SW7130405_HISTORICAL FILE_20130515 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
OF HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

AS- "
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Governor Director Secretary
May 15, 2013
Mr. Barnes Boykin, VP / Secretary
Eastern Pride, Inc.
2405-F Nash Street
Wilson, NC 27896
Subject: Stormwater Review SW7130405
Bath — Family Dollar
Beaufort County
Dear Mr. Boykin:
This office received a Coastal Stormwater permit application and plans for the subject project on May 3,
2013. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
I. Please verify that the drainage area to the constructed wetlands is 74,357sf and please submit a drainage
area delineation map. The submitted calculations and wetland supplement form lists 74,357sf whereas the
application form lists 50,965sf There are also contradicting drainage areas listed on plan sheet C-002
where a small table gives 50,965sf and the larger table lists 1.707 acres.
2. There is concern that the NW portion of the front parking lot may drain towards the ROW of NC99/92 and
not to the constructed wetland. Please add a few more proposed spot elevations that show the grading of
the parking stalls will drain back into the parking area before being collected in the grassed Swale leading
to the constructed wetland.
3. You have the shallow land areas marked at an elevation of 7.75 which is below the permanent pool
elevation. These areas are meant to be above elevation 8.0 gently sloping up to the temporary pool
elevation of 9.0. Please revise as necessary: Please also revise the surface areas of each Wetland Zones at
the top of page 2 of 3 of the supplement form if they change as a result of these revisions.
4. Details I & 3 on plan sheet C-004 give the outlet orifice as I" and 1.25" respectively, whereas the
calculations and supplement give 1.13". 1 believe any 3 of these sizes would work with the given
drawdown requirements and they are very close to the same size diameter, but to be consistent throughout
the application package could you please revise the two areas on the outlet structure details to reflect the
proposed 1.13" diameter drawdown orifice?
Please have the above requested information to this office prior to June 15, 2013. If no information is
received by this date the application may be returned as incomplete. The return of this project will necessitate
reSUbmittal of all required items. If you need additional time to submit the required information, please mail or fax
your. request for time extension to this office at the Letterhead address. Please reference the Stonrwater Project
Number above on all correspondence. if you have questions, please feel free to contact me at [phone] or by
email at Scott.VinsonRncdertr.gov .
Sincerely,
>y
Scott Vinson
cc: j/Washington Regional Offce
North Carolina Division of Water Duality
943 Washington Square Mall
Washington, North Carolina 27889
Phone: [phone] FAX: [phone]
Internet: www.ncwatelnuatitv.om
Environmental Engineer
NorthCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer

Vinson, Scott
From:
Vinson, Scott
Sent:
Wednesday, May 15, 2013 5:26 PM
To:
Marie Peedin([e-mail])
Subject:
Family Dollar- Bath
Marie,
Just a few minor items that need your attention in order to make the application complete.
1. Please verify that the drainage area to the constructed wetlands is 74,357sf and please submit a drainage area
delineation map. The submitted calculations and wetland supplement form lists 74,357sf whereas the
application form lists 50,965sf. There is also contradicting drainage areas listed on plan sheet C-002 where a
small table gives 50,965sf and the larger table lists 1.707 acres.
2. I'm also a little concerned that the NW portion of the front parking lot may drain towards the ROW of NC99/92
and not to the constructed wetland. Please add a few more proposed spot elevations that show the grading of
the parking stalls will drain back into the parking area before being collected in the grassed swale located to the
left of the entrance.
3. You have the shallow land areas marked at an elevation of 7.75 which is below the permanent pool elevation.
These areas are meant to be above elevation 8.0 gently sloping up to the temporary pool elevation of 9.0.
Please revise as necessary. (The shallow land plants are shown planted in 3" of standing water and will not
likely last very long. ) Please also revise the surface areas of each Wetland Zones at the top of page 2 of3 of the
supplement form if needed.
4. Details 1 & 3 on plan sheet C-004 give the outlet orifice as 1" and 1.25" respectively whereas the calculations
and supplement give 1.13". 1 believe any 3 of these orifices would work with the given drawdown requirements
and they are very close to the same size diameter, but to be consistent throughout the application package
could you please revise the two areas on the outlet structure details to reflect the proposed 1.13" orifice?
If you would like to stop in the office to go over any of these and revise as needed, please let me know and I'll set some
time aside to meet with you.
Thanks,
Scott
SCOTT VINSON
NCDENR-DWQ
943 WASHINGTON SQUARE MALL
WASHINGTON, INC 27889
OFFICE:[phone]
DIRECT:[phone]
`M Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.

APR - 3 2013
D'VrV-°vvAR0
STORM WATER MANAGEMENT
PLAN
I DEC 3
Eastern Pride, Inc.
Family Dollar
Bath, NC
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PAMLICO ENGINEERING SERVICES, PLLC
128 ABBEY LANE
WASHINGTON, NC 27889
252.945.2983

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Storm Water Management Plan
LOCATION:
This site is located on Carteret Street just east of Historic Bath, North Carolina. The site
is currently a vacant field with a ditch on the north and west sides of the property.
DESCRIPTION:
The project will require excavation of the top soil and then preparation of the site for
construction. The site has been used as a farm field for numerous years and it consist of
some moderate to well drained soils.
EXISTING DRAINAGE PATTERNS:
The property is flat and has no distinct drainage pattern. The ditch which runs along the
north of the property drains into a tributary of Back Creek and ultimately into the
Pamlico River Basin. The existing drainage patterns shall not be changed due to the new
development.
PROPOSED PROJECT:
This project will consist of stripping the site and grading the existing lot for construction
of the building facility. Since this lot is so small the BMP which has been designed to
treat the storm event is Pervious Pavement with infiltration into the existing material.
This BMP will also capture the 85% TSS removal rate as required by the NC Stormwater
Regulations.
Storm Water Management
Runoff from the site shall be directed into a created wetland to treat the design storm
event. It has been determined by the soils report the ground water table at the time of
drilling was approximately 2 feet below the existing ground which is el 10 making the
SHWT 8' msl. The temporary pool volume has been designed to treat the 1.5." rainfall
over 34,582 sf of impervious surface. This volume has been calculated at 4354 cf of
temporary storage and it takes a 1.125" orifice to draw this volume down in two days as
required by the regulations. This volume was calculated using the simple method and is
included in the documents. Drawdown calculations have also been included using the
orifice equation. The actual storage volume of the pond is 4695 cf which allows for the
post 1 yr 24 hr storm event to be controlled.

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Using a 12" depth for the water storage volume the surface area for the wetland has been
calculated at 4695 sf. This area has been subdivided into deep pools, shallow land and
shallow water areas. There are two forebay areas for water to enter into the system and a
single outlet for discharge of the water into the existing ditch on then southeast end of the
property. These areas are shown on the plans as well as documented in the wetland
supplement sheet.
Since the lyr 24 hr event must be controlled the pre and post hydrographs have been
included in this narrative. The 1 yr predevelopment runoff is 0.05 cfs while the post
development run off is 0.09cfs. The drawdown pipe has been sized accordingly to allow
the drawdown of the water in 2 days while maintaining a flow rate of .02 cfs which is
less than the predevelopment runoff flow. See the attached documentation for detailed
calculations.
The overflow structure for the pond has been placed at an elevation to capture the
additional run off above the 1.5" volume. The overflow elevation is set to allow any
water above the 1.5" volume to bypass the system. This elevation is 9 and it has been
designed also as an emergency spill way to outlet the I Oyr event.
The type of plant species which have been designed for use in this wetland has been
included with the landscape plan along with the specifications for soil amendment and
allowed planting times.
Also included with this report is a set of specifications for the soils and planting
information needed for the wet land plants. Based on my interpretation of the rules for
the minimum planting guide section 9.3.6 the rules state 50 herbaceous plants per 200 sf
of SHALLOW WATER and choose one of the following for SHALLOW LAND
50 herbaceous plans/200sf
or
8 shrubs/200sf
or
1 tree and 40 grass like herbaceous plants/ 200sf
Since this is a minimum requirement I have increased the number of shallow land plants
and also included shrubs even though it is not required.
We have also included a list of plants which are available from the Coastal Plain
Conservation Nursery, Inc. They have worked with contractors in the past for providing
the best plantings for this area.

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All plants within the shallow water zones and deep water zones shall be installed between April 15 and
August 31. Installation of shallow water and deep water plants outside of this period entails a significant
risk of failure and may only be performed upon mutual agreement between the installation contractor and
the designer, owner or owner's representative.
All herbaceous plants, unless otherwise indicated, shall be grown in containers of 4.5 cubic inches or
greater capacity ('large plugs'). Shrubs, if specified, shall be grown in containers of 170 cubic inches or
greater capacity ('gallons').
All plants (other than turf grasses installed on the side slopes) must be native to the same physiographic
region as the wetland. The genetic origin ("provenance") of the plants shall be as close as feasible to the
wetland site. Specific permission should be obtained from the designer, owner, or owner's representative
before installing plants with a genetic provenance of more than 200 miles from the wetland site. Except
for provenance, genetic diversity is encouraged and cultivars should not be utilized.
The installer must take great care to ensure that plants awaiting installation are kept moist and shaded at
all times. Under no circumstances shall plant roots be allowed to dry out during transport, storage or
installation.
Each planting area (shallow land and shallow water) shall be clearly identified and marked prior to
installing plants. Vertical distance from normal pool (permanent pool) shall be the primary means of
locating the planting areas.
All plants within the wetland proper (shallow water and shallow land zones) shall be installed as large
drifts of a single plant species, unless otherwise specified.
Planting holes or slits of herbaceous species installed in shallow land zones shall be deep enough to allow
the crown of the plant to be at grade level, while roots extend vertically into the substrate without
kinking. Soil should not be loosened more than necessary.
Planting holes or slits of herbaceous species installed in shallow water zones shall be deep enough to
allow the crown of the plant to be at grade level or up to 2" below grade level, while roots extend vertically
into the substrate without kinking. Soil should not be loosened more than necessary.
When installing containerized trees and shrubs in loose soils, planting holes should equal the width of the
container. When installing containerized trees and shrubs on tight or compacted soils, an area of soil
twice the width of the container should be loosened before the planting hole is dug in the center of the
loosened area. In no case should the sides of the planting hole be round, slick and compacted. Planting
holes for shrubs shall be Yz to 2/3 the height of the root ball. Root flare shall be set slightly above grade
level. After placement in the hole, loose soil shall be added to form a mound twice the diameter and
slightly higher than the top of the root ball, completely covering it. Once plants are set in place, soil must
be pressed gently but firmly against the entire root mass, working in a deep to shallow direction, so that
water can move via capillary action from the soil to the plant roots.
Approximately 5 grams of a balanced slow release fertilizer shall be installed next to each herbaceous
large plug within the wetland. Approximately 20 grams of a balanced slow release fertilizer shall be
installed next to each woody gallon shrub within the wetland. Fertilizer may be omitted if 6 inches of
fertile topsoil has been applied throughout the wetland.

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It is the responsibility of the landscape contractor to ensure that the soil in each planting area is moist or
wet when plants are installed and for 42 days after installation. It is the responsibility of the general
contractor to ensure that the wetland draw down orifice does not clog, causing water levels to remain high
and killing the plants.
Any of the following species may be installed in the Shallow Water Zones (see landscape plan) At least 5
species shall be utilized, with no more than 30%of any single species. Species not on this list may be
utilized if they are 1) native to the state and physiographic region in which the wetland is located and 2)
well adapted to the hydrology of shallow water wetland zones.
Shallow Water Zones shall be planted with (500) plants spacing 1 per (normally 4) square feet.
Any of the following species may be installed in the Shallow Land Zones (see landscape plan) At least 5
species shall be utilized, with no more than 30% of any single species. Species not on this list may be
utilized if they are 1) native to the state and physiographic region in which the wetland is located and 2)
well adapted to the hydrology of shallow land wetland zones.
Shallow Land Zones shall be planted with (enter number of plants here) herbaceous plants spacing 1 per
(normally 4; adjust as desired) square feet and (enter number of shrubs, if any, here) shrubs 1 per
(normally 16; adjust as desired square feet.
Planning the installation
Try to install shallow water plants between 4/15 and 8/31. In a pinch, install between April 1 and
September 30. If you install October through March, do NOT warranty the plants; your shallow water and
deep pool plants are not likely to survive.
If possible, call us to reserve the plants you need ahead of time. If something isn't going to be available,
we can offer great alternatives and even clear them with the designer.
The ideal container for herbaceous wetland plants is narrow but deep and holds 4.9 - 6.7 cubic inches of
roots and media. We call these containers "large plugs".
At least a week before installation
Examine the site. Take a look at the forebay and make sure that sediment hasn't already filled it in. Such
sediment needs to be cleaned out before you can proceed.
Make sure the wetland holds water. If the wetland is accepting water from the site and you aren't in the
middle of a drought, you should see water or at least moist soil. If it has been raining and the site is bone
dry, stop.
Find the drawdown orifice and make sure it is open and clear of obstruction. Unless it has been rained in
the past two days, water should not be above this small opening. If it is, stop.
Find the overflow device. The bottom of this big drain is the top of the shallow land zone. It should be
about a foot above the drawdown orifice.

