SW7061128_HISTORICAL FILE_20201005

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
(� HISTORICAL FILE
(❑
COMPLIANCE EVALUATION INSPECTION
DOC DATE
L2{�IDD�
YYYYMMDD
I

ROY COOPER
Governor
MICHAEL S. REGAN
.Secretary
BRIAN WRENN
Onecto,
Mr. Manfred D. Alligood, Jr.
1935 West 5 Ih Street
Washington, NC 27889
Dear Mr. Alligood:
NORTH CAROLINA
Environmental Quality
October 5, 2020
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7061128
ABHW Concrete
Beaufort County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7061128 for a stormwater treatment system consisting of a wet
detention pond serving ABHW Concrete located at 347 South Wharton Station Road,
Washington, NC expires on March 20, 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://deci.nc.00v/about/divisions/energv-mineral-land-resources/energv-mineral-tand-
rules/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(a)ncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Camlira Department of Environments Qual r: 1 p. siun of Enery, Mmo at and Land Resourcei
��' Washington Regional Office n43 Wa.^m9[n Squire Alal 1 Wa'hirmon North Carolina S89

North Carolina
Beverly Eaves Perdue
Governor
Mr. Manfred Alligood, Jr.
1935 West 5th Street
Washington, NC 27889
QUA
NCDENR
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
Dee Freeman
Subject: Permit No. SW7061128 Correction
ABHW Concrete
High Density Project
Beaufort County
Dear Mr. Alligood:
It has come to our attention that the Stormwater Permit SW7061128 for ABHW Concrete
facility, was issued to "ABHW Concrete' on March 20, 2007. Please be advised that the name
"ABHW Concrete" does not appear in the NC Secretary of State's database for registered
companies in INC, therefore the Division of Water Quality is reissuing this permit to you as an
owner.
Please note that the expiration date and permit conditions did not change. If you have any
questions regarding this action, please do not hesitate to contact Samir Dumpor at (252) 948-
3959. Thank you for your cooperation.
Sincerely,
Samir Dumpor, P.E.
Environmental Engineer
Cc: Washington Regional Office
North Carolina Division of Water Quality Internet: www ncwatertlualily to
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
NorthCarolina
Natural&
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110 % Post Consumer Paper

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�OF W A 7F9p Michael F. Easley, �ernar
-� 9 William G. Ross Jr, Secretary
r North Carolina Deparmtmt of Envnonn ent and Natural Resources
O Y Alan W. Urnek. P.E. Director
Division of Water Quality
March 20, 2007
ABHW Concrete
Attn.: Manfred D. Alligood, Jr.
1935 West 5" Street
Washington, NC 27889
Subject Permit No. SV 7061128
ABHW Concrete
High Density Stormwater Project
Beaufort County
Dear Mr. Alligood:
The Washington Regional Office received a completed Stormwater Application for the subject project on
January 9, 2007. Staff review of the plans and specifications has determined that the project, as proposed, will comply
with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7061 128
dated March 20, 2007 to ABHW Concrete for wet detention pond to serve the ABHW Concrete located at 347 South
Wharton Station Road in Washington, NC.
This permit shall be effective from the date of issuance until March 20, 2017 and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stor water
management system will result in future compliance problems. The issuance of this permit does not resolve any
previous violations of the stormwater rules for construction without a permit
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit This
request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information conoeming this matter, please contact Samir
Dumpor or me at [phone].
ncerely,
�I I'mt
All odge, fnal Supervisor
Surface Water Protection Section
Washington Regional Office
CO: Hood Richardson, PE
aufort County Building Inspections Department
V'Washington Regional Office
Central Files
North Carolina Division of Water Quality Interne: C, I I , . TI,".:nano u;r.Jm n
943 Washington Square Mall Phone [phone]
Washington. NC 27889 FaN f2 2)946-92li
NorthCarolina
Naturally
An Eaual Dpaortuno/Affirmatve Action Employer- 50% RewcieJ110%?ost Consumer?aoer

