SW7070226_HISTORICAL FILE_20201026

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7��0
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
(❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
E.J. Pope & Son, Inc.
Attention: Mr. E.J. Pope
P.O. Box 649
1092 N. Breazeale Ave.
Mt. Olive, NC 28365
Dear Mr. Pope:
NORTH CAROLINA
Environmental Quality
October 26, 2020
III, President
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7070226
Handy Mart # 169
Pamlico County
(n/aAo
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 707022 for a stormwater treatment system consisting of a wet
detention pond serving the Handy Mart # 169 located at 13841 NC Hwy 55 near
Alliance, NC expires on March 1, 2021. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving
a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https://deq.tic.gov/about/divisions/enerw-mineral-lanct-resources/etiergv-minerat-land-
rutes/stormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roger.thorpe(cr)ncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality 1 Division of Energy. Mineral and Land Resources
_ Washington Regional Office 1043 Washington Square Nall i Washington. Not Carolina 27884
25204yft481

205 Ward Rd. # 3
Swansboro, N.C. 28584
Tel: [phone]
Fax: [phone]
r:
To: Roger K. Thorpe
NCDENR-DEMLR
Land Quality Section
943 Washington Square Mall
Washington, NC 27889
Re: Handy Mart # 169 (SW7 070226)
Case number NOD-2014-PC-0155
Attached:
REECtIVED
AUG 13 2014
From: Jeanie for D`aid A ws"OF nAr
Date: August 11, 2014
One (1) original Designer's / Engineer's Certification for Stormwater System
Comments:
The attached Certification is in response to your Notice of Deficiency letter dated August 6, 2014.
If there are any other issues that need to be addressed, or other concerns please let us know.

State Stormwater Management Systems
Permit No. SW7 070226
Certification Requirements
(J�1. The drainage area to the system contains approximately the permitted acreage.
`. The drainage area to the system contains no more that the permitted amount of
built -upon area.
421�3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
44. All roof drains are located such that the runoff is directed in to the system.
zxzlz� The outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
�5 �11117� Trash rack is provided on the outlet/bypass structure.
'Ex/�Z& All slopes are grassed with permanent vegetationC&IOvgy
. Vegetated slopes are no steeper than 3:1.
�VZ10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
1�01 11. T ermi ed amountt of su ace area and/or volum ave been provided.
�2. Required dirawdown devices W6o5Nctly siz d pef the approved plans.
✓13. AU equire design deRths of e provided.
(Z u, ,d, 11/P//U Inea v/
4. All required' Pp//a��rts of the system are 5provided, such as vegetated shelf, and a
forebay. C / C—OM 5 ay P),74 � O� J
�15. The required system dimensions are provided per the approved plans. J

RE,GElCNira
FEB 2 3 2007
DWQ-WARD
1. PROJECT DESCRIPTION
Design Calculations
Stormwater Treatment Facilities
for
HANDY MART #169
located in
PAMLICO County
2j�cj'/
THIS PROJECT CONSIST OF A 1.79 AC. TRACT TO BE DEVELOPED AS A CONVENIENCE STORE
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas:
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE(reserved)
Total
Total Area Drainage to Pond:
Percent Impervious = 0.594
b. Compute Pond Surface Area
0`
0
0"'
43;495
0
0
0`i
0
0-
0
n 4F; ?qf;
Total
2,800 SF
0 SF
43,495 SF
0 SF
0
0
46,295 SF
0 0 SF
0 46,295 46,295 SF
or 59.4 %
77j949 SF
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming .. .`„5 foot pond depth:
SA/DA = 4'439 % (interpolated)
Therefore:
Surface Area = SA/DA x Drainage Area
= 3,460 SF say :`'i';'350Z: SF

`��
'i
r.
`.i
�i ..
�l�ij� � � rl_j��

=. Compute Minimum Pond Dimensions
Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Length = 102.57foot
YYid1h= 34.19feet
Site conditions, however, dictate:
Hvdr.Leng\h= hee1
so, Mydr.Width feet(avg)
Actual L/VV= 3.0(irregular shape)
3. DETERMINE VOLUME TO BE CONTROLLED FROM 11" STORM
Using Schuler "Simple Method":
Rv=U.O5+V.009(|) where = percent impervious
Rv= 0.585in/in
Control Volume
'=OonignRainfall xRvxDrainage Area
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 01side slopes
solving for depth (d) by trial & error:
5.DETERMINE ORIFICE SIZE
Control Volume must bedrawn down over o2day '5day period.
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period:
D=((l/0.020(h)')'
Where: D=(Control Volume /3.5days x00.400ono/duy)
� 0013cfn
hd / 2
=0.49
Solving for D:

D = 0.83 pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):
Q= 0.010 cfs
Draw Down Period = 4,32 days OK, < 5.0
6. SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q10 flow <1.0 feet:
Using Rational Formula (Q=CIA) where:
..........................
...........................
Cimper X, i
Cpery ....:.............U..:,#3
110 7_t10<in/hr
A 1.79 ac
Q10 = 6.73 cfs
Assuming 1/2 circumference is used as weir and using
Francis Formula (Q=3.33LH"5) to solve for L such that H = 1.0:
L = 2.02 Feet
Min 24 inch diameter outlet structure
Use 36 inch diameter outlet structure
7. DETERMINE Q10 STAGE
Q10 = 6.73 cfs
Using Francis Formula (Q=3.33LH''S) solve for H:
H 10 = 0.57 feet
8. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Ccum = 0.54
1100
Q100 = 8.18
Using Francis Formula (Q=3.33LH"') solve for H:
H100 = 0.65 feet

9. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (Q/Cw x L)v3
where: Q = Q100 8.18 cfs
Cw = 3.0
Length tci%feet
H = 0.26 feet
10. FOREBAY SIZING
Compute Actual Pond Volumes (using average end method):
Main Bay Volume
Pond Bottom
Bottom Veg Shelf
Normal Pond
Main Bay Volume =
Eorebay Volume
Pond Bottom
Normal Pond
Forebay Volume =
Total Pond Volume =
Forebay Volume equates to
Temo. Storage Volume
Normal Pond
Temp. Pond Level
Temp. Pool Volume =
10 Yr Storage Volume
Temp Pond Level
Temp. Pond Level
Avg
Incr.
Incr.
ElevationArea
(SF
Area SF
Depth T
Vol (CIF
.....................................................................
5 00
87
8 33
968:
528
3.33
1,757
10 QO
2,961t
1,965
1.67
3,281
5,037 CF
Elevation Area (SF l Area SF e T VolCF
..........................
...........................
5.00 5
10 00 546 276 5.00 1,378
1,378 CF
6,415 CF
21.5 % of Total Volume
Cum.
VolCF
1,757
5,037
VolC
1,378
Elevation Area (SF 1 Area (5F1 Depth (FT I Vol (CF 1 Vol (CF1
10.00 3,507
3,897 0.98 3,819 3,819
3,819
Elevation Area SF Area (SE Depth (FT VolC VolCF
10.98 4,286
1155 ". 4,765 4,526 0.57 2,575 2,575

Temp. Pool Volume = 2,575 CF
100 Yr Storage Volume : Elevation Area (SEArea (SF I e t Vol (CE) Vol (CF)
Temp Pond Level 10.98 4,286
Temp. Pond Level 11.63 4 834 4,560 0.65 2,953 2,953
Temp. Pool Volume = 2,953 CF
11. SUMMARY
Pond Elevations:
Top Berm (minimum)
H= 0,26
100-Yr. Flood
H100 = 0.65
10-Yr. Flood
H10 = 0.57
1-inch Storage
storage
depth = 0,96
Permanent Pool
pond depth = 5
Pond Bottom
12. WET DETENTION BASIN SUPPLEMENT
Basin Bottom Elevation
5.00
Perm. Pool Elevation
10.00
Temp. Pool Elevation
10.98
Perm Pool Surface Area
3,507 SF
Drainage Area
1.79 AC
Impervious Area
1.06 AC
Perm. Pool Volume
6,415 CF
Temp Pool Volume
3,819 CF
Forebay Volume
1,378 CF
SA/DA
4.439
Diameter of Orifice
0.75
Design Rainfall
1"
Relative
Actual
6.89
11.89
6.63
11.63 (emerg. weir elev)
6.55
11.55
5.98
10.98 (primary weir elev)
5.00
10.00 (invert out elev)

Stormwater Treatment/Erosion Control
Narrative
Handy Mart — No. 3 Township — Pamlico County
Bunn -Brantley Enterprises, Inc. proposes to construct a 2,800 sf convenience mart and
associated sitework on a 1.79 acre tract located on N.C. 55 approximately 3.0 miles west of
Grantsboro. The site is currently vacant and wooded. The project site is tributary to the
North Prong of Bay River in the Neuse basin.
The proposed development activities are high density (BUA=59.4%), therefore, stormwater
treatment facilities are required. Because the site is located adjacent to class SC waters, a
wet detention pond, designed for 90% TSS removal, is proposed to meet the DWQ
requirements for stormwater treatment.
All stormwater emanating from impervious surfaces that is generated on -site shall be
collected and directed to the rear of the site via a piped system.
The treatment system will require periodic maintenance. Maintenance frequency shall be
dictated by depth of sediment in the basins. Sediment depths shall be checked by the
owner on a periodic basis.
Existing soils on site are fine sands underlain by denser and less pervious strata at greater
depths.
It is proposed to utilize the storage basin for sediment storage during construction. Upon
stabilizing the site, the contractor will be required to remove accumulated sediments and
restore the basin to the design elevations.