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Look for a convenient maintenance drain. You may be allowed to open this and drain the wetland to ease
planting - and avoid the hassle of pumping out the wetland.
If you are planting in dry hot weather and the soil of the wetland is dry, prepare 1) hydrogel to install with
each plant placed in dry soil 2) a system for the initial watering -in of each plant placed in dry soil and/or
3) a temporary irrigation system to keep the soil moist for the first 6-8 weeks after installation.
You may also need to buy slow release fertilizer to apply with each plant, especially if your wetland
consists of pure subsoil.
A couple of days before installation
If allowed, drain or pump out the wetland. This isn't essential but makes the planting more pleasant
Mark out the planting zones. First mark the normal pool level all around the wetland, using the bottom of
the drawdown orifice as your benchmark. Normal pool is the bottom of the shallow land zone. Then mark
the top the shallow land zone, using the bottom of the overflow device opening as your benchmark.
Finally, mark the bottom of the shallow water zone, 6" below the bottom of the drawdown orifice.
Anything deeper than the bottom of the shallow water zone is deep water.
On the installation day
If your order is fairly large and we are delivering the plants in our trucks, we will bring the plants directly
to the site when you are ready to install them. Otherwise we will ship the plants UPS on the Monday,
Tuesday or Wednesday of your choosing.
The large plugs will be in bags of 50. The bags hold water, so the plants can hang out for a couple of
days in the shade if it turns out you aren't quite ready for them. The bags will also be labeled with the
planting zones. Just make sure your crew knows how to match the zones on the bags with the zones you
marked on the site.
Typically, large plugs are spaced one every 4 square feet, although the designer may specify something
else.
Planting Zones & Hydrology
Large plugs (1.6" wide x 5" deep) are a fantastic size for mass planting of herbaceous species. Large plugs can be
planted from shallow water to uplands. Each species, however, is quite particular about the hydrologic zone it
wants to be planted in. At Coastal Plain Conservation Nursery, Inc. we label bags of our large plugs with the
correct planting zones, to help ensure that each plant gets installed in its favorite location.
Large plugs installed in areas with constant flooding can tolerate deep planting, with the tops of their root balls
as much as 2" below the surrounding soil. This really helps them stay in place in erosion -prone places.
Large plugs installed in areas without constant flooding prefer the tops of their root balls to be level with the
surrounding soil.

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Timing
In our region, any area normally covered by water should be planted between 4/15 and 8/31. By October, the
risk of plant failure becomes quite high, regardless of the size of the plants installed.
Large plugs of most species which are planted in areas without constant flooding can be safely installed year
round, as long as they have adequate moisture.
Fertilization
If your site is covered with the recommended 6" of topsoil, don't add any fertilizer. Otherwise, place a small
amount of slow release fertilizer (a 3 gram Agriform tablet works well) deep in the soil next to each plant. We
don't recommend broadcasting fertilizer throughout the site or adding lime.
Spacing
Large plugs are generally planted in drifts. In a typical wetland, plant an entire bag (50 plants of a single species)
in a drift. Smaller projects may need only a few plants grouped together. Large plugs installed in shallow water
are normally spaced one plant per 4 square feet (roughly 2' apart). The same spacing applies to large plugs
installed in drier zones, although some designers may prefer closer spacing to combat weeds.
Technique
Make a slit in the soil at least 6" deep, drop in the large plug, the firm the soil around the plant. Use whatever
tool works - dibble bars are great in clay, while trowels work great (on hands and knees) in sand.
Irrigation
If possible, water the newly installed plants (assuming the site isn't already flooded) immediately after installation
to create a capillary bond between the plant roots and surrounding soil. If you are planting in extremely dry
weather and/or soils, consider placing alarge handful of fully saturated hydrogel(such as Terra-Sorb)in the
planting slit before adding the large plug. Irrigate weekly for the first 8 weeks after planting if the soil becomes
very dry. The soil doesn't need to be flooded, even for shallow water plants, but it should not dry out entirely.
Deep Water Plants
Any water that is normally more than 6" deep will only support deepwater species - submerged aquatics,
11waterlily" type plants, and free-floating species.
Submerged aquatics grow completely underwater and have at least some roots to hold them in place.
Waterlily types have strong roots and broad leaves which float on the surface above long stems. Free-
floating Lemna spp. (Duckweed) have roots, but the roots aren't attached to anything and the tiny, broad
leaves float on the surface, moving wherever the wind blows them. The other free -
floaters, Ceratophy//um spp. (Coontail) lack roots and float under the water surface.

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Timing
In our region, any area normally covered by water should be planted between 4/15 and 8/31. By October,
the risk of plant failure becomes quite high for these areas, regardless of the size of the plants installed.
Fertilization
The submerged aquatics and free floaters are very good at absorbing nutrients directly from the water
column and don't need supplemental fertilizers. Waterlily types can benefit from slow release fertilizer (a
couple of 3 gram Agriform tablets work well) deep in the soil next to each plant.
Plant Forms & Spacing
Lemna are tiny plants (see them coating the frogs in the picture to the right), and a gallon bag contains
thousands. So specifying a certain number of plants is impractical. To keep things simple, just order a
quart bag and use it all. . Ceratophy//um is provided as strands about 6" long. It is a free floater and
comes in waterproof bags. Planting Ceratophyllum is simple - just empty the bags in a deep pool
The submerged aquatics are usually bare root plants, although we are working hard to produce them in
manageable plugs. Typical spacing is one plant per 4 square feet. The waterlily types (Nuphar,
Ne/umbo and Nymphaea are typically in 4 inch diameter containers or gallons and are spaced one per 16
square feet.
Technique
Planting Lemna and Ceratophy//um consists of emptying a bagfull of plants into deep water and watching
them to go wherever the breeze takes them.
Planting submerged aquatics is more time consuming. While keeping the plants underwater (they die
quickly if exposed to air) one must identify the tiny roots, and embed the roots in the soil. Choose a
location that allows the top of the submerged aquatic to extend fully and remain underwater. Water much
deeper isn't necessary and can reduce the amount of light the plant receives.
For the waterlily types, scoop out a hole large enough for the entire root ball, then gently place the root
ball into the hole and firm the soil around it. Choose a location that allows at least one leaf to float on the
surface - the plant will gradually walk down to a deeper location. Handle the waterlily types very gently;
their stems are easily broken!
Irrigation
Deep water plants cannot tolerate drying. But they are very good at adjusting to changes in water depth.
A few inches of water is all they really need to thrive.

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Rv = 0.05+.0091
1= 46.50 %
Rv= 0.4685
Volume to be Controlled
V = design rainfall x Rv x drainage area
DA 1.707 ac
Design Rainfall 1.5 in
Volume= 4,354.53 cf

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Total Storage Volume
Temporary Pond Volume
Days to Drawdown
Q = 0.027170139 cfs
Orfice Size for Pond Structure
a= 0.00798018
cd 0.6
h 1.5
q 1 0.027170139 cfs
r = 0.0504001
Given A find Q
q= 0.027170139
h= 1.5
a= 0.00798018
r 0.050 FT
d 0.101 FT
d 1.209602405IN
4695 cf
4695 cf
Say 0.09375 FT opening
1.125 IN
2 days
A 0.006903
Q 0.023502 CFS
T= 2.312119 DAYS

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Small Watershed Method Hydrograph Generation
(Rf: "Elements of Urban Stormwater Design, H.R. Malcom, PE)
Drainage Area Description ==> Predevelopment BATH
Total Drainage Area:
Roof Tops = 0 AC @ c= 0.98 and CN =1161
Sidewalk = 0 AC @ c= 0.98 and CN =
grass 1.707 AC @ c= 0.2 and CN =
Parking = 0 AC @ c= 0.98 and CN =
Playground = 0 AC @ c= 0.35 and CN =
Total DA = 1.71 AC @ c= 0.20 and CN = 73.0
Design Storm Description / Watershed Sensitivity ==>
Time of Concentration = F 1440.0 minutes
Tc methodology = Kirpich Equation Bureau of Reclamation , 1974
Enter known OF factors to compute the intensity, or enter a known intensity in the area
marked "known intensity". If known, clear all OF factors from the chart.
OF Factors:
1-year
2-year
I
5-year
10-year
25-year
I
50-year
I
100-year
I
storm
storm
storm
storm
storm
stone
storm
9
h
Calculated Intensities (do not enter known values here):
1-year
2-year
I
5-year
I
10-year
I
25-year
I
50-year
I
100-year
I
storm
storm
stone
stone
storm
storm
storm
Intensity
0.14
0.16
0.21
0.25
0.31
0.37
0.42
(in/hr)
Known Intensities (enter known values here if not calculating above, else enter zero):
1-year
2-year
I
5-year
I
10-year
I
25-year
I
50-year
I
100-year
I
storm
storm
storm
storm
storm
storm
storm
Intensity
0.14
0.16
0.21
0.25
0.31
0.37
0.42
(in/hr)

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Design storm flowrates ==>
Flowrates are calculated using the rational method, and incorporating frequency
coefficients for the 25, 50, and 100 year storms. These frequency coefficients are
1.1, 1.2, and 1.25 respectively.
Flowrate for 1-year storm is calculated as 80% of the 2-year stone.
Calculated design flowrates:
1 year
2-year
I
5-year
I
10-year
I
25-year
I
50-year
I
100-year
storm
storm
storm
storm
storm
storm
storm
Flowrates
0.05
0.06
0.07
0.09
0.12
0.15
0.18
(CFS)
Formulate hydrograph using step -function estimated SCS dimensionless UH ==>
Ultimate Soil Storage:
S = 3.70 inches
Precipitation Depths for 6 hr. design storm:
1-year
storm
2-year
I storm
5-year
I storm
10-year
I storm
25-year
I storm
50-year
I storm
100-year
I storm
P-depth
2.34
2.79
3.46
4.19
5.12
6.01
6.941
(inches)
SCS runoff depth using default initial loss characteristics (0.2S and 0.8S):
1-year
2-year
I
5-year
I
10-year
I
25-year
I
50-year
I
100-year
I
storm
storm
storm
storm
storm
storm
storm
Q.
0.48
0.73
1.15
1.67
2.37
3.10
3.88
(inches)
Time to peak for design hydrograph (for step -function hydrograph):
1-year
2-year
I
5-year
I
10-year
I
25-year
I
50-year
I
100-year
I
storm
storm
storm
storm
storm
storm
storm
Tp
778.62
981.71
1177.18
1431.55
1500.28
1537.84
1605.10
(minutes)
Resultant SWM design hydrographs ==>
1-year =
0.05 CFS @
778.62 minutes
2-year=
0.06 CFS @
981.71 minutes
5-year=
0.07 CFS @
1177.18 minutes
10-year =
0.09 CFS @
1431.55 minutes
25-year =
0.12 CFS @
1500.28 minutes
50-year=
0.15 CFS @
1537.84 minutes
100-year=
0.18 CFS @
1605.10 minutes

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Small Watershed Method Hydrograph Generation
(Rf: "Elements of Urban Stormwater Design, H.R. Malcom, PE)
Drainage Area Description =_> ITotal Post Development
Total Drainage Area:
Roof Tops = 0.19 AC @ c= 0.98 and CN = 98
Sidewalk = 0.05 AC @ c= 0.95 and CN = 95
Open I Grassy / Landscaped Area = 0.81 AC @ c= 0.2 and CN = 73
Parking = 0.55 AC @ c= 0.25 and CN = 75
BMP 0.1 AC @ c= 1 and CN = 100
Total DA = 1.70 AC @ c= 0.37 and CN = 78.7
Design Stone Description /Watershed Sensitivity =_>
Time of Concentration =[— 1440.0 minutes
Tc methodology = Kirpich Equation Bureau of Reclamation , 1974
Enter known IDF factors to compute the intensity, or enter a known intensity in the area
marked "known intensity". If known, clear all IDF factors from the chart.
IDF Factors:
1-year
2-year
I
5-year
10-year
25-year
I
50-year
I
100-year
I
storm
storm
storm
storm
storm
storm
storm
9
h
Calculated Intensities (do not enter known values here):
1-year
2-year
I
5-year
I
10-year
I
25-year
I
50-year
I
100-year
I
storm
storm
stone
storm
storm
stone
stone
Intensity
0.14
0.16
0.21
0.25
0.31
0.37
0.42
(in/hr)
Known Intensities (enter known values here if not calculating above, else enter zero):
1-year
2-year
I
5-year
I
10-year
I
25-year
I
50-year
I
100-year
I
stone
storm
storm
stone
storm
storm
stone
Intensity
0.14
0.16
0.21
0.25
0.31
0.37
0.42
(in/hr)

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Design storm flowrates ==>
Flowrates are calculated using the rational method, and incorporating frequency
coefficients for the 25, 50, and 100 year storms. These frequency coefficients are
1.1, 1.2, and 1.25 respectively.
Flowrate for 1-year storm is calculated as 80% of the 2-year stone.
Calculated design flowrates:
1 year
2-year
I
5-year
I
10-year
I
25-year
I
50-year
I
100-year
I
storm
storm
storm
storm
storm
storm
storm
Flowrates
0.09
0.10
0.13
0.16
0.22
0.28
0.33
(CFS)
Formulate hydrograph using step -function estimated SCS dimensionless UH =>
Ultimate Soil Storage:
S = 2.71 inches
Precipitation Depths for 6 hr. design storm:
1-year
storm
2-year
I storm
5-year
I storm
10-year
I storm
25-year
I storm
50-year
I stone
100-year
I storm
P-depth
2.34
2.79
3.46
4.19
5.12
6.01
6.94I
(inches)
SCS runoff depth using default initial loss characteristics (0.2S and 0.8S):
1-year
2-year
I
5-year
I
10-year
I
25-year
I
50-year
I
100-year
I
storm
storm
storm
storm
storm
storm
storm
Q'
0.72
1.02
1.51
2.09
2.88
3.66
4.49
(inches)
Time to peak for design hydrograph (for step -function hydrograph):
1-year
2-year
I
5-year
I
10-year
I
25-year
I
50-year
100-year
I
storm
storm
storm
storm
storm
storm
storm
Tp
585.61
734.73
829.47
966.13
975.39
974.79
997.36
(minutes)

