVAL OF
ANY UTILITY W/ PROVIDER(S)
REMOVE PAVED/GRAVEL
PARKING LOT
BASIN DRAINAGE
AREA (TYP)
BASIN DRAINAGE
AREA (TYP)
POROUS BAFFLES
(TYP)670670670
5' TEMPORARY BERM
ELEV = 674.00
665
663.50
665
670
675
680
685
690
695
670675680685690665663.50LIMITS OF DISTURBANCE
(TYP)
REMOVE EXISTING
STRUCTURES AND
ASSOCIATED UTILITIES.
COORDINATE REMOVAL OF
ANY UTILITY W/ PROVIDER(S)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:40 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-110 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-106
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-111MATCHLINESHEET C-109MATCHLINE1" = 40'
MATCHLINE
SHEET C-113
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
FENCE
DENSE WOODS
TREE LINE
(TYP)XX X X
8" SKIMMER
W/ 3" ORIFICE
FILL LOCAL
DEPRESSION & ENSURE
POSITIVE DRAINAGE TO
SKIMMER
36" CMP RISER
TOP: 683.00
INV: 678.00
SEDIMENT BASIN 5
DRAINAGE AREA = 25.5 ac
DISTURBED AREA = 25.3 ac
Q10 = 70 cfs
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
BASIN DRAINAGE
AREA (TYP)
STONE OUTLET (TYP)
DA = 1.00 AC
SURFACE AREA MEASURED
@ 683 CONTOUR
STONE OUTLET (TYP)
DA = 0.13 AC
STONE OUTLET (TYP)
DA = 0.14 AC
STONE OUTLET (TYP)
DA = 0.52 AC
OUTLET PROTECTION:
31' L, 33' W, 39" THICKNESS, D50 = 17"
POROUS BAFFLES
(TYP)
15' SPILLWAY
ELEV = 684.00
10' BERM
ELEV = 686.00
675
680
685686
686 685
670
675
680
685
685 686
686
LIMITS OF DISTURBANCE
(TYP)
75 LF 24" CMP
@ 13.33%
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:40 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-111 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-107
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-212MATCHLINESHEET C-110MATCHLINE1" = 40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
DENSE WOODS
DENSE WOODSDSKIMMER BASIN 6
DRAINAGE AREA = 9.5 ac
DISTURBED AREA = 9.5 ac
Q10 = 26.08 cfs
4" SKIMMER
W/ 2" ORIFICE
4'x4' PRECAST CONCRETE
OUTLET STRUCTURE
W/ TRASH RACK:
TOP: 647.00
INV OUT: 636.00
10' WIDE BERM
ELEV = 650.00
68 LF 36" RCP
OUTLET PIPE
@ 1.47%
36" FLARED END
SECTION
INV: 635.00
OUTLET PROTECTION:
20' L, 23' W, 18" THICKNESS
D50 = 8"
SEDIMENT BASIN 7
DRAINAGE AREA = 7.02 ac
DISTURBED AREA = 7.02 ac
Q10 = 19.27 cfs
6" SKIMMER
W/ 2" ORIFICE
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
CLEAR ALL TREES AND
SHRUBS WITHIN LIMITS OF
DISTURBANCE (TYP)
BASIN DRAINAGE
AREA (TYP)
BASIN DRAINAGE
AREA (TYP)
STONE OUTLET (TYP)
DA = 0.33 AC
STONE OUTLET (TYP)
DA = 0.18 AC
STONE OUTLET (TYP)
DA = 0.76 AC
STONE OUTLET (TYP)
DA = 0.38 AC
SURFACE AREA MEASURED
@ 649 CONTOUR
STONE OUTLET (TYP)
DA = 0.27 AC
STONE OUTLET (TYP)
DA = 0.13 AC
STONE OUTLET (TYP)
DA = 0.13 AC
POROUS BAFFLES
(TYP)
POROUS BAFFLES
(TYP)
25' SPILLWAY
ELEV = 649.00
5' BERM
ELEV = 650.00
645
650
645
650 655650645640636.50636.50640645650650645640665660655650645640636.50640636.50645650650645640LIMITS OF DISTURBANCE
(TYP)
NCDOT STD 840.14
DROP INLET
GRATE: 648.50
8"Ø ORIFICE: 643.00
INV OUT: 640.00
48 LF 15" RCP
OUTLET PIPE @ 1.25 %
NCDOT STD 840.52
CONCRETE MANHOLE
RIM: 644.50
INV IN: 639.40
INV OUT: 639.30
29 LF 15" RCP
OUTLET PIPE @ 1.03 %
15" PRECAST CONCRETE
FES INV: 639.00
12" DEPTH RIPRAP
D50 = 6"
645
64012'' SAN12''
S
A
N
12'' SANS
S
SSWR MANHOLE
RIM: 633.00
INV IN (N): 620.61
INV OUT (S): 620.51
SSWR MANHOLE
RIM: 634.00
INV IN (N): 620.91
INV IN (E): 622.93
INV OUT (S): 620.81
4'x4' PRECAST CONCRETE
OUTLET STRUCTURE
W/ TRASH RACK:
TOP: 647.00
INV OUT: 636.00
OUTLET PROTECTION:
20' L, 23' W, 18" THICKNESS
D50 = 8"LIMITS OF DISTURBANCE
(TYP)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:40 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-112 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-108
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-111MATCHLINE1" = 40'
SEE INSET
MATCHLINE
INSET
SCALE: 1"=40'
XPIN#: 0119106
FAMILY TRUST OF ROGER WAYNE SMITH;
ROGER WAYNE SMITH TRUSTEE
DB R 7759 PG 682
DB 6495 PG 292
ZONING: AG
USE: RESIDENTIAL
PIN#: 0117420
BENNIE SAMUEL BRADLEY
DB R 7837 PG 2143
ZONING: AG
USE: RESIDENTIAL
PIN#: 0117427
DAPHNA L. WAGONER &
WAYNE WAGONER
DB 1553 PG 274
ZONING: AG
USE: RESIDENTIAL
PIN#: 0117431
LOWDERMILK FAMILY IRREVOCABLE TRUST OF 2013;
STEVEN C. LOWDERMILK TRUSTEE;
MARY BETH MICHAEL TRUSTEE;
PAMELA R. THROCKMORTON, TRUSTEE
DB R 7551 PG 979
ZONING: AG
USE: RESIDENTIAL
XXXXXXXXXXXXXXXXXXXXXN88°44'04"W 1390.12' (TOTAL)875.65'
514.47'S2°23'46"W199.99'N88°44'14"W
280.16' (TOTAL)
251.09'
GOLF CART
PATH
CULVERT
SHEDS
FENCE
FENCE
TREE LINE
(TYP)
TREE LINE
(TYP)
SHED GARAGE
XXXXXX
X
X
X
X
X
X
X
XXX XXXXXXXXX3" SKIMMER
W/ 1.5" ORIFICE
5'x5' PRECAST CONCRETE
OUTLET STRUCTURE
W/ TRASH RACK:
TOP: 672.00
INV OUT: 661.00
68 LF 48" RCP OUTLET PIPE @ 2.00 %
10' WIDE BERM
ELEV = 676.00
48" PRECAST CONCRETE
FLARED END SECTION
INV: 659.64
OUTLET PROTECTION:
26' L, 30' W, 23" THICKNESS, D50 = 10"
8" SKIMMER
W/ 3.5" ORIFICE
INSTALL SILT FENCE AND GRADE BASIN
FOLLOWING BREACH OF UPSTREAM DAM
BASIN DRAINAGE
AREA (TYP)
SURFACE AREA MEASURED
@ 655 CONTOUR
20' SPILLWAY
ELEV = 655.00
POROUS BAFFLES
(TYP)
6
5
0
6
5
5
6
5
5
5' BERM
ELEV = 656.00
665
670
675
675
670665660690
685
680
675
670
665
663.50
665
670
675
680
685
690
695
670675680685690695665663.50LIMITS OF DISTURBANCE
(TYP)
LIMITS OF DISTURBANCE
(TYP)
NCDOT STD 840.14
DROP INLET
GRATE: 674.50
8"Ø ORIFICE: 670.00
INV OUT: 667.00
64 LF 15" OUTLET PIPE @ 1.56 %
15" PRECAST CONCRETE
FES INV: 667.00
12" DEPTH RIPRAP
D50 = 6"
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-101-EROS1.dwg | Plotted on 8/12/2019 10:40 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-113 PHASE I EROSION CONTROL & DEMOLITION PLANJ. MOORE
J. MOORE
J. MATEY
NAD 830
SCALE 1"=40'
80'40'
1" = 40'
SHEET C-109
MATCHLINE
SHEET C-110
MATCHLINE
1
2
3 4 5 6 7 8
8A
10 11 12 13 14 15 16 17 18 19 20 21
22 23
24
25
26
27
28
29
39
40
41
43
44
45
46
48
59
XXX 18" RCP
16
'
'