?76* 48',
0.00" W 076* 47
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SCALE 1:24000
0
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KILOMETER
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k,) laao, m pi , inc

North Carolina Secretary of State
http: //www. secretary. state. nc. us/corporations/Corp. aspx?Pitemld=...
CORPORATIONS
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Date: 2/23/2007
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Report i
Corporation Names
Name Name Type
NC E. J. Pope & Legal
Son, Inc.
Business Corporation Information
SOSID:
1171340
Status:
Current -Active
Date Formed:
12/12/1960
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Thompson, Kaye W.
Registered
1092 N Breaeeale Ave.
Office Address:
Mount Olive NC 28365
Registered 1092 N. Breazeale Ave.
Mailing Address: Mount Olive NC 28365
Principal Office 1092 N. Breazeale Ave.
Address: Mount Olive NC 28365
Principal Mailing PO Box 649
Address: Mount Olive NC
28365-0649
Stock
Class Shares No Par Value Par Value
COMMON 1000 100
1 of 2 2/23/2007 8:54 AM

Type.... Detention Time Page 10.06
Name.... P 10 OUT Tag: 10 yr Event: 10 yr
File.... I:\Projects\05103\ Engineering\Calculations\PondPak\05103_GRASS_SWALE_2.PPW
Storm... Suffolk 10yr Tag: 10 yr
DETENTION TIMES.SUMMARY
HYG Dir = I:\Projects\05103\ Engineering\Calculations\PondPak\
Inflow HYG file = work_pad.hyg -.P 10 IN, 10 yr
Outflow HYG file = work pad.hyg - P 10 OUT 10 yr
Pond Node Data = P 10
Pond Volume Data = P 10
Pond Outlet Data = PR 10
Infiltration = 2.61 cfs
APPROXIMATE DETENTION TIME
---------------------------------------
Tp, Outflow + Infilt. = 1.0579 hrs
Tp, Total Inflow = .5914 hrs -
Peak to Peak = .4665 hrs
---------------------------------------
..
V
S/N: 021801007081 MSA PC
PondPack Ver. 9.0046 Time: 3:31 PM Date: 12/20/2006

02/20/2007 10:53 FAX [phone]
FILE No.464 02/20 '07 13*4 ID:BUNN-BRMTLEY
r,4,
February 20, 2007
Mr. E.J. Pape III
E.J. Pope & Son Inc.
P.O. Box 649
Mt, Oliva, NC 28365
Re: Dandy Mart #169 Site —1.79 acre tract —N.C. i3ighv ry 55
Dear Mr. Pope:
FEB 2 3 2007
DWQ-tNARO
Please accept this as my authorization to oanstiuct portior if a driveway on my property
for the proposed Handy Mart 4169 Site.
My property is adjacem to this site and recorded in Plat 0 P. A Slide 99-2 at the Pamlico
County Registry of Deeds. The design for tbia encroacbm at is shown on a rasp entitled
"She/Utility Plea" and was prepared by Jahn L. Pierce & , ;soci&tc*dwvd February14,
2007.
Should you have any questions or need any additional info nation cmng this
matter, please feel free to contact me.
Sincerely,
amie 5. Wt'lkes, J'residetrt
WUkes Properties Tnc,

RECEOVED
NCDENR
North Carolina Department of Environment and Natural Resources FEB 2 3 2007
943 Washington Square Mall, Washington NC 27889 [phone] FAX [phone]
Request for Express Permit Review DWQ-WARO
FILL-IN all information below and CHECK required Permit(s).
Please include this with the application package upon submittal. Project application received after 12 noon will be
stamped in the following work day. Thank you! Lyn Hardison Iyn.hardison(cncmail.net
APPLICANT Name i5 i
Company _�j0
PROJECT Name
d 0 11 Z 11c.
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required
❑ STREAM ORIGIN Determination; # of Stream calls; Stream Name
County Oa/ ); (L)
❑ No
R"S' TORMWATER ❑ Low Density 1 High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter High Density -Infiltration ❑ Off Site
PROJECT SYSTEM(S) TRIBUTARY TO J. P¢of)(, I AIV9ZSTREAM NAME nI�US_�RIVER BASIN
------------------------------------------------------------------------------------------------------------------------------ ----------------------------------
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
QUALITY �osion and Sedimentation Control Plan with Z' acres to be disturbed. CK #
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted [—]Greater than 0.5 AC Wetlands Impacted
CIRCLE Y/N: 401 Application ❑Yes ❑ No 404 Application in Process w/USCOE ❑Yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
CHECK #
SUBMITTAL DATES:
Fee Split for multiple permits:
SW
$
CAMA
$
LQS
$
401
$
Total Fee Amount $

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING —LAND PLANNING —MAPPING
P.O. BOX 1685
JACKSONVILLE, NC 28541
017FICE: [phone] FAX: [phone]
E-MAIL: bcttvbl�i,ilpnacom
Or briani nujlpnc.com
TO: Samir Dum Dor
N.C. Department of Environment & Natural
Resources
943 Washington Square Mall
Washington. NC 27889
Letter of Transmittal
DATE:
Februaij 21, 2007
ATTENTION: 94 Ec FIE
piy D
Snmir Dmn pr 9�ISmll tJ �! t�L�d
Rs:
Bunn-nranllc /Handy Marl tl169
UVVV-VVHt(U
COPIES DATE NUMBER DESCRIPTION
1 Request for Express Permit Review
2 Stormwater application
Sets of plans
1 Stormwater & Erosion Narrative
1 Pond Calculations
1 Encroachment Authorization Letter
1 Check in the amount of $4.000.00
I Soils report
SIGNED: / a�:zye-