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°'
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Resultant SWM design hydrographs ==>
1-year =
0.09 CFS @
585.61 minutes
2-year =
0.10 CFS @
734.73 minutes
5-year=
0.13 CFS @
829.47 minutes
10-year =
0.16 CFS @
966.13 minutes
25-year =
0.22 CFS @
975.39 minutes
50-year=
0.28 CFS @
974.79 minutes
100-year =
0.33 CFS @
997.36 minutes
Check Control of 1-year, 24-hour Storm
If thel-year, 24-hour storm must be controlled by the use of BMP structures, then the difference
in the volume of runoff between the post -development and the pre -development must be stored.
drainage area =
1.70
acres
1-year, 24-hour precipitation =I
3.25
inches
pre -developed CN =
73
post -developed CN =
78.7
pre -developed ult. storage =
3.70 inches
post -developed ult. storage =
2.71 inches
pre -developed runoff =
1.01 inches
post -developed runoff =
1.35 inches
storage volume required =
0.05 acre-feet = 2088.75 cubic feet

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Hydrology Report
ttydraflow Express Extension rorAutoCAM CMI 31392009 by Autodesk, Inc.
Monday. Apr 12013
10 YR EVENT
Hydrograph type
Storm frequency (yrs)
= Rational
= 10
Peak discharge (cfs)
= 5.516
Drainage area (ac)
= 1.700
Time interval (min)
Runoff coeff. (C)
= 1
= 0.4
Rainfall Inten (in/hr)
= 8.112
Tc by User (min)
= 5
OF Curve
= washington.idf
Rec limb factor
= 1.00
Runoff Hydrograph
Q (cfs) 10-yr frequency
6.00
5.00
4.00
3.00
2.00
1.00
w rr
Hydrograph Volume = 1,655 (Cut): 0.038 (adt)
Q (cfs)
6.00
5.00
�
err
0 5 10
Time (min)
Runoff Hyd - Qp = 5.52 (cfs)

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Weir Report
Hydrafiow Express Extension for AutoCAD® ChA 3D® 2009 try Autodesk, Inc
OVERFLOW STRUCTURE
Rectangular Weir
Crest = Sharp r 1
Bottom Length (ft) = 10.00 — ,� x3 3ox
Total Depth (ft) = 0.50
Calculations
Weir Coeff. Cw
Compute by:
Known Q (cfs)
Depth (ft)
0.5(
1 rr
-0.50
= 3.33
Known Q
= 5.52
OVERFLOW STRUCTURE
Monday, Apr 12013
Highlighted
Depth (ft)
= 0.30
Q (Cfs)
= 5.520
Area (sgft)
= 3.02
Velocity (ftts)
= 1.83
Top Width (ft)
= 10.00
Depth (ft)
1.00
0.50
r rr
0.50
vven'-
Length (ft)

Culvert Report
Hydraflow ExpFess Extension forAuloCAM Civg 3DO 2009 by Autodesh, Inc.
OVERFLOW PIPE
Invert Elev Dn (ft) = 5.80
Pipe Length (ft) = 24.00
Slope (%)
= 0.42
Invert Elev Up (ft)
= 5.90
Rise (in)
= 18.0
Shape
= Cir
Span (in)
= 18.0
No. Barrels
= 1
n-Value
= 0.013
Inlet Edge
= Projecting -
Coeff. K,M,c,Y,k
= 0.0045, 2, 0.0317, 0.69, 0.5
Embankment
Top Elevation (ft) = 10.00
Top Width (ft) = 15.00
Crest Width (ft) = 110.00
Monday, Apr 12013
Calculations
Qmin (cfs) = 5.52 - 66 -
Qmax (cfs) = 5.52
Tailwater Elev (ft) = 8
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 5.52
= 5.52
= 0.00
= 3.12
= 3.12
= 8.00
= 8.07
= 8.14
= 1.49
= Outlet Control

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Weir Report
ryaranow mass Extension forAUWAMOvil3DO2009 byAutodesk, Inc.
EMERGENCY SPILLWAY
Trapezoidal Weir
Crest = Sharp
Bottom Length (ft) = 15.00
Total Depth i(ft) = 0.50
Side Slope (z:1) = 2.00
Calculations
Weir Coelf. Cw
Compute by:
Known Q (cfs)
Depth (ft)
0.50
MM
-0.50
= 3.10
Known Q
= 6.31
EMERGENCY SPILLWAY
Highlighted
Depth (ft)
Q (cfs)
Area (sgft)
Velocity (ftfs)
Top Width (ft)
Monday, Apr 12013
= 0.26
= 6.310
= 4.04
= 1.56
= 16.04
Depth (ft)
1.00
rr r
M
0.50
Length (ft)

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Aston Soil Works, Inc.
P.O. Box 86
Simpson, NC 27879
Marie Peedin, PE
Pamlico Engineering Services, PLLC
128 Abbey Lane
Washington, NC 27889
March 27, 2013
Re: Hydraulic Conductivity Testing and Soil Seasonal High Water Table Determination for
stormwater facility (Family Dollar).
Dear Ms. Peedin,
As requested, soil seasonal high water table and Saturated Hydraulic Conductivity (K.0
testing was conducted on March 26, 2013 for a proposed development in Bath, NC.
The method of soil evaluation for seasonal high water table utilized two hand auger
borings to a depth of 36 inches. An enclosed map identifies the approximate location of
the borings conducted. The findings of this investigation suggest a seasonal high water
table is 24 inches from the surface based on soil morphology. The soil morphology
method of determination was based on the presence of soil redoximorphic features
containing > 2% chroma 2 color or less mottles within the profile.
The soil profile descriptions contained:
Ap - 0-13 inches; brown (10YR 4/3) sandy loam; granular structure; friable.
E - 13-18 inches; light yellowish brown (2.5Y6/3) sandy loam; granular structure;
friable.
Bt1 - 18-24 inches; pale brown (10YRY6/3) sandy clay loam with few yellowish
brown (10YR 5/8) concentrations; weak fine subangular blocky structure.
Bt2 — 24-36 inches; yellowish brown (10YRY5/4) sandy clay loam with few
yellowish brown (10YR 5/8) concentrations and few gray (10YR 6/1) mottles;
weak fine subangular blocky structure.
2. Ap - 0-10 inches; brown (10YR 4/3) sandy loam; granular structure; friable.
E - 10-13 inches; light yellowish brown (2.5Y6/3) sandy loam; granular structure;
friable.
Bt1 - 13-21 inches; light yellowish brown (10YRY6/4) sandy clay loam; weak fine
subangular blocky structure.
Bt2 - 21-25 inches; light yellowish brown (10YRY6/4) sandy clay loam with few
yellowish brown (10YR 5/8) concentrations; weak fine subangular blocky
structure.
Bt3 — 25-36 inches; light yellowish brown (10YRY6/4) sandy clay loam with few
yellowish brown (10YR 5/8) concentrations and few gray (10YR 6/1) mottles;
weak fine subangular blocky structure.

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Two Saturated Hydraulic Conductivity (K„) measurements were also performed adjacent
to each seasonal high water table boring location. The measurements utilized a two inch
diameter auger hole that was bottom planed and brushed prior to each test. A constant
head pemreameter was used for testing. The results of testing are presented in the table
below.
Ksat Locaton Hole Depth(m) Head(n) Kw ChM Egwv. ( cmft)
1
12
6
.69
1.75
2
12
6
.10
.27
AVG
.40
1.0
This data is presented for the purposes of aiding in the design of the above -mentioned
stormwater systems. If I can be of further assistance feel free to contact me at 252 341
9707.
Licensed Sol Scientist # 1261
c'-

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Test Location Map for Stormwater Facility
Family Dollar Project
Beaufort County, NC
tic
99
*2
*1
❑ - Existing Iron Pipe
• - Test Location
0 40'
SCALE: 1"= 40'
Aston Soil Works, Inc.
2858 Madison Grove
Greenville, NC 27858

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Soil Map —Beaufort County, North Carolina
m
a
35. 29 Mr
36. 262P
rAfv Srale: 12 AM K prtftd m Axhe iW x it-) djwL F
N Metros
A 0 25 60 lo0 160
0 100 200 Fact
�00 Soo
35' 2a 36'
36' 2a Or
USDA Natural Resources Web Sall Survey
RM Conservation Servioe National Cooperative Soil Survey
11/12/2012
Page 1 of 3'

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Soil MSP—Beaufort County, North Carolina
MAP LEGEND
MAP INFORMATION
Ana of Interest (AOQ
IZ
Very Stony Spot
Map Scala: 1:2.860 if printed on A site (8.5" a I I I sheet.
L�
Area of interest (AOg
if
Wet Spot
The soil surveys that comprise our AOI were me
Y PPS at 1:24,000.
solo
.j
SOU Me Units
P
A
Other
Warning: Sob Map may not be valid at this scab.
Special Point Features
Special
^,`ti
Line Features
Gully
Enlargement of maps beyond the seals of mapping can cause
v
Blowout
^-
misunderstanding of the detail of mapping and accuracy of sob line
CID
Borrow Pit
x
Short Steep Slope
placement The maps do not show the small areas of contrasting
Other
Soils that could have been shown at a more detailed scale.
�(
Clay Spot
e
Closed Depression
Political Pastures
Phase rely On the bar scab on each map sheet for accurate map
G
cities
measurements.
X
Gravel Pit
Water Features
Source Of MOP: Natural Resources Conservation Service
n
Gravelly Spot
t..
Streams and Canals
Web Soil Survey URL: http:/MaebsofsurM.nrca.usda.gov
a
Landfill
TransportationCoordinate
System: UTM Zone 18N NAD83
A
Lava Flow
+a+
Rails
This product Is generated from the USDA -MRCS certified data as of
the version date(s) listed below.
ds
Marsh or swamp
N
Interstate Highways
Soil Survey Area: Beaufort County, North Carolina
1i
Mine or Quarry
US Routes
Survey Area Data: Version 12, Jun 15, 2012 .
®
Miscellaneous Water
, i
Major Roads
Date (s) aerial Images ware photographed: 9/182006
®
Perennial Water
..
N
Local Roads
The'orthophoto or other base rfep on which the loll Ilrres were
v
Rock Outcrop
compiled
compiled and digitized probably differs from the background
displayed on these maps. As a result, some minor shifting
+
Solna Spot
of map unit boundaries may be evident.
..
Sandy Spot
-E3,
Severely Eroded Spot
0
SinMwW
Slide or SUP
*
Sodic Spot
8
Spoff Arm
Q
Stony spot
am Natural Resources Web Soil Survey Conservation Service ce National Cooperative Soil Survey 11/1 2 0f 3

.
.
1rifat
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271

Soil Map -Beaufort County, North Carolina
Map Unit Legend
A';'
Beaufort County, North Carolirij(NC013)
.:..
-.
''. -Map Unit Symbol
�A1ap:UNCNeme '' Ages InAOI i,
ercerRofAOI 4.
AaA
Altavista fine sandy loam, 0 to 2 percent
31.7
slopes
93.8%
Sir
Seabrook bamy sand
SIA
State sandy loan, 0 to 3 percent slopes
0'9
1.2
3.5%
Totals for Area of Interest
US
100.0%
Natural KSSWrces Web Soil Survey
Conservation Service National Cooperative Soil Survey 1111=012
Page 3 of 3

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LIMITED SITE EXPLORATION REPORT
Report Number.
72131048.0001
Service Date:
03/18/13
Report Date.
03/21/13
Stocks and Taylor Construction, Inc.
Attn: Selden Taylor
PO Box 2147
Washington, NC 27899
Irerracon
314 Beacon Dr.
WinurAlle, NC 28590
Family Dollar -Bath
NC 99
Bath, NC
Pmioct Number. 72131048
SERVICES REQUESTED BY: Mr. Selden Taylor, representing Stocks and Taylor Construction, Inc.
Representatives of Terracon ConsullaMs, Inc. (Terracon) were present on the project site today to test proposed bearing soils
for building and asphalt paved areas using a dynamic cone penettometer (DCP) and a hand auger.
Project information, in the form of a sfte utility plan (C-001), prepared by Pamlico Engineering, stamp dated February 4, 2012
and revised February 22, 2013, was provided to us by Mr. Taylor. The drawing indicated the proposed location of the building
and asphalt paved areas. The site is a vacant, cleared, grassed lot The areas tested today are indicated on the attached
drawing. Please note that the boring locations are approximate.
The soil encountered today included approximately six inches of brown tan silly fine sand topsoil underlain by intedayered
yellow tan silty fine sand, tan brown clayey fine sand and yellow brown, tan brown and gray sandy day. Groundwater was
observed at depths ranging from 2.5 feet to 5.0 feet below the existing site grade at the time of our exploration.
The site should be stripped of vegetation and topsoil; a stripping depth of six inches is anticipated. Heavy, rubber tired,
construction equipment should be kept off of stripped soil subgrade surfaces to the extent practical. The existing soil
subgrade should be thoroughly densified using a smooth drum vibratory compactor.
Structural fill soil for building and parking areas should be installed in maximum 124rich loose lift thicknesses. The fill should
be compacted to no less than 95 percent of the standard Proctor maximum dry density. Footings should be sized for an
allowable soil bearing pressure of 2000 psf.
Prepared bearing surfaces for foundations should not be disturbed or left exposed during incernent weather. Sahrtabori of
the footing subgrade can cause a loss of strength and increased compressibility. If construction occurs during inclement
weather, and concreting of foundations is not possible at the time they are excavated, a layer of lean concrete should be
placed on exposed bearing surfaces for protection. Also, concrete should not be placed on frozen subgrade. The bottom of
the foundation excavations should also be dean and free of any loose soil, mud or debris prior to placing concrete.
Regardless of the thoroughness of a limited site exploration study, there is always a possibility that subsurface conditions will
be different from those at the boring locations, that conditions will not be as anticipated by the designers or contractors, or that
the construction process will alter soil conditions. Therefore, the gectechnical engineer's representative should observe the
site preparation, earthwork, foundation construction and floor stab construction to confirm that the conditions indicated by the
geotechnical exploration actually exist Vie recommend the owner or contractor retain Terracon for this service since we are
already familiar with the project the subsurface conditions, and the intent of the recommendations and design. The
conclusions and recommendations provided in the report are subject to Terracon personnel observing the construction
procedures and subsurface conditions encountered at the site.
Mr. Selden Taylor was informed of the test results and recommendations by electronic correspondence.
The teals were performed in general accordance wan applicable ASTM, AASHTO, or DOT test methods. This report Is mdusively for the use of the client
Indicated above and shall not be reproduced except in full without the wriden consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) refmnrand and am not rreeessmay brdirawe ottha properties of other apparently similar or Identical materials.
OWL sae-ra rwJ Pee 1 of 2