S
A
N
16'' SAN
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
UC
A
T
V
U
C
A
T
V
U
C
A
T
V
16'' W
16'' W
16'' SAN
16'' SAN
16'' SAN
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
UC
A
T
V
16''

S
A
N
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'
'

S
A
N
16'' W
N85°56'44"W 2484.
7
7
'

(
T
O
T
A
L
)
N88°14'50"W 560.62'N88°43'52"W 707.14'
S
6
0
°
1
3
'
1
7
"
E

1
7
0
1
.
3
7
'
S73°
1
4
'
3
6
"
E

3
0
9
.
1
6
'108.83'N2°54'55"EN86°15'22"W 251.78'N28°
0
9
'
5
4
"W

3
34
.74
'
N87°19'54"W 577.78'N1°07'21"E 1006.69'N88°44'04"W 1390.12' (TOTAL)N3°40'57"E 253.69'N87°54'03"W 953.10'
450.14'
238.21'
349.39'
1447.04'
875.65'514.47'406.12'24.77'126.40'101.05'304.53'102.69'199.67'L4S2°23'46"W199.99'N88°44'14"W
280.16' (TOTAL)
251.09'29.07'
2-8.3'X8.3'
BOX CULVERT
INVERT=631.18
2-8.3'X8.3'
BOX CULVERT
INVERT=630.63
30
47
41
42
BIRCH CREEK ROADBIRCH CREEK ROAD12'' SAN12'' SAN49
58
51
52
53
54
55
56
57
60
61
50
9
16'' W
16'' W
16'' W
X
X
XX 41
56
18" RCP
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
DN69
1
69
0
6
8
9
6
8
8
6
8
7686685684683
682681681
682
683
68
3
682
681
680
679678
6
8
0
6
8
5 690695700679
6
8
1
6
8
2
6
8
3
6
8
46866
8
7688689691 692693694696697698699705700
705
695
69
2
6
9
3
695
690685
665665665
67067067
0
67567
5
6
8
0
6806
8
5
6656656656656656656706706706706706706756756806806
6
0
6
6
5
66
5
6
6
5
6
7
0
67
0
6
7
0
67
5
696
697698699700
701 701
700697
69
7
69
8
699
701701680685690695680
685
690678679
681
682
683684
686687688689
691692
693670675680
685
685
690
690686
686
687
687688
688689
689691
691692
693675680685690
6556606606656656706706756756806806856
5
56606
6
06656
6
56706
7
06756
7
56806
8
06856
8
5
700699698
697
695
6956956956946936926916906946936926916906896886876866856946936926
9
1
6
9
0
6
8
9
6
8
8
68
7
696
694
6
9
3 697696699
698
697
696
695 694
695
696
697
699
698
694695
700
699698697696685690695700683684686687688689691692693694696697698699685690695700682683684686687688689691692693694696697698699699699699
698
700 700
700 700705 705710 710715720
700 700
7
0
5
705 705
7
1
0
710 710
7
1
5
715 715720
700 700700
700 700 700 700 700
700700700701702703704
704703702701
700 700
696 696
697 697
698 698
699 699
700 700
696 696
697 697
698 698
699 699
701702703704 701702703704
695
695
696
695
696696 697698699
700
700
700
699698697696
695690690694
694695
694 693 692 691 690 689 688701702703704701702703704699698697696695694693692
700 700
699
6996806856906956816826836846866876886896916926936946966976986996796756806856906956766776786796816826836846866876886896916926936946966976986996
8
56906957007057107156
8
4
6
8
6
6
8
76886896
9
1692693694696697698699701702703704706707708709711712713714716717718719
705
704
706707708715720
680685690695679681682683684686687688689691692693694695696695696691695696696695
695
694
693
692
691
690
6906916916926
8
0
6
8
5690 6796
8
1
6
8
2
6
8
36846866
8
7688689691692693693 6806856906956816826
8
3
6
8
4
68
6687688689691692693694 6
7
5
680
6856906
7
667767867
9
6
8
1
6826836846866876886896916916916916
9
1691691691691695695
691
692 692
693 693
694 694
665
665
670
670
675
675
680
680
685
685690
690
665670675680685690665665670670675675 6957007056
9
2
693694696697698699701702703704706695700705
695700705
670675675680680685685
690690 690695700705
7
0
0
6
9
5
645 650650655 655660 660665 665670 670675 675680 680685 635640640640640640640645645645645645645650650650650650650655655660660665665670670675675680640645645645645650650650650655655655655660660665665670670670
6
7
0 670675675680680645
645
650
650
655
655645 645645650650650655655655660665670675640645645645650650650655655655660665670675645650655660665
6706756556606656706
7
0
6756
7
5
6806
8
0
695700
705 705710
700 695
699698697696695694693
692
691
70170270370468268168067967867767667
5
6
7
4
SEDIMENT
BASIN #1
SEDIMENT
BASIN #4
SEDIMENT
BASIN #7
SEDIMENT
BASIN #8
CONSTRUCTION
ENTRANCE
CONSTRUCTION
ENTRANCE
CONSTRUCTION
ENTRANCE LAY DOWN YARD
STAGING
18" RCP
16'' SANBURLINGTON ROAD
2-8.3'X8.3'BOX CULVERTINVERT=631.18
2-8.3'X8.3'BOX CULVERTINVERT=630.63
BURLINGTON ROAD
U.S. HIGHWAY 70-A
PUBLIC R/W VARIES 60'
MAINTENANCE R/W (MIN.)
18" RCP
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER
30' ZONE 1BUFFER
20' ZONE 2BUFFER
30' ZONE 1BUFFER20' ZONE 2BUFFER
DN
69
169
0
6
8
9
6
8
8
6
8
7686685684683682681681682
68368
3
682
681680679678
6
8
0
6
8
5690 695700679
6
8
1
6
8
2
6
8
3
6
8
46866
8
7688689691692693694 69669769869970570070569569
2
6
9
3
69569068566566566567067067
0
67567
5
6
8
0
6806
8
5
6656656656656656656706706706706706706756756806806
6
0
6
6
5
66
5
6
6
5
6
7
0
67
0
6
7
0
67
5