State Storrnwater Management Systems
Permit No. SW7061128
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
ABHW Concrete
Beaufort County
FOR THE
construction, operation and maintenance of stormwater management systems in compliance with the provisions of
15A NCAC 2H.1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management
plans and specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit for a wet detention pond to serve the ABHW Concrete located at 347
South Wharton Station Road in Washington, NC.
This permit shall be effective from the date of issuance until March 20, 2017 and shall be subject to the following
specified conditions and limitations:
DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater describe: in the appliation
and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
2 of this permit, the Project Data Sheet.
3. A maximum of 50,185 square feet of built upon area is allowed on this 3.91 acre site.
4. All stormwater collection and treatment systems must be located in either dedicated .common areas or
recorded easements. The final plats for the project will be recorded showing all such required easements, in
accordance with approved plans.
5. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of
the permit.

DIVISION OF WATER QUALITY
WET DETENTION POND - PROJECT DATA
Project Name:
ABHW Concrete
Permit Number:
SV 7061128
Location:
Beaufort County
Applicant:
ABHW Concrete
Mailing Address:
1935 West 5'" Street
Washington, NC 27889
Application Date:
01/09/2007
Receiving Stream:
Maple Branch
Classification of Water Body:
C; Sw, NSW
Total Site Area:
3.91 ac
Drainage area:
3.91 ac
Total Impervious allowed on site:
50,185 sf
Wet Pond Depth:
4.0 f
Required Storage Volume:
4,542 cf
Provided Storage Volume:
6,202 cf
Required Surface Area:
4,598 sf
Provided Surface Area:
5,125 sf
Controlling Orifice:
1-3/8 inch @ elevation 9.50 ft

6. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as
swales) shown on the approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
8. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the pemittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The pemittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
II. SCHEDULE OF COMPLIANCE
The pemittee will comply with the following schedule for construction and maintenance of the stomwater
management system.
a. The stomwater management system shall be constructed in its entirety, vegetated and operational
for its intended use prior to the construction of any built -upon surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
3. The pemittee shall at all times provide the operation and maintenance necessary to assure the permitted
stomwater system functions at optimum efficiency including, but not limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
Records of maintenance activities must be kept and made available upon request to authorized personnel of
DWQ. The records will indicate the date, activity, name of person performing the work and what actions were
taken.
5. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from an appropriate designer for the system installed certifying that the permitted tecility has been
installed in accordance with this permit, the approved plans and specifications, and other supporting

f
documentation. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of
five years from the date of the completion of construction.
III. GENERAL CONDITIONS
1.' This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials
as may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-
215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in writing a request for
an extension along with appropriate application fee.
Permit issued this the twentieth day of March, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
L Lo r--
for Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7061128

ABHW Concrete
Stormwater Permit No. SW7061128
Designer's Certification
I, , as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the project,
for
(Project)
(Project Owner)
hereby state that to the best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
Signature
Registration Number_
Date
Certification Requirements:
1
_2.
3.
4.
5.
6.
7.
8.
9.
10
The drainage area to the system contains approximately the permitted acreage.
The drainage area to the system contains no more than the permitted amount of built -upon area.
All the built -upon area associated with the project is graded such that the runoff drains to the
system.
All roof drains are located such that the runoff is directed into the system.
The outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
Trash rack is provided on the outleUbypass structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3,1.
The inlets are located per the approved plans and do not cause short-circuiting of the system.
The permitted amounts of surface area and/or volume have been provided.
Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf, and a forebay.
The required system dimensions are provided per the approved plans

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
March 5, 2007
ADDENDUM TO SOILS REPORT
ABHW Concrete
Requested revision by letter of February 23,2007 of
Stormwater Permit SW 7061128
Beaufort County
This site is on the contact between Seabrook and Tarboro soils. Therefore, neither designation, when
taken separately, is adequate.
Attached are copies of pages from the Beaufort County Soils Report that describe both Tarboro and
Seabrook soils. 71
Hood-L.,Richaidson, PE
MAR 16 Zoo/