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LIMITED SITE EXPLORATION REPORT
Irerracon
Report Number. 72131048.0001
Service Date: 03/19/13
314 Beacon Dr.
Report Date: 0321/13
Whftrville, NC 28590
252-353-1600
Client
Project
Stocks and Taylor Construction, Inc.
Family Dollar - Bath
Aun: Selden Taylor
NC 99
PO Box 2147
Bath, NC
Washington, NC 27889
Project Number.
72131048
Services:
Terracon Rep.: Bob Neel
Reported To: Mr. Selden Taylor
Contractor:
Report Distribution:
(1) Stocks and Taylor Cam, roc.
&mailed
Reviewed By:
Bob Pkeel
CMT Department Manager
The tests were performed In general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
Indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the pmpertles of other apparently similar or identical materials.
G7real.962s-to, aa.a Page 2 of 2

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LIMITED SITE EXPLORATION REPORT
ReportNumber. 72131048.0001
Irerracan
Service Date: 03/19/13
314 Beacon Dr.
Report Datr. 03/21/13
Winterville, NC 28590
252-353-1600
Client
Project
Stocks and Taylor Construction, Inc.
Family Dollar
- Bath
Attn: Saki= Taylor
NC 99
PO Box 2147
Bath, NC
Washington, NC 27889
PtoiectNumber
72131049
LOCATION DEPTH BELOW
PENETROMETER
TESTED EXISTING GRADE
VALUE
COMMENTS
Number 1, as indicated 1.0 55-4
2.0 68-10+
3.0 9-11 Groundwater encountered at 3.5 feet
4.0 6-7-6
5.0
5-7-8
Number 2, as indicated 1.0
2-33
2.0
5-5-8 Groundwater encountered at 2.5 feet
3.0
8-9-10
4.0
10-12
5.0
15
Number 3, as indicated 1.0
4-4-4
2.0
4-6-6 Groundwater encountered at 2.5 feet
3.0
6-7-7
4.0 8-8-7
5.0 4-4-3-33
Continued on the following page.
The tests were performed In general accordance with applicable ASTM, AASHTO, or DOT test methods, This report Is exclusively for the use of the client
Indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cynoo1.0-241-10.s..s Page 1 of3

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LIMITED SITE EXPLORATION REPORT
Report Number, 72131048.0001
Service Date: 03/19/13
Report Date: 03/21/13
Stocks and Taylor Construction, Inc.
A= Selden Taylor
PO Box 2147
Washington, NC 27989
Family Dollar- Beth
NC 99
Bath, NC
Irerracon
314 Beacon Dr.
Winterville, NC 28590
Protect Ntmtbc 72131048
LOCATION DEPTH BELOW PENETROMETER
TESTED EXISTING GRADE VALUE COMMENTS
Number 7, as indicated 1.0
2.0
3.0
4.0
5.0
Services:
Terracon Rep.: Bob Neel
Reported To: Mr. Selden Taylor
Contractor.
Report Distribution:
(1) swot end TW" Cmmnaim, tna,
Emeiod
7.6-"
4-6-6
5.6-7
5$6
6$6 Groundwater encountered at 5.0 feet.
Reviewed By:
6ye A��b—
Bob keel
CMT Department Manager
The testa were performed in general accordance with applicable ASTM, AASMTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Teat results transmitted herein are only applicable to
the actual samples tested at the location(s) referenoed and are not necessarily Indicative of ao properties of other apparently similar or identical materials.
moor, o xw. RMS Pap 3 of 3

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LIMITED SITE EXPLORATION REPORT
Report Number: 72131048.0001
Service Date: 03/18/13
Report Date: 03/21/13
Stocks and Taylor Construction, Inc.
Attu: Selden Taylor
PO Box 2147
Washington NC 27889
Family Dollar - Bath
NC 99
Batb, NC
Irerracon
314 Beacon Dr.
Winterville, NC 28590
project Number. 72131048
LOCATION DEPTH BELOW PENETROMETER
TESTED EXISTING GRADE VALUE COMMENTS
Number4, as indicated 1.0 7-7-6
2.0
7-7-10+
3.0
14-15+
4.0
9-10 Groundwater encountered at 4.0 feet
6.0
8-10-10
Number 5, as indicated 1.0
7-7-7
2.0
5-7-7
3.0
8-"
4.0
7-7-8 Groundwater encountered at 4.5 feet.
5.0
7-0-10
Number 6, as indicated 1.0
94-7
2.0
6-7-8
3.0
7-8-9
4.0
8-8-10 Groundwater encountered at 4.5 feet
5.0
7$10
Continued on the folbwing page.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
.indicated above and shall not be reproduced except In full without the written consent of our company. Test resuas transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not naoesseriy, indicative of the properties of other apparently similar or Identical materials.
Cr0001. 94&10. awl Page 2 of 3

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FINAL PLANS
FORIMvilwomw
3 [it 113
C,4 T61.,,
■
C-0011
SWdm and Tay
Alln: Selftn '.Mr
314 Beacon Dr. can
PO Bar 2W
Tochnl*rr. Bob Neal
VbAkQbwt KC 278M
Data 0W8113
Watervft NC 28590
$CO., Not tD a=%
2u4wl$00
CfODAW2&l1,9ay.0

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11n9112 Precipitaflon Frequency Data Saner
NOAA Atlas 14, VdOme 2, Version 3
Location name: Pinetmn, North Carolina, US'
Coartlinates 35:5tl00 767500
Sevadon:12 R' ,
amain' Gddgle Maps
POINT PRECIPITATION FREQUENCY ESTINA7E.S
G.M. Boman, M Meren, S. Lin, T. Parsybok M.Yelm, and O. Poky
NOAA. tbaorml neae,erSentoe. SdverSpdng. UwOMd
PF talmdar i PF WdDhieaf ( MMS & aaiais
PDS-bamll Point precipilatlorl frequency esthnates with 90% cmffdenm intervals (inAverage IncfNwRlour)1
recurrence interval
ears
Duration
10
�
25
�
50
100
200
500
11 1000
5 min
(492598)
(5.72894)
(663791)
(7A2-9.00)
(832.102)
(911011.1)(98212t)
(10S730)
(113141
(ttD1S2)
4-327
5.03
575
654
738
847
a.72
937
102
109
10-min
(392d.77)
(4.58.5.54)
(5.23.8.33)
(593.720)
(6,02.8.0%
(725.&M
(7.79.9b9)
(8.31.10.3)
(am-112)
(9A8.120)
3•�
621
r�
735
7.68
(3_��
15-min
(3.Z7-998)
(&84- .
���
(4.41.S-U)
(&00.697)
(Sb0.69S)
ISMS)
(657-60�
(6-99'8.�j
(7SOu9.37)
(7931a�
2A7
291
r&4s
490
4.60
513
5 63
61�
6 76
796
30-min
(2]A-273)
(285321)
(3.1u33.78)
(3.82dA0)
(4.1SS08)(491
(BA2-8.41)
60-min
(1A41.70)
(1.66.2.01)
221
(2M-2A3)
®
276.337)
(3.12.3.82)
(346428)
1 (3M-C72)
(429.6,36)
1 (4A9-&M
0906
1.08
134
191
194
2?A
2.56
298
33S
2-hr
3.76
(0.816.1.01)
(0.980.120)
(121.1AB)
(1Ah1.T7)
(1.79.2.14)
(2.OD•2A7)
(228491)
(2S3•&17)
(2.90.8.66)
3244.14)
3-hr
0'm
(0.Sm-0.731)
0.775
(0997-0.97p)
0960
(0.862-1.08)
1.16
(1.Obt.30)
1A2
(12g•1.58)
1.w
0.47-1.84)
191
(1.67-212)
2.18
(1.90
2.56
(221.2-84)
292
0390
OA69
IF 0.578
0999
0958
140
1.16
133
1S7
6-hr
(0351-0A43)
1 (0.419-O.SQB)
(0.51"A51)
0.8250.787)
0.781-0.960)
(0987.1.13)
(1.02-t29)
(1.1S1A8)
(t.34.1.75)
180
(1.S2-2.00)
12-hr
0228
(0.201-0258)
02n
(0245
OMB
(03030381
OAl2
036&O 463
OS07
(OA50-0.588)
O.S99
(OS
0996
(Q608.0.
0903
a"
OM3-1.06)
1.10
(0-690.0.894)
(a925-LM
0135
0.165
0213
0253
0313
24-hr
0365
OA21
OA83
OS75
0.6"
(0.124-0.149
0.161.0.181)
Q195-0233)
(0231
(0284.0343)
(0.327-0399)
(0374-0A60)
(OA25.0.528)'!(0.497-0.632)
0.86'7-0-720)I
0478
2-day
11
.281
00.246.0.309)
(0.072-0Mal
(0.0g7.0104)
(a101PQ134)
(0.132-0.159)
(0.1830.19'7)
(0.188-0.230)
(021�
(
(02gD-0.372)
0.327-0A78)
3-day
(0.05A-0.061)
(0.092-0.074)
(0.079.0.094)
(0.089-�11)
(0.114.0537)
(0.131-0 56)
(0.1049•a183)
(0.168-0.209)
(0.1-0.250)
(0221.0287)
4-day
(O.O 1-0.048)
0.049.06.4
.063-0.074)
(0.07"
O.OB40.1
(0.102-0.21
101" 140)
0.126 1
(0.150-0.7
at0s6-o216)
0430 0436 0.045 0.052 O.O9S O472 0482 OA92 0.107 0.120
7-day o.oa-0. �������� (0.033.0.03� (o.a1-0449) (o.oeao.os7f (o.ofieo.o6a o.oe6-0o79) (oorao.oes) 0.oeaa.100) (0.09+ 17) ato4-0.t31)
1 o-day 0424 ( 0 028 0436 0 041 0.049 0455 OA70 0-080 O m
(O.o2z-o.02s 0.02&O.o31) (0.033-0.038) (O.o39-0.oaa) (O.diS0.052) roo5ao.eso)
(oL.os6-o�a67) (a00.+o.O76) (omt-am) o.
0-0'9
20-day (0.015.0.017) (0.018-0.020)
(0 (0.025-0.028) (0.029-0.034) (0.032-0.098) (0.036.0. (a0�-0.047) (0.044-0.054) (0.0 00�
30-de 0.013 OA18 OA19 0421 OA2S O429 OA30 0433 O.0V 0.040
y (0.012-0.014) (0.015-0.017) (0.018.0.020) (0.020-0.023) (0.023.0.028) 0.025-0A29) (0.028.0.039 (0.036Q036)
(0434.0490) (0.035-0.044)
0411 0.013
OA15 O-M7 OA20 OOm0425 0429 0031 0434
45-0ay (0.
(0.010-0.012) 012-0.014) (0.014.091� (0418-0.019) (0.019-0.022) (0.021.0.024)
(OAP3-Q02� (O.Oxr0 11 430) (a0ffia034) 03o-0.037)
0.010 OAl2 0414 6415
60-day 0418 0419 0.021 0.02.1 0426 0426
(0.009-0.010) (&011-0.012) (0.013-0414) (0.014-0.078) (0.018.0.019) (0.018-0421)
(0.020-0.0?3) 0.021 (0,py}g�) (OAYs
1 frequency (FF) CS&MAes in tMs table are based m frequmley arIah" or part dwe m aeries (PDS).
Nmbmsnpmerahesb are FF ee6retes at bwermid upper boards of Ow 90%oorfdenoe btervd The p dmbRy dart preofpl asw
an .fiewalcy Our
d eva recwrOMO I WA* wa be g soft Our, the upper bound (dr bss a= 0b bwa bmd)
checked is W FaareR v at upper bolslas we not
t prebabb nvxk d preoblte8m (qFr esth, end rtwy be higher fm mvmtly vard FWvakm.
P4 rdfar to NDAA Ad= 14 doanrent for a admnellm,.
PF graphical
sb.nws noaa.go*dsrJpfds/pfds_pdntpagahbnl7larti,,.58p0dion=.7&7
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1129/12 Precipitaton Frequency Data Server
NOAA Atlas 14, Volume $ Version 3
Location name: Pinebown, North Carolina, US*
p Coord halos 355800 76.7500
®® E(evadow 12 fr
' exrrtx: G0091e Maps
POINT PRECIPITATION FREOWDICY ESTIMATES
G.M. Bomdn. 0. Mean. B. Un. T. PaRybdc M.Ye1Da. ww D. May
NDAA. NgknW wese wGOV1 e. UM$P 1rr8. Motylmd
PF tetMar I PF graphical I Maps & aedais
PDS-based pow precipitation frequency des vdM 90% conMenee intervals in I nches)1
Average
recurrence
interval
ears
Duration
10
25
50
100
200
500
1000
��--i
5-min
(0.4110.OA98)I(0.477-
5M
(=W
Os19o.7501
(o O�Cso6<6)
o91a100)
(087 14 OB)
(09421.1
100127)
0.720
aM9
0959
1.09
123
1.34
1A5
1.56
1.69
121
10-min
0.654.0.795)
(0.7830.924)
0871-1
(o.9B8.1.20)
(1.10-1.35)
(121-1
1561.60)
(1.38.1.71)
(1A9-1.881
1.59.199)
15-min
0900
(0.818-0.994)
1A5
(0859.1.16)
121
(1.10.139)
tA8
(125-152)
155
(1A0.1.71)
770
(153.1
184
184.20�
1.97
(1.75-218)
2.13
(18&2.34)
227
198-2.511)
30-min
1.23
11"
7]2
200
2.30
256
281
3.06
339
38.
(1.12-1.38)
(1.32-1.8�
(1561.90
(1.61.2.20)
(207.253
(2.31-282)
(252.3.09)
(2
(2.98'3.73)
(&21-4.05)
4.86
60-min
1.4�0)
(1.66�2101)
(201-2A3)
(2.36.286)
(2.7&
(&12-3,M
(3Afr426)
72)
(
2-hr
2-17
2.97388.3.66)
327
183202
(1.9B-240)
(ut-296)
(2
(3A6.4.27)
(3.99J.94)
(452.5
(5.0776.34)
(SB 71- .3M
(6A&828)
497
5.72
7.68
&-W
3-h7r
195
�����
(1.75•2.19)
(209.281)
(259323)
(3.12.390)
(a78.4.74)
(4A03.54)
(
(5.�725)
(8.62-8.54)
C/A7-8.78)
2.84
279
3A6
4.18
5.12
BAt
6.94
795
9.98
10.8
6-hr
(210.2
(251.3.15)
(3.10.390)
(3.744.71)
(4.55.5.7
(581-8.74)
(6.08.7.751
(891687)
(8.0&10.5)
(&11.12.0)
12-hr
(2483.10)
88.4.99)
(4A58)
6
(5.42684)
(69
(199)
(635108)
(A91
(11(a 148)
325
395
S71
752
&75
10.1
11-.6-7
138
24-hr
(298-5.57)
(3.62.486)
11 (4.87.5.60)
(5.5a&eej
11(880.8.22)11
(785.9.57)
11 (898.11.0)
1(102.127)
(119.152)
(13A-1A-17-V
3.78
455
585
696
883
1&1
11.7
13S
162
18.5
2-day
(3ASd.td)
(4.18.5.01)
(5-16")
(6.357.64)
(780.9A4)
(8.04-11A)
(t0A-128)
(118.144
(13.&17.9)
157-20.6)
3-day
a68.4.38
(4A8.5.31)
(a686.78)
(& &Ot)
(8.7 9.n
9A0•11A)
(10.7 3.1)
(12115.1)
(142.78.0)
(16.9.208)
4-daY
425
3.92-4.63)
6.
(4,7415.61)
(6.0�13)
M&39)
(854 0.2
9: .8) 1(110135)
(12A•1S.3
(14A•182)
(16.1.20.7)
7-day
497
�
752
8.78
10.s
121
13.7
155
18.0
29.1
(4.61-6.39)
&66.&
(6.96•&16)
1 (8.10.9.52)
(9.71.11.5)
(11.0.13.1)
(124.149)
(13.8-168)
(158.19.7)
17.4.221
SAS
&7a
838
9.73
118
132
1"
16.7
19.3
V
10-0a Y
(5276,11)
(6.32.7.33).
(7804Bn
(9.02-10.5)
(10.7-126)
(12144.3)
(13.5.162)
(15.0-tat
(17d-21.1
1&7•Y3S)
20-day
11
7.64
(7.14622)
9.10
(8.50-9.
11.1
(10.3.11.
127
(11.&13.7)
150
(13.8.16A)
188
15.5.18.1
188
(172-213)
208
18.9.22B)
238
(212.26.8)
2&1
(Zi.1-28.5)
9A4
112
13S
t53
17S
t99
21S
244
3" ay
269 11
21Lt
(8.84.10.1)
(105-120) 11
(128-14A)
(14.3-16A)
(1&619.1)
(18.3-212) If
(7D.1-24.5)
(219.25.8)
(243298)
(28$-31.6)
11.7
13.9
16b
188
219
24S
Y7.1
299
45-der Y
(11.012�
(13.0.14,S)
(165.178)
(17.6.2MI)
(20A 235)
(226.26.3)
tM.W2 2)
(272 322)
338
(30A-MO)
362
(32.9.40.1)
60-0ay
�29.8)
11
397
(15ttr6'167.7)
1aa�9)
(20.7.23A)
(29�.0)
(2a.3-327)
(308.36.6)
(333395)
1 A'ecOlaft frequency (FF) ea&retes br bds MWe are based on frequency -Iysb of ps.tlel d MOM series (F06).
Minders iu patmmmse are FFes6ne0as at bwwoW upper b4rar , uA 0e 90% corddmce tnt yA The prahahady 0uatprecipdadsn fmquawy astineres
(fer a gNan duraeon end arerege recurrence t0av4 WE be wSam Von 0e upper basil (or bw tear fie beer wand) b M Baretes st upper
bounds ere not checMd ag*a pmbebb muirrurn pdafim 0#" and may be tOw Ion wra* vard FWvalues.
tieB.9e refer to NDAA AOm 14 downerd for rta Mormabm.
PF graphical
hds anws.noaa.gowhds clpfds/pfds_pMntpagehtml71at=35S800d1on=7&7
114