69669769869970070170170069769
7
69
8
699
701701680685690695680
685690678679681682683684686687688689691692693670675680
685
685
690
690686
686
687
687688
688689
689691
691692693675680685690
6556606606656656706706756756806806856
5
56606
6
06656
6
56706
7
06756
7
56806
8
06856
8
5
700699698697695695
6956956946936926916906946936926916906896886876866856946936926
9
1
6
9
0
6
8
9
6
8
8
68
7
6966946
9
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700700700700705705710710715720 700 700
7
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5
6
7
4
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-200-EROS2-OVRL.dwg | Plotted on 8/12/2019 10:42 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-200 OVERALL PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
1" = 200'
C-201
SHEET LEGEND
SCALE: 1" = 1,000'NAD 830
SCALE 1"=200'
400'200'
C-202 C-203 C-204
C-205 C-206 C-207 C-208
C-209 C-210 C-211 C-212
C-213
SILT FENCE
EROSION CONTROL LEGEND
TEMPORARY CONSTRUCTION
ENTRANCE
INLET PROTECTION
PROPOSED CONTOUR
EXISTING CONTOUR800
800
NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION
CONTROL DEVICES ONCE PER WEEK AND AFTER EVERY RAIN
EVENT.
DIVERSION DITCH
POROUS BAFFLE
SKIMMER
DRAINAGE AREA
LIMITS OF DISTURBANCE
CHECK DAM
PIPE/CULVERT INLET
LIMITS OF DISTURBANCE = 231.20 ACRES
INLET PROTECTION
PROTECTION
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
PIN#: 0117464
NSR COMPANY, LLC
DB R 7079 PG 711
ZONING: GO-M
USE: RES/ASSISTED LIVING
PIN#: 0117444
CALVARY BAPTIST CHURCH INC OF
MCLEANSVILLE
DB 5726 PG 196
ZONING: AG
USE: INSTITUTIONAL
PIN#: 0119089
GLORIA POOLE
DB 3207 PG 975
PB 70 PG 53
ZONING: AG
USE: RESIDENTIAL
PIN#: 0119691
PIERRE A. & CAROLYN E. GORIA
DB 2750 PG 749
ZONING: LI
USE: AGRICULTURE/HOLTICULTURE PIN#: 0119090
MARY T. WEDDINGTON
DB 4391 PG 1160
PB 101 PG 8
ZONING: AG
USE: RESIDENTIAL
PIN#: 0119098
DAVID THOMAS TURNER & MARY
T. WEDDINGTON
DB R 7355 PG 452
ZONING: AG
USE: RESIDENTIAL
UGT
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16'' SAN
16'' SAN
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16'' SAN
16'' SAN
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O
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' SAN12'' SAN12'' SAN12'' SAN12'' SANS
S
S
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S
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PIN#: 0117421
REBECCA P. LOWDERMILK
DB 2333 PG 478
ZONING: AG
USE: VACANT
8'' S
A
N
8'' SAN
8'' SAN
8'' SAN
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
16'' W
12'' W8" SKIMMER
W/ 4" ORIFICE
5'x5' PRECAST CONCRETE
OUTLET STRUCTURE
W/ TRASH RACK:
TOP: 670.00
INV OUT: 661.00
56 LF 48" OUTLET PIPE
@ 1.00 %
OUTLET PROTECTION:
26' L, 30' W, 23" THICKNESS, D50 = 10"
48" PRECAST CONCRETE
FLARED END SECTION
INV: 660.44
POROUS BAFFLES
(TYP)
10' BERM
ELEV = 673.00
LIMITS OF DISTURBANCE
(TYP)
SLOPE DRAIN W/
INLET PROTECTION
& 18" HDPE
(TYP)
OUTLET PROTECTION:
29' L, 33.5' W, 27" THICKNESS, D50 = 12"
SEDIMENT BASIN 1
DRAINAGE AREA = 50.08 ac
DISTURBED AREA = 48.53 ac
Q10 = 137.47 cfs
69
1
69
0
6
8
9
6
8
8
6
8
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683
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700
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685
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698
700
700
25'x100' STONE
CONSTRUCTION
ENTRANCE LAYDOWN AREA
68268168067967867767667
5
6
7
4
STONE OUTLET (TYP)
DA = 0.23 AC
A5
A6
A7
A8A8
A9
A10
A11
A12A13
A14
A15A16A17
A18
FESA1
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:43 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-201 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
1" = 40'
MATCHLINE
SHEET C-205 MATCHLINESHEET C-202NAD 830
SCALE 1"=40'
80'40'
PIN#: 0117444
CALVARY BAPTIST CHURCH INC OF
MCLEANSVILLE
DB 5726 PG 196
ZONING: AG
USE: INSITUTIONAL
PIN#: 0117421
REBECCA P. LOWDERMILK
DB 2333 PG 478
ZONING: AG
USE: VACANT
S
TT
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UFO
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UGT
UGT
UGT
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UGT
UGT
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UFO
UFO
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16'' W
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16'' W
16'' W
16'' W
16'' W
16'' W
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16'' SAN
16'' SAN
16'' SAN
16'' SAN
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16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
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UFO
UFO
UFO
UFO
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A