RECEOVEID
FEB 2 3 2007
NARRATIVE
FOR ®WQ-WAR®
SEDIMENTATION AND EROSION CONTROL
E.J. POPE & SON INC.
HANDY MART 4169
NO. 3 TWP., PAMLICO COUNTY, NC
FEBRUARY, 2007
This site contains 1.79 acres and is located on N.C. Highway 55 approximately 0.20
miles East of its intersection with NCSR 1241. The site is bound on all sides by vacant
property.
The site will have limited grading and will be restricted to only site construction as
shown on the attached plans. Site is to have a closed piping network that drains into
existing ditch. Site is vacant, site will be served by an offsite private septic service.
The land disturbing activities shall take place as shown on the plans. During all phase of
the construction the sediment must be contained on the site. The soil exposed area shall
be seeded according to the plans and Seeding Specifications.
The construction will begin around March, 2007. The grading and seeding should be
completed within approximately 90 days from the date the land disturbing activities
begins.
In order to prevent excessive soil erosion and siltation a vegetative ground cover should
be established as soon as possible. The Contractor shall complete the grading to the
proper cross section as soon as possible and perform seeding work within two (2)
working days after any phase of the construction is complete. Mulching will be required
on all seeded areas.
SITE PREPARATION
Grading or clearing of the areas should be done in such a way to leave the soil in
the best possible condition for seeding. This includes leaving as much topsoil as
possible or replacing where needed to modify the condition.
2. Where feasible, grade and shape slopes to a 3:1 ratio slope or flatter to permit
the use of conventional equipment for seedbed preparation, seeding, mulch
application, and anchoring and maintenance operations.
3. Grading and shaping is desirable, but not necessary when seeding is done by other
than conventional means, such as with hydraulic equipment or by hand.

No seedbed preparation is necessary on most soil and site conditions where
seeding is done immediately after excavation or spoil spreading is completed.
Where this type of seeding is done, the excavation work should be completed
during the optimum seeding date for the desired plant or mixture of plants.
Where adverse soil conditions require modifications, apply at least 3 to 4 inches
of topsoil or similar soil material. The use of topsoil should be considered where
the soil texture at the site is sandy clay, silty clay, or clay. Ripping prior to the
addition of new material is usually needed.
6. Remove all woody material, loose rock, and other obstructions that may interfere
with planned seeding and maintenance operations.
LIME AND FERTILIZER
Where soils are reasonably uniform, lime and fertilize according to soil test. In the
absence of a soil test, apply 2 tons finely ground dolomitic limestone per acre (92 pounds
per 1,000 square feet) and 500 to 800 pounds of 20% superphosphate or equivalent per
acre (12 to 18 pounds per 1,000 square feet). Additional amounts and analysis of
fertilizers to use at seeding are:
Grasses alone - 800 to 1,000 pounds per acre of
10-10-10, or equivalent (18-23 pounds per I,000
square feet).
Grasses and legumes or legumes alone - 800 to
1,000 pounds per acre of 5-10-10 or equivalent
(18 - 23 pounds per 1,000 square feet).
Normally an additional application of 30-50 pounds
of nitrogen per acre is needed within three (3)
to twelve (12) months to establish grass plantings.
Application should be timed to growing cycle of the
species being established.
SEEDBED PREPARATION
Work lime ad fertilizer into the soil where conventional equipment can be used.
Use disk or similar equipment to prepare to depth of 3 - 4 inches. Use ripper
if necessary.
2. Lime and fertilizer may be applied with seed mixture when a hydroseeder is used
and where mulch will be applied. Seedbed preparation may not be necessary
where hydro -seeding equipment is used.

Slopes that are too steep for conventional equipment (2:1 or steeper) should be
with hydro -seeding equipment.
Where hydro -seeding equipment is not available for use on steep slopes, scarify the soil
surface with a chain harrow, pick chain, grader blades with chisels, hand tools, or other
equipment that will pit the soil or make trenches approximately 1-2 inches deep, 6-12
inches apart across the slope in which the seed can lodge and germinate.
SEED SPECIFICATIONS
Seed specifications on contracts:
a. Specifications shall state the minimum seed purity percentage
and minimum germination percentage that is acceptable for
species being used.
Seed containing prohibited or restricted noxious weeds may
not be accepted.
C. All seed shall be labeled to show that it meets the requirements
of North Carolina Seed Law.
d. All seed used shall have been tested within six (6) months
immediately preceding the date of seeding.
e. The inoculate for treating legume seed shall be prepared specifically
for the species. Inoculates shall not be used later than the date
indicated on the container. Twice the supplier's recommended rate
of inoculate will be used on dry seedings; four times the recommended
rate if hydro -seeded.
2. Where hydraulic seeding equipment is used, seed, fertilizer, and
wood -fiber mulch materials are mixed into a slurry with water. Care should
be used to spread the mixture evenly and soon after the mixture is made.
Keep the mixture well agitated when seeding.
3. Where conventional equipment is used, seed shall be applied uniformly with
cultipacker-seeders, drills, rotary seeders, or other mechanical seeders. Any
equipment that will apply seed uniformly is acceptable. Seedings may be done
by hand on areas where it is not practical and feasible to use equipment. When
seeding by hand, sow one-half in one direction and the other half at right angles
to the first. Cover seed to a depth of approximately 1/2 to 1 inch, depending
on the size of the seed.