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Vinson, Scott R kr . D
From: Vinson, Scott
Sent: Wednesday, April 10, 2013 1:01 PM APR - 3 2013
To: Marie Peedin([e-mail])
Subject: Stormwater Application for Bath - Family Dollar
Marie,
DV+V VVVARO
We received the SW application package for the Bath — Family Dollar and we have logged it in and it's waiting to come to
the top of the stack for review. In the mean time, neither of the two application forms nor C&M agreement submitted
had Mr. Barnes Boykin's original signature, they were copies. Could you please locate the original signed forms and
submit them to our office in order to help make the application complete? Thanks,
Scott
SCOTT VINSON
NCDENR-DWQ
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
OFFICE:[phone]
DIRECT:[phone]
Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.

Pamlico Engineering Services, PLLC
128 Abbey Lane
WASHINGTON, NC 27889
PHONL [phone]
.:,�amlico
Engincerin�
ervices
To:
Date 4/3/13 Job No. 13009
NCDENR - DWQ
Attention
Scott Vinson
Family Dollar Bath
WE ARE SENDING YOU ® Attached ❑ Under separate cover via _
the following items:
❑ Shop drawings ❑ Prints ® Plans ❑ Samples
❑ Copy of letter ❑ Change order ❑
❑ Specifications
COPIES
DATE
No
DESCRIPTION
2
Plans and narratives
2
Applications
I
check
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20- ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please call if you have any questions.
Marie U. Peedin, PE.
OX r, r"r%T=1 ED
1 v: ._,
APR - 3 2013
Mr Iv U-VVARO
"z� ? IeA

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I
0
APR - 3 2013
BOOK S37ME 801
gORTH CAROLINA D yf" Q- tl A \ O
BEAUFORT COUNTY
THIS DEED, made this the 12th day of July, 1984, by
W. B. MIDYETTE, JR. and wife, MARGARET A. MIDYETTE and DOROTHY
M. TANKARD and,husband, JOHN A. TANKARD, Grantors, to MARGARET
A. MIDYETTE, Grantee;
W I T'N E S S E T H:
That the Grantors, in consideration of the sum of TEN
DOLLARS '($10.00) and other valuable considerations to them paid
by the Grantee, the receipt whereof is acknowledged, have given,
granted, bargained, sold and do hereby convey unto the Grantee,
her heirs and assigns, those certain lots or tracts of land in
Bath Township, Beaufort County, North Carolina, more particularly
described as follows:
BEGINNING at a marker in the Western right of way
line of North Carolina Highway 92, said point of
beginning being located South 470 21' East 100
feet from the Easternmost corner of the property
of Southern Bank & Trust Company; thence from said
beginning point so located and with said right of
way line, South 430 31' East 100 feet to a point
in said right of way line; thence continuing with
said right of way line South 39' 27' East 100 feet
to a point in said right of way line, a corner;
thence South 510 25' West 200 feet to a point, a
corner in the line of the Beaufort County Board of
Education; thence with said line North 390 22' West
86 feet to a point and North 430 20' West 86 feet
to a point, a corner; thence North 430 23' East 200
feet to the point and place of beginning, and being
Lots Two (2) and Three (3) of those lots laid out
by Russell M. Waters, Registered Land Surveyor, by
survey dated January 16, 1976, copy of which is
attached hereto as an exhibit and referred to for
a more complete. description.
TO HAVE AND TO HOLD the same, together with all and
singular, the rights, ways, privileges and appurtenances thereto
be or in anywise appertaining unto the Grantee, her heirs
and assigns, in fee simple.
The Grantors covenant with the Grantee that they are

BOOK 837PEGE 802
seized in fee simple of the land above described and have good
right and title to convey the same; that the same is free and
clear of all liens and encumbrances, except 1984 Ad Valorem taxes,
and that subject thereto, they will forever warrant and defend
the title to the same against all lawful claims and demands.
IN WITNESS WHEREOF, the Grantors have hereunto set
their hands and affixed their .seals, this the day and year first
above written.
i^ . Ln� 1!-L- (SEAL)
W. B. MIDYETTE, JR.
4kA4L1,13 A rkuA1.1A2 (SEAL)
MARGA ET A. MIDYE E
IlTrfliS'A./,.. {2N/ig� (SEAL)
DOROTHY W. TANKARD
ii0i07,7 1iU/i _(SEAL)
A. TANKARD
NORTH CAROLINA
BEAUFORT COUNTY
Before me, the undersigned Notary Public in and for
the State and County aforesaid this day personally appeared
W. B. MIDYETTE, JR. and wife, MARGARET A. MIDYETTE and acknow-
ledged the due execution by them of the foregoing instrument for
the purposes therein expressed.
WITNESS my hand and Notarial Seal, this the day
of July, 1984. /� {
fi Y''•.
NOTARY PUBLIC
'My`�aminission expires: 7- a /- SO7
Sn�':PU

SPECIFICATIONS
AND
DATA
r , m
Eastern Pride, Inc.
Family Dollar
Bath, NC
'3
PREPARED BY:
PAMLICO ENGINEERING SERVICES, PLLC
128 ABBEY LANE
WASHINGTONNC 27889
252.945143
rI.0'.!VED
APR - 3 2013
D'VVU-VVARO

0

RECEIVED 03/15/2013 13:56 2529755811
M & W Sales
STOCKS & TAYLOR CNST
2529230773 p.2
PROPLK I Y OWNEH AU1 HORIZATION
For land Quality Permit
%`IGe(m MtLu''N -P x ccrtRy that I own the property identified in this application, and thus give
permission to Eastern Pride Inc. to develop the project as currently proposed. A copy of the lease
agreement or pending property sales contract has been provided with the submittal, which Indicates the
Party responsible for the erosion control measures.
Signature(__ �l�i. Date:
a Notary Public for the State of NC County of
��Rrtiu�r Cam' ,do hereby certify that MrK.q(,?N a• G k1JSL personally appeared
before me this 1ri day of ft(ctq
authorization. 1i
SEAL
My commission expires .�c..� cZi• , o�C,i�
EAMY tR CORDWt
NWey pubm
Bautal Cowry
ROM C&MIle 1
myudlaon sxpine Jon 28, 7075
and admowledge the due execution of the

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01/25/2013 15:33 2522370766 E4STO*MrDE1NC PAGE e2112
�'[IRCIHASE AGREEIVIENT
11IIS PURCHASE AGREEMENT ("Agreement") is made in consideration of the
mutual a8reements contained hmein as of dae 29'" day o0amrary, 2013 ("Effective Date^) by and
bdwum Ruxarat A. Mldvette ("Seller") and Eastern Pride Iar_, or sssppaa (the "purchaser").
It is hereby mutually agreed.
1. Sale. Seller shall sell, and Purchaser shall purchase, in fec simple, subject
to and upon the following teens and conditions, that certain property located in Bath, North
Carolina, County of Beaufort, ,NC. The property to be laid mn by Seller's engineers and being
two parcels owned by Seller and upprvzfnmidy L6 +/- aerer, appr vhnately 400' offronlage
along Highway 99 Xarte►d Shaer) by 200r m depth and 35W along the rear, with the spec#le
dinven ons w be dderodned by a survey performed by the Purchaser and agreed on by the
Seller..Fxhibit '1 ' shall demonctrare the approzimate property dimensions and aceest points f r
ingress and egress.
The PIN fi(s) being A50_06US & 16006114 referenced in Deed Book 837, Page Sol and
Deed Book 1160, Page 167, Beaufort County Registry. Both patties agree that the official
property dimensions may vary ftom Exhibit '1.' And that all the foregoing is collectively
referred to as the "Property' in this agreement
2_ Purchase Pt'iee. The purchase price ("Pmehasc Price") for the Property
shall be Two Hundred Thousand dollars and Zero Cents ($200,000.00) and which shall be paid
in lawful money of the United Stabs as follows:
(a) Chic Thousand Dollars ($1,000.00) shall be paid by Purchaser to
Seller's Agent (the "Escrow AV!nt'l as earnest money ("Earnest Money') upon execution of this
Agreement by Seller. Purchaser shall pay the balance of the Purchase Price due hereunder at
closing.
3- Snrvev. During the inspection Period, Purchaser may order a Survey of
the Property from a licensed laaveyor, and, if ordered, such survey, upon receipt, must be
sufficient in form and content so that the Purchaser's Title Company (the "Tithe Company") will
waive all matters of survey not expressly approved by Purchaser. In today's market Purchaser
reasonably expects a survey and any required approval thereof to take approximately 90 days. If
the survey (a) is not acceptable rather to the Title Company or to Purchaser's Lender or (b) shows
easements, encroachments or other adverse conditions which arc not approved by Purchaser,
Purchaser shall have the right, on or before the later of the end of the Inspection Period or ten
(10) days following its receipt of the survey, (i) to terminate this Agreement and recover the
Eames[ Money and any interea thereon or (ii) to waive the exceptions and to close this purchase
and sale without reduction in the Purchase Price.
4. Tie Insursrme. Purchaser shall obtain, at its expense, an owners title
iruntruce commitment to issue a title insurance policy (Form 1970 ALTA-B, or equivalent)
insuring Purchaser's fee simple arul ememEm interest (if any) in the Property in the amount of
the Purchase Price. The title msurimce commitment will be isaucd by Titic Company and will