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U.S. HIGHWAY 70
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A
PUBLIC R/W VAR
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0
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(
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.
)
16'' W
16'' W
16'' W
16'' W
16'' W
12'' WG
G
T
REFRIGERATED
WAREHOUSE
(867,632 SF)
G G
T T T
0° FREEZER
35° FROZEN RECEIVING DOCK
-20° FREEZER
28° BOXED MEAT
FREEZER
PRODUCE
COOLER
35° PRODUCE SHIPPING
AND RECEIVING DOCK
REFRIGERATED
WAREHOUSE
(867,632 SF)
LIMITS OF DISTURBANCE
(TYP)
DIVERSION DITCH
(TYP)
DIVERSION DITCH
(TYP)
DIVERSION DITCH
(TYP)
INLET
PROTECTION
(TYP)
SEDIMENT BASIN
DRAINAGE AREA
(TYP)
SLOPE DRAIN W/
INLET PROTECTION
& 18" HDPE
5'x5' TEMPORARY RIPRAP
VELOCITY DISSIPATOR
700700699699 699
699
700 700
700 700705 705710 710715
720
700
7
0
5
705
7
1
0
710
7
1
5
715
700
700
700
700 700 700
704703702701
699
698 697
A1k
A1l
A1m
A1nA1pA1o
A1
A2
A3
A4
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:43 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-202 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
MATCHLINESHEET C-201MATCHLINE
SHEET C-206 MATCHLINESHEET C-203NAD 830
SCALE 1"=40'
80'40'
1" = 40'
PIN#: 0117465
SOUTHERN NET INC
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: DEV. RESTRICTED
PIN#: 0117466
SOUTHERN NET INC
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: DEV. RESTRICTED
PIN#: 0117467
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117468
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117469
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117470
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117472
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117471
MORRIS PHILIP ALLISON;
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15
ZONING: RS-40
USE: RESIDENTIAL
TT
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16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
16'' SAN
UFO
UFO
UFO
UFO
UFO
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UFO
UFO
UFO
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16'' W
16'' W
16'' W
16'' W
16'' W
16'' W 16'' W
16'' W
16'' W
BURLINGTON ROAD
OHU
OHU
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OHU
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OHU
OHU
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UGT
UGT
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UGT
UGT
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16'' W
16'' W
16'' W
12'' WREFRIGERATED
WAREHOUSE
(867,632 SF)
FLEX TEMP COOLER
35° - 55°
35° PRODUCE SHIPPING
AND RECEIVING DOCK
25'x100' STONE
CONSTRUCTION
ENTRANCE
LIMITS OF DISTURBANCE
(TYP)
DIVERSION DITCH
(TYP)
ROCK DOUGHNUT
INLET PROTECTION
INLET
PROTECTION
(TYP)
SEDIMENT BASIN
DRAINAGE AREA
(TYP)
700
705
710
715
720
700 700
700701702703704696 695 694 693 692
SET RIM OF STRUCTURE
D15 BELOW FINAL GRADE
GRATE: 691.56
700
700
699
699695693694696697698699705
710715
703704706707
708709711
712713714716717718719
705
704
706707708
715
720
705
705
710
700
699698697696695701702703704
D20D19D18D17D16
D15
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:44 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-203 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
MATCHLINESHEET C-202MATCHLINE
SHEET C-207NAD 830
SCALE 1"=40'
80'40'MATCHLINESHEET C-2041" = 40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
PIN#: 0117490
AHMAD H. HAMZE
DB R 7661 PG 3026
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117491
GLADYS BARRERA FLORES
DB R 7741 PG 1802
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117492
WILLIAM S HODGIN
DB 2242 PG 305
PB 20 PG 59
PIN#: 0117493
THOMAS W. &
CAROL J. MILES
DB R 7142 PG 968
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117498
PAUL J. &
CHANISTY H. MITCHELL
DB R 6680 PG 2339
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
MORRIS PHILIP ALLISON;
PIN#: 0117496
ROGER B. &
DONNA G. GANNON
DB R 5036 PG 1364
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117495
LEROY A. HARPER
DB R 3850 PG 453
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117497
JOSHUA MANN &
DANIELLE LEHMAN
DB R 7794 PG 2220
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117486
ROGER B. &
DONNA G. GANNON
DB R 5036 PG 1364
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
PIN#: 0117481
CAILLOUT LIVING TRUST;
LES CAILLOUT TRUSTEE
DB R 6897 PG 1189
PB 20 PG 59
ZONING: RS-40
USE: RESIDENTIAL
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UFO
UFO
W
W
W
UF
O
UF
O
U
F
O
1
6
'
'