When cultipacker-seeder is not used, firm seedbed and cover seed with
cultipacker or similar equipment, before or after mulching depending upon type
mulch used and method of anchoring mulch that is used.
4. On dikes, ditchbanks, etc., seeding may be made by broadcasting the seed on
spoil areas and side slopes immediately following excavation or spoil spreading.
ESTABLISHMENT WITH VEGETATIVE MATERIAL
Areas that will be subject to traffic and routine mowing in residential,
commercial, or industrial developments may be established by using grass stolons
(sprigs or runners). Precaution should be used to make certain only fresh, moist
planting material is used.
A. Planting Methods for Bermudagrass
(1) Prepare a smooth seedbed, shred stolons, broadcast and
disk into the top 1 - 2 inches of soil, and firm the soil. Plantings
may be made with a transplanter or hand planting tools.
(2) Open shallow furrow 24 - 30 inches apart, drop clumps of
stolons in furrow and cover 1 - 2 inches deep, and smooth
and firm the soil.
(3) Fill burlap bags with Bermudagras roots and soil. Place bags
10 - 15 feet apart in small gullies or scouring ditches.
(4) Spread 3 - 4 inches of soil filled with Bermudagrass roots
and firm the soil.
2. Crownvetch, kudzu, maidencane, and similar plants may be planted in furrows;
excavated holes; or with spade, dibble or similar hand tools. When planting in
excavated holes, dig holes large enough to allow roots to spread out to full length.
When planting in "pot" holes or furrows, place about a level tablespoon of
fertilizer per plant in the bottom of the hole or furrow and cover with fresh soil
before planting. Set plants slightly deeper than they grew in the nursery and firm
the soil. If vegetative materials are not dormant, water during planting operations.
MULCHING
Mulch is essential on steep, erosive sites where plant establishment may be expected to
be different. It is the responsibility of the conservationist to determine the need for
mulching based on the hazards involved; consider materials available; and determine
specifications for the job.

Mulching Materials:
A. Dry, unchopped„ unweathered small grain straw or hay free of seeds of
competing plants - Spread at the rate of 1 - 2 tons per acre depending upon
the site and season. Evenly spread mulch over the area by hand or
mechanical equipment. Apply mulch uniformly so that about 25% of the
ground surface is visible.
B. Sericea lespedeza seed bearing stems at a rate of three tons per acre - This
mulch may be applied green or dry but must contain mature seed. Liming,
fertilizing, and land preparation should precede application of the Sericea
mulch.
C. Broomsedge hay mulch - Spread where it is desirable to establish this
native plant.
D. Shredded or hammennilled hardwood bark - Spread at a rate of 35 cubic
yards per acre. On slopes of 2:1 or steeper, increase rate to 40 cubic yards
per acre. Do not apply asphalt material to tack the hardwood bark.
E. Local materials such as burlap and pine boughs - Cover entire area; secure
in place if flowing water is involved. Do not us green pine branches were
pine trees are to be planted because of possible insect or disease injury
to plantings.
F. Barnyard manure and bedding - Apply uniformly so that about 25% of the
ground surface is visible.
G. Jute matting is a coarse, open -mesh material woven of heavy jute twine. It
may be used in place of mulch or sod and has the strength to withstand
waterflow. It is an accepted practice to sow half the seed before placing
the matting. Sow the remaining half after the matting is laid. See the
manufacturer's specifications for installing.
H. Wood fiber (excelsior) is available as mulch material to be blown on after
seeding or as a mating to be stapled on steep slopes, waterways, etc. Seed
the manufacturer's specifications for installing.
Wood cellulose fiber mulch is mixed with seed, fertilizer, and water. The
resulting slurry is sprayed on with hydraulic seeding equipment. Use at
the rate of 500 pounds per acre where straw or hay is to be applied. Use at
the rate of 1,000 to 1,500 pounds per acre without other mulching
materials. Applied in a slurry, wood cellulose fiber mulch is self -
anchoring.

J. Other commercial products, such as fiberglass and various kinds of
nettings, are available. Manufacturer's directions should be followed for
applying and securing in place.
2. Mulch Anchoring Methods
Anchor mulch immediately after placement to minimize loss by wind and water.
Consider size of area, type of site, and cost and select one of the following:
A. Mulch anchoring tool with a series of flat notched disks that punch and
anchor mulch material into the soil. A regular farm disk weighted and set
nearly straight may substitute but will not do ajob comparable to the mulch
anchoring tool. This disk should not be sharp enough to cut up the mulch.
The soil should be moist, free of stones or roots and loose enough to
permit penetration to a depth of 3 inches. Operate as near as practical to
the contour.
B. Mulch neetings - Staple light weight paper, jute, cotton, plastic, or wire
nettings to the soil surface according to manufacturer's specifications.
These nettings are usually in rolls 3 to 4 feet wide and up to 300 feet long.
C. Peg and twine - Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of
the soil surface every 4 feet in all directions. Stakes may be driven before
or after applying mulch. Secure mulch to soil surface by stretching twine
between pegs in a criss-cross within a square pattern. Secure twine around
each peg with two or more round turns. Poles and stakes may also be used
to secure brush in place.
D. Silt - With a square pointed spade, cut mulch into the surface soil in
contour rows 18 inches apart.
E. Asphalt mulch tie -down - Asphalt sprayed uniformly on the mulch as it is
ejected from the blower is more effective than applied as separate
operation. Apply so area has uniform appearance. Rates of application
will vary with conditions. The higher the grade number assigned each
type of asphalt the higher the percentage of asphalt residue. Asphalt
should not be used in freezing weather.
(1) Emulsified Asphalt - Apply uniformly 0.04 to 0.08 gallons
per square yard or 200 to 400 gallons per acre of rapid setting
(RS-1, CRS-1, RS-2, or CRS-2), medium setting (MS-1, MS-2, or
CMS-2); slow setting (SS-1 or CSS-1).