01/25/2013 15:33 252237e766 EASTERNPRIDEINC PAGE e3i12
contain exceptions only for real citate taxes and assessments for the current calendar year which
are not yet due and payable and any etbes exceptions Purchaser may approve in writing_ If the
commitment contains other exceptions not acceptable to Purchaser, then Purchaser shall notify
Seller of such exceptions and Seller shall have the right, but not the obligation, to resolve such
cxceptions to the satisfaction of the Purchaser. Notwithstanding anything herein to the contrary,
title exceptions which can be cured by payment of a stated sum of money (such as mortgages,
past due ad valorem taxes and assessments constituting alien against the Property, mechanic's
and matexialmen's liens and judgments which have attached to and become liens against the
Property), shall be paid at closing and de hided from Seller's proceeds. If objections to the title
exceptions are not resolved by rite Seller within the time specified, Purchaser shall have the right
to terminate or close as set forth in Paragraph 3 herein.
5. A44jg"aJl,Decumemts to be Provided by Seller, Seller shall, within ten
(10) business days of the date of this Agtcement, provide copies of the following document to
Purchaser for its review:
(a) The most recent environmental audit (if any) or any other
documents Seller knows or sbould know to be inexistence, notwithstanding whose possession
those documents are in, relating to any environmental conditions existing or having been
mitigated on the Property or any property adjacent to the Property the Seiler owns.
(b) A copy of any survey of the Property in Sellces possession.
(c) Copies of any service contracts affecting the Property to be
assumed by Purchaser (if any);
In the event Purchaser terminates this Agreement pursuant to the terms hereof, such documents
shall be promptly returned to Seller.
6. Cxoensa:,td Prandiom. IThe expenses of this transaction and Closing
proration shall be paid as follows:
(a) Pureluanr will. pay for the survey referred to in Paragraph 3;
(b) Purchaser will pay for the title insurance examination fee and for
the tide insurance premium if this transaction closes;
(c) Saner will pay for the preparation of a general warranty deed
conveying the real estate comprisuig the Property and other conveyance documents described in
Paragraph 10(b) herein;
(d) Purchaser will pay for and Seller will cooperate with and
participate with Purchaser to be able to deliver the Property to Purchaser in fee simple with the
proper zoning requirements for Purdtaser's Intended usage and containing the dimensions which
Seller has agreed to Sell and Purchase has agreed to purchase under this agreement_

01/25/2013 15.33 2522370766 EASTERNPRIDEINC PAGE 04/12
(e) Any applicable deed stamps, deed taxes, transfer fees, and deed
recording foes shall be paid as i; customary in North Carolina
(0 Aucltascr shall pay for any additional environmental audit if it so
chooses to have an environmentaudit performed;
(g) Eteb party shall be responsible for their own legal fees associated
with this purchase agreement.
7. B . ers eweuI COmmbaiOn. N/A
8. Insocednn Nried.
(a) Purchaser shall have a period (the "Inspection Period") one
hundred twenty days (120) days from the Effective Date to examine the Property and all matters
relating thereto. This time period being reasonable for Purchaser to satisfy any and all
requirements its lenders or intended tenants may request and require of purchaser- Purchaser
shall promptly notify Seller following the expiration of the Inspection Period whether it will
proceed to close this transaction or will terminate this Agreement. Failure to give written notice
within three (3) days after the expiration of the Inspection Period shall constitute approval on the
part of Purchaser. If this Agtet anent is terminated pursuant to this subparagraph, Purchaser shall
recover the FArnest Money.
(b) The Earnest Money shall be nomeRmdable if this Agreement is not
timely terminated by Purchaser unless (i) Seiler defauhs in, or is otherwise unable to perform, its
obligations hereunder, (H) there is an adverse change in title, survey, environmental or other
matters with respect to the Property not reflected on the documents delivered to Purchaser, (W)
(iv) Purchaser terminates this Agnxment pursuant to any provision permitting termination or (v)
the contingencies sett forth in ftagraph 24 are not satisfied.
9. Ynsne"n RiPht_s. Purchaser, its agents, engineers, surveyors and other
representatives shall have the right, during the term of this Agreement, to enter upon the Property
to inspect, examine, survey cad conduct an environmental assessment of the Property and
otherwise do that which, in the: opinion of Purchaser, is necessary to determine the suitability of
the Property for the uses intended by Purchaser and to make tests to determine the physical
condition of the PAY- Such tests and inspections shall not unreasonably interfere with
Purchaser agrees to
Seller's operations or the opcmions of any tenant on the Party -
indemnify and hold Seller harmless£[ore and against any damages ansmg directly from
Purchacet's inspection and testing of the Property, which indemnity shall survive the closing or
the termination of this Agrecnuast see Addenda `A.' attached and incorporated hereol.
10.
(a) 10 the event this Agreement is not terminated as provided herein,
the closing of the purchase axed sale contemplated herein shall take place in escrow by mail

01/25/2013 15:33 2522370766 EASTERNPRIDEINC PAGE 05/12
through the parties' ateomeys and financing instittttion on or before dAM (30) days after the
expiration of the Inspection Period and satislaction of all contingencies set forth herein-
(b) Al: the closing, Seller shall execute or provide the following
documents which shall be reasonably acceptable to both patties:
(i) A general warranty deed, which shall be fully executed, in
recordable form and reasonably acceptable to the Title
Company;
(ii) An affidavit and indemnity agreement to the Title
Company enabling it to issue its final title insurance policy
without exception for mechanic's or malm almen's liens,
parties in possession or other off -record matters;
(iii) Any reasonable instruments or documentation satisfactory
to Purchaser and Title Company reflecting the proper
authority or Seller to consummate the transactions
contemplated by this Agrccmeot;
11. wit*. Seller represents and warrants to Purcbaser that:
(a) Seller has full power and authority to enter into this Agreement
and to assume and perform all of its obligations hereunder- The execution and delivery of this
Agreement and the consummation or the transactions contemplated hereunder on the part of
Seller does not and will not vi(114, any provision of law and does not and will not conflict with
or result in the breach of any Grndition or provision of, or constitute a default under, any
contract, mortgage, lien, lease, agreement or other mstrrnnem to which Seller is a party or which
purports to affect any of the property or assets of Seller. Seiler is the owner of all assets
comprising the Property subje-t to no liens or encumbrances except for taxes for the year of
closing and (insofar as the real estate comprising the Property is concemed) easements,
covenants, encumbrances and r'=snictioos of record
(b) There are no existing leases with any party entitling them to any
rights or usage of the Property. The Seller shall provide proof satisfactory to Purchaser, in
Purchasers sole judgment, that any existing lease for all or any portion or part of the Property
has been terminated as of the date of closing. Should any party come forward subsequent to
Purchaser purchasing the Property from Seller and claim any leasehold rights in the Properly
through a lease or other agreement it had with the Seiler or other rightful party or seek monetary
damages or specific performance from such claimed leasehold rights, then Seller agrees to
defend such claim and shall wholly and fully indemnify, including reasonable legal fees, the
purchaser, for any damages caused to Purchaser by such claim or rights.
12 Obt out of Seller. From and after the date bereof, Seller shall not
enter into any leases or contracts for the provision of any goods or services regarding the
Property or consent to any additional title exception or encumbrance which shall extend beyond
the Inspection Period without the prior wrrttctt consent of purchaser, winch consent shall not be
unreasonably withheld or dela)vd.

01/25/2013 15:33 2522370766 EASTERNPRIDEINC PAGE 06i12
13. Ems' 4total
(a) Purchaser, at its sole cost and expense, shall have the right to
require; a reputable environmental firm tO perfwm an envitonmental inspection and audit of the
Property ("Environmental Audit") during the inspection Period. Purchaser shall advise Seller in
writing in the event the Enviromnental Audit reveals arty items which require a remedial clean-
up response pursuant to applicable federal, state or local statute, law, regulation or ordinance
("Applicable Laws") and shall sivaultancously deliver a copy of the Environmental Audit to
Seller.
(b) If tlue Property is in violation of any Applicable Laws or is
otherwise unacceptable to purchasix as a result of the Environmental Audit, then. Seller shall be
obligated to either (i) incur at it. expense any cost necessary to remedy such violations or
problems reflected by the Environmental Audit or to otherwise cause the Property to be in
compliance with all Applicable Laves prior to the later of the expiration of the Inspection Period
or twenty (20) days following rrxeipt of the environmental audit or (ii) terminate this Agreement
by written notice to Purchaser within fifterm (15) days following receipt of the Environmental
Audit, in which event the Earnest 114oney shall be refunded to Purchaser.
14. Defauit.
(a) In event that Purchaser deWt4 in the terms of this Agreement, and
Seller has not defaulted, Seller shall be entitled to declare this Agreement terminated and may
recover its damages incurred and may seek specific performance of this Agreement The Earnest
Money shall be credited against Wy such damages incurred.
(b) In. tiie event Seller defaults in its obligations hereunder and
Purchaser has not defaulted, Purchtscr shall be entitled to declare this Agreement terminated and
may recover its damages incurred and may seek specific performance of this Agreement. Upon
any such declaration, Purchaser *it) be entitled to receive the Earnest Money.
(c) 1n the event that legal proceedings are commenced to construe or
enforce the terms of this Agreement, the prevailing patty may recover from the other party its
costs and expenses including reasonable attorneys fees.
15. Rink Loll. Seller shall maintain in full force and effect all insurance
policies currently covering the Property until the Closing Date. The risk of loss or damage to the
prosy from fireRood, windstorm or other casualty until delivery and acceptance of the deed
to Purchaser shaU belong to Sinter. Risk of loss or damage to the Property after delivery and
acceptance of such deed is assumed by the Purchaser. If, before delivery and acceptance of such
deed any condemnation proceeding is or has been commenced or threatened with respect to the
Property or any casualty results in damage to the Property or improvements thereon, Purchaser
sball have the option of either bnnunating this Agreement as to such portion of the Property or of
completing the purchase contemplated herein In the event the Purchaser shall elect to terminate
this Agreement, Purchaser shalN be entitled to the return of all Eamest Money and all parties shall
be relieved alld dischatged of nay further liability hereunder. It however, Purchaser shall elect to
complete this transaction, there shrill be no reduction in the Purchase Price and Purchaser shall be

01/25/2013 15:33 2522370766 EASTERNPRIDEIMC PAGE 07(12
entitled, in the cave of fire or other casualty, to receive from the insurance carrier all insurance
proceeds or, in the case of condemnation, to receive the entire award for the Property or the
portion thereof so takes seller shall execute and deliver to Purchaser on the Closing Date all
proper instruments fox the assigume d and collection of such proceeds and awards.
16. Bindimg I This Agreement shall be binding upon all of the parties
hereto and their respective successors and assigns.
17. Entire 939111This Agrecmeat and its exhibits constitute the entire
agreement of the parties, and no Other statement or representation sball be considered a part of
this Agreement, or be binding upon the patties, unless the same shall be contained herein.
18. N_otices. Any notice, request, demand, instruction or other communication
hereunder shall be in writing and shall be deemed to have been duly given if delivered in person
or sent by first class, registered or iced mail (return receipt requested), postage fully prepaid
or by Federal Express or other overnight courier or by facsimile (which term shall be deemed to
include telex or telecop y), addressed as follows:
To Purchaser:
Eastern Pride Inc
2405,E Nash Strut NW
Wilson, North Carolina 27896
Attention: Charles Thomas
To Purchaser:
The addresses for the purpose of this paragraph may be changed by giving notice as provided
herein. Notice shall also be deemed to have been given upon receiPt of actual knowledge by any
means of the information contained in said notice.
19. Conn ris. This Agreement may be executed in any number of
counterparts or duplicate originals. any one or all of which shall constitute the agreement of the
parties.
20_ Cantiomi. lrhe captions contained herein arc for purposes of identification
and convenience only and shall not be considered in consenting this Agreement.
21. Gaverndmg .erg. This Agreement shall be governed by and construed in
accordance with the laws of &. State ofNorth dic ewnditd legal action be arts agreement, any to he
takee by either patty to enfortio to Uphold
0
.....AA MI..I. •n

01/25/2013 15:33 2522370766 EASTERNPRIDEINC PAGE 08/12
speeifie performance, then both parties agree that the prevailing pally shall have their legal
expenses and other related expen= and/or losses paid in full by the other party.
22. AssiggEpat by )Purchaser. This Agreement may be assigned by
Purchaser to an entity of which Purchaser is a member, partner, officer or director without first
obtaining written consent of Seller_ Should Purchaser desire to otherwise assign this Agreement,
then Purchaser shall first obtain the written convert of Seiler, which consent shall not be
unreasonably withheld. In the event of any assignment, Purchaser sball remain personally liable
under this Agreement.
23. Esc iant. N/A
24. 0 1 t ism Purchaser agrees and umdexs ds that Seller may elect to
participate in a 1031 tax-free erelumge and Purchaser does agree and understands that they will
cooperate with SeUer and execute any reasonable documents in association with such election.
25, Contintteueihes. Purchaser's obligation to close on the purchase of the
Property shall be eoutingent upm Purchaser obtaining a commitment for financing the purchase
of the Property upon terms and cwnditions acceptable to Purchaser in Purchasces reasonable
discretion within the Inspection P:tiod. Mier Purchaser obtains a satisfactory commitment for
financing, if the remaining contin;tencies in Paragraph 10 are not satisfied in a timely manner
and .Purchaser's commitment f'or finaneing either lapses or is otherwise changed by the bank
issuing the commitment, theta Purchaser shall have the right, within ten (10) days of such
occurrence, to terminate this Agreement aml recover the Eamest Money and any interest thereon.
IN WITNESS VAM1:4OP each of the parties hereto has signed this Agreement on the
date shown to the right of their respective signatures. This Agreement shall, for all purposes, be
deemed to be fully executed on the: latest of the dates of execution shown below. Purchaser may
revoke this Agreement at any -time before receipt of a fully executed Agreement with exhibits
attached.
PURCHASER!
EASTERN PRIME INC.
ay: � M a_
Charles A. Thomas
SELLER(S):
Matgerrot A. Midyette