S
A
N
16'
'

S
A
N
16'
'

S
A
N
UFO
UFO
UFO
UFO
UFO
UFO
UFO UFO
UFO
UFO
W
S73°
1
4
'
3
6
"
E

3
0
9
.
1
6
'
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHUO
H
U
O
H
U
O
H
U
O
H
U
OH
U
OHU
OHU
O
H
U
LOU STREET50' PUBLIC R/W16'' W
16'' W
16'' W
16'' W
CLEAN WATER
DIVERSION
STONE OUTLET (TYP)
DA = 0.37 AC
STONE OUTLET (TYP)
DA = 0.60 AC
10' BERM
ELEV = 658.00
LIMITS OF DISTURBANCE
(TYP)
SLOPE DRAIN W/
INLET PROTECTION
& 18" HDPE
(TYP)
DIVERSION
DITCH (TYP)
OUTLET PROTECTION:
39' L, 45' W, 35" THICKNESS, D50 = 15"
STONE OUTLET (TYP)
DA = 0.53 AC
INLET
PROTECTION
(TYP)6806856906816826836846866876886896916926936796
8
5690695700
6
8
4
6
8
6
6
8
76886896
9
1692693694696697698699701702703705
704
706707708
640645645645650650650655655655660665670675645
650
655
660
665
644.50644.50644.506556606656706
7
0
6756
7
5
6806
8
0
695
700
695
695694693
692
691
30' WIDE RIPRAP
SPILLWAY ELEV: 656.00
EW-D1
D32
D31
D30
D29D28
D27D26D25
D2
4
D23
D22D21
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:44 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-204 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
MATCHLINE
SHEET C-208MATCHLINESHEET C-2031" = 40'NAD 830
SCALE 1"=40'
80'40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
N87°19'54"W 577.78'12'' SAN12'' SAN1
2
'
'

S
AN
12'
'
SAN12''
SAN12''
SAN
12
'
'

S
A
N
12'
'
SAN
1
2
'
'