Rapid setting (RS or CRS) is formulated for curing in less than
24 hours even during periods of high humidity. Best for spring
and fall.
Medium setting (MS or CMS) is formulated for curing within 24
to 48 hours.
Slow setting (SS or CSS) is formulated for use during hot,
dry weather with 48 hours or more curing time.
Note - In areas of playing children or pedestrian traffic, asphalt
application could cause problems of "tracking id' on rugs;
damage shoes, clothing, etc. Use types RS or CRS to minimize
problem.
F. Mulch can be anchored with rye for fall plantings or millet for summer
plantings. Use 1/4 to 1/2 bushel or rye or 15 pounds of millet per acre
broadcast ahead of mulch application.
MAINTENANCE
Maintenance is the most important controllable factor in retaining an effective vegetative
cover.
Control of Competition
Competitive weed growth during the period of establishment should be
controlled by mowing and/or with herbicides. When chemicals are used,
follow current North Carolina Agricultural Experiment Station's chemical
weed control recommendations and adhere strictly to instructions on label.
2. Irrigation
If soil moisture is deficient, supply new planting with adequate water (3-
4" penetration) for plant growth at 10-day intervals, if needed, until they
are established. This is most important on late season plantings, in
abnormally dry or hot seasons.
SEEDING VARIETY
During the month of .lure, July and August a temporary vegetative seeding application
will be used due to the season of the year. The seeding recommendation for this time of
year is Sudangrass applied at the rate of 35-45 pounds. 1,000 pounds of 10-10-10
fertilizer, and 2,000 pounds of lime per acre.

During the months of September, October, and November if there is any remaining areas
that have not been stabilized the seeding application of tall fescue' will be applied at the
rate of40-60 pounds, 1,000 pounds of 10-10-10 fertilizer, and 2,000 pounds of lime per
acre. The tall fescue shall also be applied to the areas that were seeded in the months of
June. July and August.

OPERATION AND MAINTENANCE REQUIREMENTS
FOR
STORMWATER MANAGEMENT SYSTEM
FOR
E.J. POPE & SON INC.
HANDY MART #169
NO. 3 TWP., PAMLICO COUNTY, NC
FEBRUARY, 2007
AUTHORITY
The operation and maintenance requirements contained herein are to be
provided for E.J. POPE & SON INC.
II. MAINTENANCE AND INSPECTION OF STORM DRAINAGE SYSTEM
A detention pond will be incorporated to treat project stonnwater.
A. Storm Drainage Pipes
Sediment deposits shall be removed from the storm drainage pipes when
the sediment depth equals one third of the inside pipe diameter.
Frequency of inspection shall be based on a Bi-monthly schedule to
measure sediment
levels and for the removal of other debris.
B. Sediment Deposit Removal
The sediment deposits shall be removed when the deposits have
accumulated to the depth established for that structure. The sediment
shall be removed and placed in a N.C. approved sanitary landfill.
C. Detention Pond
Maintain 3:1 side slopes and 6:1 vegatative shelf around entire perimeter
of pond. Pond shall be inspected on a bi-montly schedule to measure
sediment levels for possible removal.
CONSTRUCTION SEQUENCE
FOR

SEDIMENTATION AND EROSION CONTROL
FOR
E.J. POPE & SON INC.
HANDY MART 4169
NO. 3 TWP., PAMLICO COUNTY, NC
FEBRUARY, 2007
AUTHORITY
Obtain plan approval for Sedimentation and Erosion Control before any
land disturbing activities begins.
2. Construct gravel construction entrance and install silt fence as required.
3. Grading and tilling can be done only in areas that have proper sediment
control devices that trap sediment on the site.
4. Apply the following seed, fertilizer and lime to all exposed soil areas.
(See specifications for method of application):
For July and August apply 35-45 pounds Sudangrass, 1,000
pounds fertilizer and 2,000 pounds lime per acre. For September,
October and November apply 40-60 pounds Fescue, 1,000
pounds fertilizer, and 2,000 pounds lime per acre.
All seeding areas shall be mulched.
6. Commence site construction.
NOTE: SEED ANY PORTION OF THE LAND DISTURBING AREA
IMMEDIATELY THAT HAS BEEN BROUGHT TO FINAL GRADE ON ANY
PHASE OF GRADING OPERATION.