01/25/2013 15%33 2522376766 EASTERNPRIDEING PAGE e9i12
"DEMA GAS M r+'l
Purehaser shall have a 1 ?01",�)-day inspecti od beginning on the
date both the Purchaser and Seller have signed and executed this offer to purchase
agreement. Both patties agree this time period being reasonable as it is anticipated the
property referenced in the purchase agreement which this Addenda is being incorporated
into will require rezoning to conform with the intended usage of the Purchaser.
Purchaser, at Purchaser's expense may perform any and all necessary tests and
assessments including, but not limited to, environmental, soil, appraisal, or any other
undertaking deemed necessary to determine if its intended usage of said piece of land is
suitable and permissible_ Ptrcchaser agrees to he held responsible for any damage to said
property that may occur or be caused by these tests. Purchaser has Seller's permission to
go on said property to perform such reasonable tests, and Purchaser agrees not to
unreksonably interfere with tic current usage of the said property while performing these
rests and assessments.
If Purchaser notifies Selker, prior to the expiration of this inspection period, or any
extensions granted or herein contained, of Purchaser's intention to terminate this contract,
for any reason, then Pumbaser will be immediately released from all contractual duties
and obligations under this contract which shall be terminated and the earnest money shall
immediately be returned to Purchaser. The inspection period shall begin the date both
parties have signed, and dated the Purchase Agreement and this Addenda to the Purchase
Agreement, which is being incorporated into.
2. Seller agrees to use its reasonable and best efforts to turn over and provide to Purchaser
any documentation it ha, in its possession, or reasonably should Imow to be in exi stcncc,
concerning enviromnental hazards on said property, if any exist or are known to have
existed, including but nEt limited to the existence of underground storage tanks for fuel,
home heating oil tanks, or other fuel or chemical storage tanks above or below ground
and anyremediation actions performed on such hazards in accordance with the laws of
the State of North Carolina or any other governing agencies' rules and regulations with
authority over such hazards. Any paperwork or information shall be tinned over to
Purchaser within 14 days from the day Seller executes this contract. Seller, by signing
this agreement, acknowledges than to the best of its knowledge there are no Underground
Storage Tanks for Cbemicals, Fuel Tanks, Home Heating Oil Tanks or other similar
items located on. this property, whether registered or unregistered, nor any environmental
hazards or liabilities loattecl on said parcel or property adjacent to said parcel; and that if
Seller teams of such to Exist, it will notify Purchaser immediately Seller acknowledges
that to the best of its knowledge this property has nvt been used as a gasoline station, oil
change facitity, or other use where gasoline, chemical, or other fuel storage or holding
tanks have existed in or above the ground.
3. Seller agrees to assist Purchaser by providing any relevant information that Purchaser
may need in its pursuit to d:tellmine if all required local, county, and state permits will be
obtainable by Purchaser for its ft=ded utse. This includes reasonable assistance, at no

01/25/2013 15:33 2522370766 EASTERNPRIDEINC PAGE 10112
cost to the Seller, to re-zom; the property to conform and allow general retail or general
commercial usage on the: property. Seller understands that if purchaser is waiting on a
decision by arty govemmtental or regulating agency to re -zone or issue the required
building or construction permits for Purchaser's intended project, and that waiting time
exceeds the Inspection Period, then the Inspection Period referenced above shall
automatically extend for 30 (thirty) days beyond the expitation of the Inspection Period
with all terms and conditions in full force and effect. Should the necessary building
permits not be issued after the automatic 30 day extension of the Inspection Period, then
Purchaser shall have the period extended 30 more days if the Purchaser has timely
applied for and is waiting on any necessary governmental or regulating authority to issue
said permits. Purchaser agrees and consents to put forth a good faith effort in its attempt
to obtain said requisite building and construction permits, including but not limited to
driveway, storm -water or other related permits necessary to improve the property in
accordance with Purchaser's intended use.
4. Seller agrees to hold in confidence any purported use of this land, unless Purchaser gives
Seller express written permission to disclose during the inspection period and any
extensions thereof.
5. Seller shall, at no cost to Sella, agree: to cooperate with and assist Purchaser with the
regulating and permitting agencies in its efforts to obtain approval for any requited,
rezoning, access, special use, or any ether required permit to improve said property which
may be necessary for Purchaser's intended sage for the property. Should a rezoning
beating or other necessary special use permit hearing of this property extend past the
expiration of any Inspection Period aforementioned, then said Inspection Period shall
automatically extend, with the same terns and conditions of the purchase agreement
applying, until such time as the governmental, quasi-govc nmmtal, wrong or regulating
authority controlling and deciding the zoning or other petition has rendered and delivered
its final decision. Purchaser understands, and agrees to put forth a good faith effort in
attempting to obtain any to -zoning approval necessary for its intended use of said parcel.
Seller or Seller's drily authorized agents agree to and shall work with Purchaser's
engineers and/or architect's in designing an engineered site plan incorporating any
required storm -water management, should it be require&
6. Should any adverse eminmmeattal condition be learned of or discovered by the Seller
during the Inspection Period then Seller shall immediately notify Purchaser of such
condition, and Purchaser :;ball have reasonable time to assess the newly discovered
adverse environmental condition. Altar Purchaser assesses the newly disclosed condition
the Purchaser shall inform Seller as to whether Purchaser elects to proceed under the
Purchase Agreement and close on the Property. Or purchaser may request Seller to
undertake remediation actions in a main er• to mitigate such adverse condition and to
obtain a "No Further Action' letter from the regulating agency over such adverse
conditions. Should Seller refuse to undertake such remediation actions required to obtain
a "No Furth Action' letter thm Purchaser may undertake such actions itself to mitigate
the cnvironmesntal condition ;md proceed to closing; or Purchaser may choose to
terminate this agreement tlpon notification to the Seller and have its earnest money

01/25/2013 15:33 2522370766 EASrERNPROEINC PAGE 11/12
immediately returned.
Th11S ADDENDA, is to be included and mwrpordted into this Offer to Purchase
Contract, signed and dated by the Purchaser JanuaryZq 2013; and if any part or
portion of this agreement biomes illegal or is deemed to be illegal all other portions not
so deemed will stand and ba in fitll force and et%ct. THIS CONTRACT, will be executed
in duplicate originals with the Seller and Purchaser each remising a copy.
i�
Pnrchaser 1� . pate I Lg l?
Eastern Pride Inc.
Merger Itu' a� %f� Date
Margaret A. Midyet e�'�

6.
r
ti r
it ��

WPAO
BUSMSS CORPORATION
ANNUAL REPORT
NAME OF BUSINESS CORPORATION: EasternPride Inc.
FISCAL YEAR ENDING: 1213112012
SECRETARY OF STATE CORPORATE ID NUMBER: 0647965
NATURE OF BUSINESS: Red Estate deweloPmenakwing
REGISTERED AGENT: Thomas, Charles A.
REGISTERED OFFICE MAILING ADDRESS:
REGISTERED OFFICE STREET ADDRESS:
2405-F West Nash Street
Wilson, NC 27896
E-Filed Annual Report
5568214
Do not data enter manually.
STATE OF INCORPORATION: NC
2405-F West Nash Street
Wilson, NC 27896 Wilson County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS:
PRINCIPAL OFFICERS:
Name: Charles A Thomas
Title: President
Address:
2405- F West Nash Street
Wilson, NC 27896
2405-FNash Street W
Willson, NC 27896
2405-F West Nash Street
Wilson, NC 27896
Name: Barnes Boykin
Title: Secretary
Address:
1405- F West Nash Street
Wilson, NC 27896
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
Charles A Thomas
3n2013
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
DATE
Charles A Thomas
President
TYPE OR PRINT NAME
ANNUAL REPORT FEE: E-Paid MAH, To: TYPE OR PRINT TOILE
Semetnry of State • Coryomtioas Division • post Office Bux 29525 • Raleigh, NC 27626-0525

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S',V"7� f, 3 D �0 �-
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM ` o) b 0 1� L4115� 3
SEDIMENTATION POLLUTION CONTROL ACT y _ . ,. _ wkS
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank)
Part A RECEIVED
1. Project Name —Family Dollar Bath
2. Location of land -disturbing activity. County Beaufort City or Tciasrhili5 Ba
Highway/Street NC 92 35'28'30' Latitude 76'48'24' LongitudeDy W
3. Approximate date land -disturbing activity will commence: May 132013 " "ARO
4. Purpose of development (residential, commercial, industrial, institutional, etc.):_ commercial_
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 1_7
6. Amount of fee enclosed: $130.00. The application fee of $65,00 per acre (rounded up to the next acre)
is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name_Bames Boykin_ E-mail Address
Telephone_ _ Cell # 252-230-0632 Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Margaret Midvette
Name Telephone Fax
_.PO. Box 154 It,���
Current Mailing Address Current Street Address C�j �'
Bath NC 27808 Q��oriPyo
City State Zip City a 000�H� Zip
10. Deed Book No 837. Page No. 801 Provide a copy of the most current deed
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Eastem Pride, Inc
Name E-mail Address
_2405 - F Nash Street
Current Mailing Address Current Street Address
Wilson, NC 27896
City State Zip City State Zip
252-M -0632
Telephone Fax Number

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2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent
Name
Current Mailing Address
City State zip
Telephone
E-mail Address
Current Street Address
City State Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent
Name of Registered Agent E-mail Address
Current Mailing Address
City State Zip
Telephone
Current Street Address
City State Zip
Fax Number
The above information is true and Correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially. Responsible Person if an individual
or his attorney -in -fad, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the infomration provided herein.
Barnes Boykin
Type or print name
Signature
Titre or Authority
3f aZ 6/lf
Date
I, I-\&adu ' _ j4 \) U) .A —,a Notary Public 9f the County of
State of North Carolina, hereby certify that appeared
personally before me this day and being d—ullj swom acknowt ed that the above form was
executed by him.
Witness my hand and notarial seal, this a4g day of (9 20_ ! 3
NotarywA
eaI ,
11
My commission expires
.0"W V
Z ftv% '

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a.

SEDLUENTATION AND EROSION CONTROL
NARRATIVE
FOR
Eastern Pride, Inc.
Family Dollar
Bath, NC
C,A
SEAL
p9itC lc'VGl_NEEP.•`fpVC �' Pei use 1\0", eE
w 3 fL
PREPARED BY:
PAMLICO ENGINEERING SERVICES, PLLC
128 ABBEY LANE
WASHINGTON, NC 27889
252.945.2983

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EROSION AND SEDBUNTATION CONTROL PLAN
DATE: April 3, 2013
PROJECT: Family Dollar Store Bath, NC
OWNER: Eastern Pride, Inc
ENGINEER: Mane U. Peedin, PE
Pamlico Engineering Services, PLLC
128 Abbey Lane
Washington, NC 27889

"71

EROSION AND SEDIIVIENTATION CONTROL PLAN
LOCATION:
This site is located on Carteret Street just east of Historic Bath, North Carolina. The site
is currently a vacant field with a ditch on the north and west sides of the property.
DESCRIPTION:
The project will require excavation of the top soil and then preparation of the site for
construction. The site has been used as a farm field for numerous years and it consist of
some moderate to well drained soils.
EXISTING DRAINAGE PATTERNS:
The property is flat and has no distinct drainage pattern. The ditch which runs along the
north of the property drains into a tributary of Back Creek and ultimately into the
Pamlico River Basin. The existing drainage patterns shall not be changed due to the new
development.
PROPOSED PROJECT:
This project will consist of stripping the site and grading the existing lot for construction
of the building facility. Any excess material from the site which is not used shall be
hauled off to an approved waste site. All fill material to be placed on the site shall come
from a permitted borrow pit. Prior to stripping the site the contractor shall install the silt
fence along the limits of disturbance line as shown on the plan. Then the skimmer basin
shall be constructed to detain all sediment prior to any off site fill being brought on site.
TIIVIE SEOUENCE OF OPERATIONS:
Construction is planned to begin May 15, 2013. The contractor shall begin by installing
all erosion control measures. Once these measures have been installed the contractor
shall strip the top soil and begin grading the site as specified on the plans.
The erosion and sediment control measures are to be checked weekly and after any
rainfall event. Repairs shall be made immediately to the erosion control structures as
needed during the project.
All measures are to be maintained throughout the project until a substantial stand of
grass, capable of preventing erosion, has been achieved on the site. After a substantial
stand of grass is established all temporary erosion control measures are to be removed.