S
A
N
S
S
S
S
S
S
S
S
STONE OUTLET (TYP)
DA = 0.24 AC
STONE OUTLET (TYP)
DA = 0.09 AC
STONE OUTLET (TYP)
DA = 0.11 AC
STONE OUTLET (TYP)
DA = 0.31 AC
10' BERM
ELEV = 673.00
LIMITS OF DISTURBANCE
(TYP)
DIVERSION
DITCH
(TYP)
DIVERSION
DITCH
(TYP)
SLOPE DRAIN W/
INLET PROTECTION
& 18" HDPE
(TYP)
OUTLET PROTECTION:
32' L, 37' W, 27" THICKNESS, D50 = 12"
INLET
PROTECTION
(TYP)
681
680
679678
6
8
0
6
8
5 690695679
6
8
1
6
8
2
6
8
3
6
8
4 6866
8
7 6886896916926936946966976986996656656656706706706756806
6
0
6
6
5
66
5
6
6
5
6
7
0
67
0
6
7
0
67
5661.50661.506
6
1
.
5
0
66
1
.
5
0
696
697
698
699
700
701 701
700
697
69
7
698
699
701
701680685690695680
685
690678679
681
682
683
684
686
687
688
689
691
692
693670675680
691
692
693675680685690 700
699
698
697
695
695696
694
6
9
3 69769664 LF 15" RCP
@ 1.09% SLOPE
NCDOT STD 838.80
END WALL W/ SIPHON
8"Ø ORIFICE: 668.00
INV OUT: 667.70
670
15" PRECAST CONCRETE
FES INV: 667.00
12" DEPTH RIPRAP
D50 = 6"
FESA2 A48A47
A
3
6
A35 A34A33A32A31
A30
A29
A28
A27
A26
A25
A24JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:44 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-205 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-201
MATCHLINE
MATCHLINESHEET C-206NAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-209
1" = 40'
REFRIGERATED
WAREHOUSE
(867,632 SF)
G
REFRIGERATED
WAREHOUSE
(867,632 SF)
T T
G
G
35° DOCK SHIPPING FROZEN
0° FREEZER
-20° FREEZER
55° DOCK
28° BOXED MEAT
FREEZER
28° BOXED MEAT
RECEIVING
35° BOXED MEAT/DAIRY/PRODUCE
COOLER
35° BOXED MEAT/DAIRY
DOCK
DIVERSION
DITCH
(TYP)
INLET
PROTECTION
(TYP)
SEDIMENT BASIN
DRAINAGE AREA
(TYP)700696699
698
697
696
695 694
695
696
697
699
698
694
695
700
699 698 697
696
700
701 702 703 704
700 700
696
696
697
697
698 698
699 699
701 702 703 704
695
696696A24A23
A22
A21
A20
A19
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:44 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-206 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-202
MATCHLINE
SHEET C-205MATCHLINENAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-210 MATCHLINESHEET C-2071" = 40'
STOPSTOPDO NOT ENTERSTOPSTOPEXITSTOP
35° BOXED MEAT/DAIRY
DOCK
DAIRY PRODUCT
STORAGE
REFRIGERATED
WAREHOUSE
(867,632 SF)
DIVERSION
DITCH
(TYP)
ROCK DOUGHNUT
INLET PROTECTION
SEDIMENT BASIN
DRAINAGE AREA
(TYP)
DIVERSION
DITCH
(TYP)
INLET
PROTECTION
(TYP)700700 700
696
696
697
697
698
698
699 699
701 702 703 704
695
695
696
697 698 699
700 700
699 698 697
696
695
690
690
694
694
695
694 693 692 691 690 689 688701702703704SET RIM OF STRUCTURE
D69 BELOW FINAL GRADE
GRATE: 687.56 695692693694696697698699690695691692693694695696696691D69
D70
D71
D72
D73
D74
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:44 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-207 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-203
MATCHLINE
SHEET C-206MATCHLINENAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-211 MATCHLINESHEET C-2081" = 40'
STOPSTOP
STOPSTOPDO NOT ENTERSTOPSTOPOUTLET PROTECTION:
39' L, 43' W,
35" THICKNESS, D50 = 15"
5'x5' PRECAST CONCRETE
OUTLET STRUCTURE
W/ TRASH RACK:
TOP: 653.50
INV OUT: 644.00
84 LF 48" RCP
@ 5.95%
48" FLARED END
SECTION
INV: 639.00
8" SKIMMER
W/ 5" ORIFICE
STONE OUTLET (TYP)
DA = 0.35 AC
STONE OUTLET (TYP)
DA = 0.20 AC
POROUS BAFFLES
(TYP)
10' BERM
ELEV = 658.00
LIMITS OF DISTURBANCE
(TYP)
SLOPE DRAIN W/
INLET PROTECTION
& 18" HDPE
(TYP)
OUTLET PROTECTION:
39' L, 45' W, 35" THICKNESS, D50 = 15"
STONE OUTLET (TYP)
DA = 0.31 AC
STONE OUTLET (TYP)
DA = 0.31 AC
STONE OUTLET (TYP)
DA = 0.21 AC
SEDIMENT BASIN 8
DRAINAGE AREA = 96.03 ac
DISTURBED AREA = 96.03 ac
Q10 = 263.60 cfs
INLET
PROTECTION
(TYP)
SEDIMENT BASIN
DRAINAGE AREA
(TYP)6756806856906766776786796816826836846866876886896916926966956966
7
5
680
6856906
7
6
67767867
9
6
8
1
682683684686687688689691640645645645645650650650650655655655655660660665665670670670
6
7
0 670675675680680645
645
650
650
655
655645 645645650650650655655655660665670675644
.
5
0644.50644.50644.50644.50670675NCDOT STD 840.14
DROP INLET
GRATE: 656.50
12"Ø ORIFICE: 651.00
INV OUT: 648.00
D
56 LF 15" RCP
OUTLET PIPE
@ 7.50%
NCDOT STD 840.52
CONCRETE MANHOLE
RIM: 650.50
INV IN: 643.80
INV OUT: 643.70
36 LF 15" RCP OUTLET PIPE
@ 7.50%15" PRECAST
CONCRETE
FES INV: 639.00
12" DEPTH RIPRAP
D50 = 6"
D75
D76
D77
D78
D79
D80 D81 D82
D83
D84
D86
D85
EW-D2
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:44 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-208 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-204
MATCHLINE
SHEET C-207MATCHLINENAD 830
SCALE 1"=40'
80'40'
MATCHLINE
SHEET C-212
1" = 40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
PIN#: 0119107
TANYA LEE HOBSON INGLE &
TOMMY MICHAEL INGLE, JR
DB R 7800 PG 1435
ZONING: AG
USE: RESIDENTIAL
PIN#: 0119114
ANDREA GAIL WILLIAMS
DB R 7195 PG 2735
ZONING: AG
USE: RESIDENTIAL N1°07'21"E 1006.69'1
2
'
'

S
A
N
1
2
'
'