DEPTH TO WATER TABLE RATING FOR PAMLICO COUNTY, NORTH CAROLINA
HANDY MART
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National Cooperative Soil Survey
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DEPTH TO WATER TABLE RATING FOR PAMLICO COUNTY, NORTH CAROLINA
MAP LEGEND MAP INFORMATION
Depth to Water Table
(January to December), (All Components, &IQ, [cm] Source of Map. Natural Resources Conservation Service
❑o-2s
Web Soil Survey URL: http:/Mebsoilsurvey.nres.usda.gov
❑25-50 Coordinate System: UTM Zone 18
❑so .100
❑100-150 Soil Survey Area: Pamlico County, North Carolina
Spatial Version of Data: 6
❑> 2z00 ❑t o Soil Map Compilation Scale: 1:24000
oo
Soil Map Unrls
0 Cities
[]Detailed Counties
QDetailed States
—Interstate Highways
—Roads
—Rails
—Water
—Hydrography
„.roceans
Map comprised of aerial images photographed on these dates:
1993
The orthophoto or other base map on which the soil lines were compiled and
digitized probably differs from the background imagery displayed on these maps.
As a result, some minor shifting of map unit boundaries may be evident.
USDA Natural R—.,,+ Web Soil Survey I.I 2/202007
Niiiiiiiiiiii fommminn S.'At: National Cooperative Soil Survey Page 2 of4

Depth to Water Table Rating FIANDY MART
Tables - Depth to Water Table
Summary by Map Unit - Pamlico County, North Carolina
Soil Survey Map Unit Name Rating (centimeters) Total Percent of AOI
Area Map Acres in
Unit Symbol ACT
Sk Stockade loamy 0 3.1 100.0
tine sand I
Description - Depth to Water Table
This attribute represents the depth to a water table in the soil during the specified months. Water Table refers to a saturated
zone in the soil. Estimates of the upper limit are based mainly on observations of the water table at selected sites and on
evidence of a saturated zone, namely grayish colors (redoximotphic features) in the soil. A saturated zone that lasts for Tess
than a month is not considered a water table.
In the underlying database, this attribute is actually recorded as three separate values. A low value and a high value indicate
the range of this attribute for the corresponding component. A "representative" value indicates the expected value of this
attribute for the corresponding component. For this soil property, only the representative value is used.
Parameter Summary - Depth to Water Table
Units of Measure centimeters
Aggregation Method: All Components
Aggregation is the process by which a set of component attribute values is reduced to a single value that represents the map
unit as a whole.
A map unit is typically composed of one or more "components'. A component is either some type of soil or some nonsoil
entity, e.g., rock outcrop. For the attribute being aggregated, the first step of the aggregation process is to derive one attribute
value for each of a map unit's components. From this set of component attributes, the next step of the aggregation process
derives a single value that represents the map unit as a whole. Once a single value Jor each map unit is derived, a thematic
map for soil map units can be rendered. Aggregation must be done because, on any soil map, map units arc delineated but
components are not.
For each of a map units components, a corresponding percent composition is recorded A percent composition of 60 indicates
that the corresponding component typically makes up approximately 60%of the map unit. Percent composition is a critical
factor in some, hilt not all, aggregation methods.
The aggregation method "All Components" reruns the lowest or highest attribute value among all components of the map
unit, depending on the corresponding "tie -break" ode. In this case, the "tie -break" rule indicates whether the lowest or highest
value among all components should he returned For this aggregation method, percent composition ties cannot occur.
The result returned by this aggiegation method represents either the minimum or maximum value of the corresponding
attribute throughout the map unit. The result may wel I he based on a map unit component of very minor extent.
Component Percent Cutoff..
Components whose percent composition is below the cutoff value will not be considered. If no cutoff value is specified, all
components in the database will be considered. The data for some contrasting soils of minor extent may not be in the
database, and therefore are not considered.
Tic -break Rule: Lower
The tie -break rule indicates which value should be selected from a set of multiple candidate values, or which value should be
selected in the event of a percent composition tie.
USDA Nmaai R..urc Web Soil Spa ey I.I 2/20/2007
C"m A.... vfl,, Nalional coopennivc Soil snrvcy Page 3 of 4

Depth to Water Table Ratir
Interpret Nulls as Zero: No
HANDY MART
This option indicates if a null value for a component should be converted to zero before aggregation occurs. This will be done
only if a map unit has at least one component where this value is not null.
Beginning Month: January
Ending Month: December
USDA N..]Ra.v Web Soil Survey LI 2/20/2007
(lxacn9ion tier.in National Gwpenlive Soil Survey Page 4 of4