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CONTROL MEASURES:
All work will be done in accordance with the North Carolina Erosion Control Ordinance.
No land disturbing activity beyond that required to install the appropriate erosion control
measures may proceed until measures are installed.
Prior to any grading, a temporary gravel construction entrance shall be installed as shown
on the construction drawing.
Temporary diversion swales shall be graded toward the temporary skimmer basin and all
silt fence installed. Calculations for the erosion control measures to be used on this site
have been attached to this document
All disturbed slopes are to be graded, seeded and mulched.
Denuded slopes must be provided with a groundcover within twenty-one (21) calendar
days following the completion of any phase of grading. All disturbed areas will be
provided with a groundcover within twenty-one (21) calendar days following the
completion of any phase of construction.
When hydroseedmg equipment is used for seeding, fertilizer shall be applied
simultaneously with seed, using the proper rates of application listed in the table below.
Seed shall be certified seed or equivalent based on North Carolina Seed Improvement
Association requirements for certification. All seed must be fiunished in sealed standard
containers. Seed which has become wet, moldy, or otherwise damaged prior to seeding
will not be acceptable.
Seeding shall be accomplished with hand planters, power -drawn planters, hand packers
or hydroseeding equipment at the following rates:
Lime
Fertilizer (10-20-20)
Straw Mulch
Asphalt Tack
Seed Bed Preparation
2 tons per acre
1000 pounds per acre
2 tons per acre
3 gallons per square yard

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Temporary Seedine Mixture
Rye (Grain)
120 pounds per acre
Fescue
75 pounds per acre
Annual Lespedeza (Kobe)
50 pounds per acre
Omit Annual Lespedeza when duration of temporary cover is not to extend beyond June.
Permanent Seedine
Mixture
(February i — April 30)
Tall Fescue
50 pounds per acre
Pensacola Bahiagrass
10 pounds per acre
Korean or Kobe Lespedeza (Scarified)
50 pounds per acre
Browntop Millet
25 pounds per acre
(May 1— August 31)
Tall Fescue
50 pounds per acre
Weeping Lovegrass
5 pounds per acre
Korean or Kobe Lespedeza (Scarified)
50 pounds per acre
Browntop Millet
25 pounds per acre
(September 1— January 31)
Tall Fescue
60 pounds per acre
Korean or Kobe Lespedeza (Scarified)
60 pounds per acre
Rye (Grain)
25 pounds per acre
For slopes which are 2:1 or steeper add 30 pounds per acre of Sericea Lespedeza and 15
pounds per acre of Weeping Lovegrass.

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Temp. Skimmer Basin
Okay
7 Disturbed Area (Acres)
a52 Peak Flow from 10-year Storm (cis)
3060 Required Volume
1794 Required Surface Area
30 Suggested Width
60 Suggested Length
Trial Top Width at SpilNm Invert
Trial Top Length at Spillway Invert
3 Trial Side Slope Ratio Z:1
3 Trial Depth (2 to 3.5 feet above grade)
12 Bottom Width
42 Bottom Length
504 Bottom Area
3256 Actual Volume Okay
„1800 Actual Surface Area Okay
Trial Weir Length
0. Trial Depth of Flow
14.84924' SpilMray Capacity Okay

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Volume In Cubic Feet
jDays to Drain*
NC assume 3 days to drain
I [.3,466ICu.Ft
�,.3j Days
Skimmer Size
Orifice Radius
Orifice Diameter
Inch
Inch[es]
i.� 2 Inch[es]
Estimate Volume of Basin —Length Width
Top of water surface In feet ti0,..-,V30 Feet VOLUME 3466 Cu. Ft.
Bottom dimensions In feet
.1121Feet
Depth In feet Feet
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Channel Report
Hydraflow 6quess Extension forAubDrj= Ci j me 2M byAuWdesk, Ine.
BMP SWALE
Trapezoidal
Bottom Width (ft)
= 3.00
Side Slopes (z:1)
= 10.00, 10.00
Total Depth (ft)
= 2.00
Invert Elev (ft)
= 8.00
Slope (%)
= 0.50
N-Value
= 0.030
Calculations
Compute by: Known Q
Known Q (cfs) = 1.88
Elev (ft)
11.00
10.50
10.00
9.50
9.00
8.50
8.00
7.50
0 5
Section
Tuesday. Apr 2 2013
Highlighted
Depth (ft)
= 0.29
Q (cfs)
= 1.880 Q—
Area (sgft)
= 1.71
Velocity (ft/s)
= 1.10
Wetted Perim (ft)
= 8.83
Crit Depth, Yc (ft)
= 0.19
Top Width (ft)
= 8.80
EGL (ft)
= 0.31
Depth (ft)
3.00
2.50
2.00
1.50
m
0.50
A iT1
-0.50
10 15 20 25 30 35 40 45 50 55
Reach (ft)

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Hydrology Report
HYdraflow Express Extension for Auto(A' M civil ace 2G09 byAuwesk 1,
10 YR EVENT
Hydrograph type
= Rational
Stone frequency (yrs)
= 10
Drainage area (ac)
= 1.700
Rainfall Inten (in/hr)
= 8.112
OF Curve
= washington.idf
Q (cfs)
6.00
5.00
4.00
3.00
2.00
1i1
0.00 v
0
Runoff Hyd - Qp = 5.52 (cfs)
Runoff Hydrograph
10-yr frequency
5
Monday, Apr 12013
Peak discharge (cfs) = 5.516
Time interval (min)
= 1
Runoff coeff.(C)
= 0.4
Tc by User (min)
= 5
Rec limb factor
= 1.00
HYdMraph Vokmw =1,ss5 (cM; GAMS (&tit)
Q (cfs)
6.00
rf
I
2.00
E1
= OM
10
Time (min)

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Weir Report
rgdrAm E)vress E#ension forAutDCAM Cara 3002009 by Auwdesk Inr
OVERFLOW STRUCTURE
Rectangular Weir
Crest. = Sharp i r
Bottom Length (ft) = 10.00 02 x3 3oX
Total Depth (ft) = 0.50
Calculations
Weir Coeff. Cw
Compute by:
Known Q (cfs)
Depth (ft)
1.00
AN
W IN
-0.50
= 3.33
Known Q
5.52
OVERFLOW STRUCTURE
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Top Width (ft)
Monday, Apr 12013
= 0.30
= 5.520
= 3.02
= 1.83
= 10.00
Depth (ft)
MTI,
M
MI
M0
Weir W.S. Length (ft)

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Culvert Report
Horaflow Express Extension forAutaCA.D® Civil 3D®2009 byAuwdesk Inc.
OVERFLOW PIPE
Invert Elev Dn (ft) = 5.80
Pipe Length (ft) = 24.00
Slope (%)
= 0.42
Invert Elev Up (ft)
= 5.90
Rise (in)
= 18.0
Shape
= Cir
Span (in)
= 18.0
No. Barrels
= 1
n-Value
= 0.013
Inlet Edge
= Projecting
Coeff. K,M,c,Y,k
= 0.0045, 2, 0.0317, 0.69, 0.5
Embankment
Top Elevation (ft) = 10.00
Top Width (ft) = 15.00
Crest Width (ft) = 110.00
Monday, Apr 12013
Calculations
Qmin (cfs) = 5.52 ' alo -
Qmax (cfs) = 5.52
TaiMrater Elev (ft) = 8
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cis)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 5.52
= 5.52
= 0.00
= 3.12
= 3.12
= 8.00
= 8.07
= 8.14
= 1.49
= Outlet Control
M.oaalq
S10
� 110

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Culvert Report
"raflow Express Extension forAutoCAD®CiW M0 2M by AuMOesK Im
DRIVEWAY PIPE
Invert Elev Dn (ft) = 8.27
Pipe Length (ft) = 65.00
Slope (%)
= 0.51
Invert Elev Up (ft)
= 8.60
Rise (in)
_. 15.0
Shape
= Cir
Span (in)
= 15.0
No. Barrels
= 1
n-Value
= 0.013
Inlet Edge .
= Projecting
Coeff. K,M,c,Y,k
= 0.0045, 2, 0.0317, 0.69, 0.5
Embankment
Top Elevation (ft)
= 10.79
Top Width (ft)
= 35.00
Crest Width (ft)
= 50.00
DFWewAYPm
wx —ram
Wednesday, Apr 3 2013
Calculations
Qmin (cfs)
= 1.50
Qmax (cfs)
= 1.50
Tailwater Elev (ft)
= 0.00
Highlighted
Qtotal (cfs)
= 1.50
Qpipe (cis)
= 1.50
Qovertop (cfs)
= 0.00
Veloc Dn (ft/s)
= 3.38
Veloc Up (ft/s)
= 3.32
HGL Dn (ft)
= 8.76
HGL Up (ft)
= 9.09
Hw Elev (ft)
= 9.27
Hw/D (ft)
= 0.54
Flow Regime
= Inlet Control
1 De qq

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Weir Report
"rdRow Express Extension forAuW.J= CM = 2M byAuMesk, UK M Way, Apr 12013
EMERGENCY SPILLWAY
Trapezoidal Weir
Highlighted
Crest
= Sharp
Depth (ft)
= 0.26
Bottom Length (ft)
= 15.00
Q (cls)
= 6.310
Total Depth (ft)
= 0.50
Area (sgft)
= 4.04
Side Slope (z:1)
= 2.00
Velocity (ftfs)
= 1.56
Top Width (ft)
= 16.04
Calculations
Weir Coeff. Cw
= 3.10
Compute by:
Known Q
Known Q (cfs)
= 6.31
Depth (ft) EMERGENCY SPILLWAY Depth (ft)
1.00
1 .1
M
-0.50
1 or
WC
-0.50
Weir W.S. Length (ft)

/• 1
_ i .. .. .'� _ ...
� � � � 1 � �
� � 1 �
� �
1 �
p l � ; '
I � � �
� � � i
• 1
' I ;
I �_ .
I 1
r � 1
I � I i
• 1 i i 1
l I 1 ,
I
� � �
'i .. '! .a: . '.1 �. � .� 1..

(Source_ '-Bank and channel lining procedures New York Department of
Transportation. Division of Design and Construction. 1971.)
to Color
Designed By:
Company:
Project Name:
No..
Marie;Peedin Date:4/3/13
Pamlico Engineering Services, PLLC
Family,:061lar Bath Site 2
13009
Site Location (Cityrrown) .,gay,, NC
Culvert Id. :Outletpi
Estimation of Stone Size and Dimensions For Culvert Aprons
Step 1) Compute flow velocity V. at cuh-ert or paced channel outlet.
Step 2) For pipe cultists Da is diameter -
For pipe arch arch and box culverts. and paced channel outlets-
D. = as where A. = cross -sectional area of flow at ouder.
For =ultiple culverts. use De = 1.25 x D. of single culvert.
Velocity (ft1s) 3.12.
Opening type Pipe:Cul4ert`::.'
Single or multiple openings? Single'
Outlet pipe diameter, D. (ft)
NOTE 1: If opening type is anything other than "Pipe Culvert", D,=A,
(Cross -sectional area of flow at outlet).
NOTE 2: If multiple openings, Da 1.25 x D, of single culvert
Step 3) For apron grades of 109/9 or steeper, use recommendations
For neat higher zone. (Zones 1 through 6).

T.
- •rr
+r

Zone wa
Z �:Eiqure-810
g g�
Will apron have >/=10% grade? PrF:N 011
NOTE: For apron slopes equal to or greater than 10%,. use next higher Zone in Figure 8.06d to
determine apron length.
Apron length (11)
W-8 flFui
Determination of Stone Sizes For Dumped Stone Channel Linings
and Revetments
Step I. Use figure 8.060 to determine maximum stone size (e-g. for 12
Fps = 20" or 550 Ibs.
Max. stone size (in.)
Step 2. Use figure 8.06.E3 to determine acceptable size range for stone
(for 12 FPS it is 125-500 lbs. for 75% of stone, and the maximum
and minimum range in weight should be 2:5-500 lbs.).
NOTE: In determining channel velocities for stone linings and revetment.
use the following coefficients of roughness:
Diameter
Maiming's
Nfin.
thickness
(des)
-zc*
of lining
(inches)
Fine
3
0.031
9
12
Light
6
0.035
12
is
Medium
13
0-040
is
24
HAY
23
0.044
30
36
(Cbz=eIS)
Mksapaw-s)
Min. & max range of stones (lbs) 25-150-;
0
Weight range of 75% of stones (lbs) 5-'015

• -, r'� Lam. y4.

(Source: "Bank and channel lining procedures", New York Department of
Transportation, Division of Design and Construction, 1971.)
Designed By:
Project Name:
Project No.:
ie Pee in Date:4/3/13
ilico Eng' ineenng Services, PLLC
Wily Dollar Bath'Sftd 2
Site Location (Cityrrown) Bath; NC
Culvert Id. Driveway PIPe
Estimation of Stone Size and Dimensions For Culvert Aprons
Step 1) Compute flow velocity V. at culvert or paced channel outlet.
Step 2) For pipe culverts Do is diameter.
For pipe arch. arch and box culverts, and paved channel outlets.
Do = A. where A. = cross -sectional area of flow at outlet.
For multiple culverts, use De = 1.1-5 x D, of single culvert,
Velocity (ft/s)
Opening type
Single or multiple openings?
Outlet pipe diameter, D. (ft)
Pipe CulVert
,Single
1.25;
NOTE 1: If opening type is anything other than "Pipe Culvert", D,=A,
(Cross -sectional area of flow at outlet).
NOTE 2: If multiple openings, Da 1.25 x D, of single culvert
Step 3) For apron grades of 10% or steeper, use recommendations
For next higher zone_ (zones 1 through 6),

r ,,,

ZoneT
1 IFlaure8 060N M
O
Will apron have >/=10% grade? No'
NOTE: For apron slopes equal to or greater than 10%, use next higher Zone in Figure 8.06d to
determine apron length.
Apron length
Determination of Stone Sizes For Dumped Stone Channel Linings
and Revetments
Step 1. Use figure 8.060 to detarine maximum stone size (e.g. for 12
Fps = 20" or 550 lbs_
Max. stone size (in.) .18_ EFigure'>8'06e
Step 3. Use figure 8.06.El to determine acceptable size range for stone
(for 12 FPS it is 125-5001bs. for 75% of stone, and the maximum
and minimum range in weight should be 25-500 lbs.).
NOTE: In determining channel velocities for stone linings and revetment,
use the following coefficients of roughness:
Diameter Matming's -NIm. thickness
(inches) "n7 of lining (inches)
Fine 3 0.031 9 12
Light 6 0.035 12 18
Medium 13 0.040 18 24
Heavy 23 0.044 30 36
(Ch=3ds) (Dmapa=)
Min. & max range of stones (Ibs) 25-150 Frgu�e 8 OSf �"
Weight range of 75% of stones (Ibs) 50-150 ; Froure 8 05f