S
A
N
12'' SAN12'' SAN12'' SAN12'' SAN12'' SAN12''
SAN
1
2
'
'
SAN12'
'
SAN12'
'
SAN
S
S
S
S
S
S
S
S
SSWR MANHOLE
RIM: 646.40
INV IN (N): 637.92
INV OUT (S): 637.82
SSWR MANHOLE
RIM: 651.60
INV IN (N): 639.49
INV OUT (S): 639.39
DWELLING
5'x5' PRECAST CONCRETE
OUTLET STRUCTURE
W/ TRASH RACK:
TOP: 672.00
INV OUT: 661.00
68 LF 48" RCP OUTLET
PIPE @ 2.00 %
10' WIDE BERM
ELEV = 676.00
48" PRECAST CONCRETE
FLARED END SECTION
INV: 659.64
OUTLET PROTECTION:
26' L, 30' W, 23" THICKNESS
D50 = 10"
8" SKIMMER
W/ 3.5" ORIFICE
STONE OUTLET (TYP)
DA = 0.90 AC
STONE OUTLET (TYP)
DA = 0.70 AC
LIMITS OF
DISTURBANCE
(TYP)
CLOSE SILT FENCE
WHERE PHASE I BASIN
SPILLWAYS ARE NO
LONGER NEEDED
(TYP)
CLOSE SILT FENCE
WHERE PHASE I BASIN
SPILLWAYS ARE NO
LONGER NEEDED
(TYP)
INSTALL STONE OUTLET
AT PHASE I BASIN
OUTLET LOCATION
DA = 0.79 AC
DIVERSION DITCH
(TYP)
DIVERSION DITCH
(TYP)
INLET
PROTECTION
(TYP)
INLET
PROTECTION
(TYP)
685
685
690
690686
686
687
687688
688689
689691
692
6556606606656656706706756756806806856
5
56606
6
06656
6
56706
7
06756
7
56806
8
068568
5 6956956956946936926916906946936926916906896886876866856946936926
9
1
6
9
0
6
8
9
6
8
8
68
7
6
9
3
665665670670675675 663.50
B45a
B45b
B45c
B45d B45
B46B47
B48B49
B
5
0
B51
B52
B13
B14B15
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:45 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-209 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-205
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-210MATCHLINE1" = 40'
MATCHLINE
SHEET C-213
108.83'N2°54'55"E2°23'46"WN88°44'14"W
280.16' (TOTAL)
251.09'29.07'
SHEDS
DWELLING
POROUS BAFFLES
(TYP)
LIMITS OF
DISTURBANCE
(TYP)
25'x100' STONE
CONSTRUCTION
ENTRANCE
OUTLET PROTECTION:
39' L, 45' W, 35" THICKNESS, D50 = 15"
SEDIMENT BASIN 4
DRAINAGE AREA = 45.83 ac
DISTURBED AREA = 44.84 ac
Q10 = 123.06 cfs
INLET
PROTECTION
(TYP)
BASIN DRAINAGE
AREA (TYP)
BASIN DRAINAGE
AREA (TYP)691700
691691691691691691691695 695
691
692 692
693 693
694 694
665
665
670
675
680
685
690
665670675680685690663.50
663.50 663.50705701702703704706705
705
695
700
705
B13
B15 B16
B17
B18B18
B19
B20EW-B
B30
B29
B28
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:45 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-210 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-206
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-211MATCHLINESHEET C-209MATCHLINE1" = 40'
MATCHLINE
SHEET C-213
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
STONE OUTLET (TYP)
DA = 0.00 AC
LIMITS OF DISTURBANCE
(TYP)
CLOSE SILT FENCE
WHERE PHASE I BASIN
SPILLWAYS ARE NO
LONGER NEEDED
(TYP)
STONE OUTLET (TYP)
DA = 0.24 AC
STONE OUTLET (TYP)
DA = 0.21 AC
INSTALL STONE OUTLET
AT PHASE I BASIN
OUTLET LOCATION
DA = 0.50 AC
STONE OUTLET (TYP)
DA = 0.27 AC
INLET
PROTECTION
(TYP)
BASIN DRAINAGE
AREA (TYP)
DIVERSION
DITCH (TYP)
700
700
700
690689695 696696695
694
693
692
691
690
69069169169269069169269369369069568969169269369469
1
6957006
9
2
693694696697698699701702703695
700
705
695700
670
675
675 680
680
685
685
690
690
690
7
0
0
6
9
5
B27
B26
B24
B25
B23
B22
B21
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:45 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-211 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-207
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-212MATCHLINESHEET C-210MATCHLINE1" = 40'
30' ZONE 1
BUFFER
20' ZONE 2
BUFFER
T
GDN
4'x4' PRECAST CONCRETE
OUTLET STRUCTURE
W/ TRASH RACK:
TOP: 647.00
INV OUT: 636.00
10' WIDE BERM
ELEV = 650.00
68 LF 36" RCP
OUTLET PIPE
@ 1.47%
36" FLARED END
SECTION
INV: 635.00
OUTLET PROTECTION:
20' L, 23' W, 18" THICKNESS
D50 = 8"
6" SKIMMER
W/ 3" ORIFICE
(UPSIZE ORIFICE
IN PHASE II)