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SOIL SURVEY OF PAMLICO COUNTY. NORTH CAROLINA
MAP LEGEND
MAP INFORMATION
L _ __i
Sail Map Units
o
cities
Source of Map: Natural Resources Conservation Service
Interstate Highways
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Roads
+—�
Rails
Coordinate System: UTM Zone 18
Water
Soil Survey Area: Pamlico County, North Carolina
Hydrography
Spatial Version of Data: 6
oceans
Soil Map Compilation Scale: 1:24000
ATAVATAy
Escarpment, bedrock
wvnvA.
Escarpment, non -bedrock
Gulley
nnnunum
Levee
...
Slope
u
Blowout
0
Borrow Pit
A
Clay Spot
♦
Depression, closed
Eroded Spot
Gravel Pit
..
Gravelly Spot
1
Gulley
&
Lava Flow
9
Landfill
.I.
Marsh or Swamp
pp
Miscellaneous Water
Map comprised of aerial images photographed on these dates:
i
Rock Outcrop
1993
+
Saline Spot
..
Sandy Spot
J�
Slide or Slip
0
Sinkhole
*
Sodic Spot
Spoil Area
0
Stony Spot
*
Very Stony Spot
The orthophoto or other base map on which the soil lines were compiled and
digitized probably differs from the background imagery displayed on these maps.
OO
Perennial Water
As a result, some minor shifting of map unit boundaries may be evident.
USDA NaNnl R.r,a Web Sail Sunoy 1.1 2/16/2007
�� canoenagna Serrirr National Cooperative Soil Survey Page 2 of 3

Soil Survcy of Pamlico County, North Carolina Handy Mart
Map Unit Legend Summary
Pamlico County, North Carolina
Map Unit Symbol Map Unit Name Acres in AOI Percent of AO1
t Sk Stockade loamy fine sand 3.4 100.0
USDA Nmurul n.rv,, Web Sail Survcy 1.1 - 2/16/2007
s eunenmion Senin' National Cooperative Soil Survey Page 3 of

Map Unit Description
Pamlico County, North Carolina
Sit Stockade loamy fine sand
Setting
Landscape: Coastal plains
Elevation: 0 to 20 feel
Mean annual precipitation: 42 to 58 inches
Mean annual air temperature: 61 to 64 degrees F
Frost -free period: 190 to 270 days
Composition
Stockade, drained, and similar soils: 80 percent
Stockade, undrained, and similar soils: 10 percent
Description of Stockade, drained
Setting
Landform: Flats on marine terraces, depressions on marine terraces
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy fluviomarine deposits over marly sandy and clayey alluvium
Properties and Qualities
Slope: 0 to 1 percent
Drainage class: Very poorly drained
Capacity of the most limiting layer to transmit water (Ksat):
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate maximum: 0 percent
Gypsum maximum: 0 percent
Available water capacity: Moderate (about 8.6 inches)
Interpretive Groups
Land capability (non irrigated): 3w
Typical Profile
0 to 19 inches: loamy fine sand
19 to 54 inches: sandy clay loam
54 to 80 inches: loamy fine sand
Description of Stockade, undrained
Very low or moderately high (0.00 to 0.57 in/hr)
Setting
Landform: Flats on marine terraces, depressions on marine terraces
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy fluviomarine deposits over marly sandy and clayey alluvium
Properties and Qualities
Slope: 0 to 1 percent
Drainage class: Very poorly drained
Capacity of the most limiting layer to transmit water (Ksat):
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate maximum: 0 percent
Gypsum maximum: 0 percent
Available water capacity: Moderate (about 8.6 inches)
Interpretive Groups
Land capability (non irrigated): 6w
Typical Profile
0 to 19 inches: loamy fine sand
19 to 54 inches: sandy clay loam
54 to 80 inches: loamy fine sand
Very low or moderately high (0.00 to 0.57 in/hr)
USDA Natural Resources
Tabular Data Version: 10
Conservation Service Tabular Data Version Date: 01/19/2007
Page 1 of 3

Map Unit Description
Pamlico County, North Carolina
USDA Natural Resources
Tabular Data Version: 10
Conservation Service Tabular Data Version Date: 01/19/2007
Page 2 of 3

Map Unit Description
Detailed Soil Map Units
The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit
descriptions in this report, along with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified
and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties
of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus,
the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if
ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These
are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components,
however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called
contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small
areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. The contrasting components are mentioned in
the map unit descriptions. A few areas of minor components may not have been observed, and consequently they are not mentioned in the
descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to
delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management
requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of
small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions. Each description indicates the composition of the map unit and selected
properties of the components of the unit.
Soils that have profiles that are almost alike make up a "soil series." Except for differences in texture of the surface layer, all the soils of a series have
major horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use.
On the basis of such differences, a soil series is divided into "soil phases." Most of the areas shown on the detailed soil maps are phases of soil series.
The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase
of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated
groups.
A "complex" consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown
separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6
percent slopes, is an example.
An "association" is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of
present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas
separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes,
is an example.
An "undifferentiated group" is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit
because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area
are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta
soils, 0 to 2 percent slopes, is an example.
Some surveys include "miscellaneous areas." Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example.
Additional information about the map units described in this report is available in other Soil Data Mart reports, which give properties of the soils and the
limitations, capabilities, and potentials for many uses. Also, the narratives that accompany the Soil Data Mart reports define some of the properties
included in the map unit descriptions.
USDA Natural Resources
Tabular Data Version: 10
Conservation Service Tabular Data Version Date: O1/19/2007 Page 3 of 3

Alliance, NC - Google Maps
http://www.google.com/maps?q=Alliance,+NC&ie=UTF8&z--15&11=...
Address Alliance, NC 28509
loft
2/26/2007 10:52 AM