STONE OUTLET (TYP)
DA = 0.23 AC
STONE OUTLET (TYP)
DA = 0.63 AC
POROUS BAFFLES
(TYP)
LIMITS OF DISTURBANCE
(TYP)
STONE OUTLET (TYP)
DA = 0.38 AC
CLOSE SILT FENCE W/ STONE OUTLET
AT PHASE I BASIN OUTLET LOCATION
DA = 0.69 AC
STONE OUTLET (TYP)
DA = 0.69 AC
SLOPE DRAIN W/
INLET PROTECTION
& 18" HDPE
(TYP)
STONE OUTLET (TYP)
DA = 0.27 AC
STONE OUTLET (TYP)
DA = 0.13 AC
STONE OUTLET (TYP)
DA = 0.13 AC
SEDIMENT BASIN 7
DRAINAGE AREA = 28.83 ac
DISTURBED AREA = 28.83 ac
Q10 = 79.14 cfs
DIVERSION
DITCH
(TYP)
DIVERSION
DITCH
(TYP)
BASIN DRAINAGE
AREA (TYP)680685679681682683
684
686
687
688696696695
6
8
0
6
8
5 6796
8
1
6
8
2
6
8
3
6846866
8
7688689 6806856816826
8
3
6
8
4
68
6687688689
645 650650
655 655660 660665 665670 670675 675680 680685 635640640640640640640645645645645645645650650650650650650655655660660665665670670675675680636.50636.50636.506
3
6
.
5
0
DNCDOT STD 840.14
DROP INLET
GRATE: 648.50
8"Ø ORIFICE: 643.00
INV OUT: 640.00
48 LF 15" RCP
OUTLET PIPE @ 1.25 %
NCDOT STD 840.52
CONCRETE MANHOLE
RIM: 644.50
INV IN: 639.40
INV OUT: 639.30
29 LF 15" RCP
OUTLET PIPE @ 1.03 %
15" PRECAST CONCRETE
FES INV: 639.00
12" DEPTH RIPRAP
D50 = 6"
645
640JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:45 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-212 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
SHEET C-208
MATCHLINE
NAD 830
SCALE 1"=40'
80'40'SHEET C-211MATCHLINE1" = 40'
XPIN#: 0119106
FAMILY TRUST OF ROGER WAYNE SMITH;
ROGER WAYNE SMITH TRUSTEE
DB R 7759 PG 682
DB 6495 PG 292
ZONING: AG
USE: RESIDENTIAL
PIN#: 0117420
BENNIE SAMUEL BRADLEY
DB R 7837 PG 2143
ZONING: AG
USE: RESIDENTIAL
PIN#: 0117427
DAPHNA L. WAGONER &
WAYNE WAGONER
DB 1553 PG 274
ZONING: AG
USE: RESIDENTIAL
PIN#: 0117431
LOWDERMILK FAMILY IRREVOCABLE TRUST OF 2013;
STEVEN C. LOWDERMILK TRUSTEE;
MARY BETH MICHAEL TRUSTEE;
PAMELA R. THROCKMORTON, TRUSTEE
DB R 7551 PG 979
ZONING: AG
USE: RESIDENTIAL
XXXXXXXXXXXXXXXXXXXXXN88°44'04"W 1390.12' (TOTAL)875.65'
514.47'S2°23'46"W199.99'N88°44'14"W
280.16' (TOTAL)
251.09'
SHEDS
FENCE
FENCE
SHED GARAGE
XXXXXX
X
X
X
X
X
X
X
XXX XXXXXXXXX5'x5' PRECAST CONCRETE
OUTLET STRUCTURE
W/ TRASH RACK:
TOP: 672.00
INV OUT: 661.00
68 LF 48" RCP OUTLET
PIPE @ 2.00 %
10' WIDE BERM
ELEV = 676.00
48" PRECAST CONCRETE
FLARED END SECTION
INV: 659.64
OUTLET PROTECTION:
26' L, 30' W, 23" THICKNESS
D50 = 10"
8" SKIMMER
W/ 3.5" ORIFICE
POROUS BAFFLES
(TYP)
LIMITS OF
DISTURBANCE
(TYP)
LIMITS OF DISTURBANCE
(TYP)
DIVERSION DITCH
(TYP)
OUTLET PROTECTION:
39' L, 45' W, 35" THICKNESS, D50 = 15"
INLET
PROTECTION
(TYP)
INLET
PROTECTION
(TYP)
BASIN DRAINAGE
AREA (TYP)6906886896916
5
5
6
6
0
6
6
5
6
7
0
6
7
5
6
8
0
68
5
691691691691691692
665
665
670
670
675
675
680
680
685
685
690
690
665670675680685690665665670670675675 663.50
663.50
663.50
663.50NCDOT STD 840.14
DROP INLET
GRATE: 674.50
8"Ø ORIFICE: 670.00
INV OUT: 667.00
64 LF 15" OUTLET PIPE @ 1.56 %
15" PRECAST CONCRETE
FES INV: 667.00
12" DEPTH RIPRAP
D50 = 6"
B51
B52
B13
B14B15 B16
B17
B18B18
B19
B20EW-B
B30
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.8642 W. Market Street Suite 136 | Greensboro, NC 27409TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THEGREENSBORO OFFICER:\107\42407-Publix_Distribution_Center_Greensboro\DWG\Sheet\CD\100% CDs\C-201-EROS2.dwg | Plotted on 8/12/2019 10:45 AM | by Jacob Moore06/26/2019
PUBLIX GREENSBORO DISTRIBUTION CENTERGUILFORD COUNTY - NORTH CAROLINA42407

NORTH CAROLINA LICENSE NO. C-1652
NOT FOR
CONSTRUCTION
08/14/2019REVISED PER GUILFORD COUNTY & C.O.G. REVIEW COMMENTSC-213 PHASE II EROSION CONTROL PLANJ. MOORE
J. MOORE
J. MATEY
1" = 40'NAD 830
SCALE 1"=40'
80'40'
SHEET C-209
MATCHLINE
SHEET C-210
MATCHLINE