Beaufort County, North Carolina
mile north on Secondary Road 1742, about 800 feet
southeast on a farm lane, 300 feet south of the road, in
a cultivated field (State plane coordinates 645,000 feet
N., 2,657,000 feet E.):
Ap-0 to 6 inches; grayish brown (10YR 5/2) fine sandy
loam; weak fine granular structure; very friable;
many fine and medium roots; strongly acid; clear
smooth boundary.
Btg1-6 to 14 inches; gray (10YR 5/1) clay; few fine
distinct brownish yellow (10YR 6/6) and few fine
prominent reddish brown (5YR 5/4) mottles;
moderate fine angular and subangular blocky
structure; friable, slightly sticky and slightly plastic;
common distinct clay films on faces of peds; many
fine roots; very strongly acid; clear smooth
boundary.
Btg2-14 to 29 inches; gray (10YR 5/1) clay; few fine
distinct yellowish brown (10YR 5/8) mottles;
moderate medium and coarse angular blocky
structure; firm, sticky and plastic; common distinct
clay films on faces of peds; many fine pores; few
fine flakes of mica; very strongly acid; clear smooth
boundary.
Btg3-29 to 36 inches; mottled dark gray (10YR 4/1),
light gray (IOYR 6/1), brownish yellow (10YR 6/8),
and strong brown (7.5YR 5/8) clay loam; many
pockets of sandy clay loam; weak medium
subangular blocky structure; firm, sticky and plastic;
common distinct clay films on faces of peds; many
fine roots; few fine pores; few fine flakes of mica;
very strongly acid; gradual smooth boundary.
BCg-36 to 56 inches; light gray (10YR 6/1) sandy clay
loam; pockets of clay; common medium distinct
brownish yellow (10YR 6/8) and strong brown
(7.5YR 5/8) mottles; weak fine and medium
subangular blocky structure; friable, slightly sticky
and slightly plastic; few fine roots; few fine flakes of
mica; very strongly acid; gradual smooth boundary.
Cg-56 to 65 inches; mottled light gray (10YR 7/1) and
brownish yellow (10YR 6/8) sandy loam; lenses of
sandy clay loam; massive; friable; few fine flakes of
mica; very strongly acid.
The thickness of the solum ranges from 44 to 56
inches. Reaction ranges from extremely acid to slightly
acid throughout the profile, except where the surface
layer has been limed.
The A horizon has hue of 10YR or 2.5Y, value of 3 to
6, and chroma of 1 or 2.
The Btg horizon has hue of 10YR, value of 4 to 6,
and chroma of 1 or 2. It is clay, silty clay, or clay loam.
The BCg horizon has hue of 10YR to 5Y or is neutral
in hue. It has value of 4 to 7 and chroma of 0 to 2. It is
75
clay loam, silty clay loam, sandy clay loam, or clay.
The Cg horizon varies in color and texture. In some
pedons it is stratified.
Seabrook Series
The Seabrook series consists of moderately well
drained soils that formed in sandy marine and fluvial
sediments. Slopes range from 0 to 2 percent.
Typical pedon of Seabrook loamy sand; 3 miles west
of Washington on U.S. Highway 264, about 75 feet east
of the road, in a cultivated field (State plane coordinates
675,000 feet N., 2,565,000 feet E.):
Ap-0 to 8 inches; grayish brown (10YR 5/2) loamy
sand; weak fine granular structure; very friable;
many fine roots; slightly acid; clear wavy boundary.
C1-8 to 28 inches; light olive brown (2.5Y 5/4) loamy
sand; few fine distinct olive yellow (2.5Y 6/6) and
light gray (2.5Y 7/2) mottles; weak fine granular
structure; very friable; strongly acid; gradual smooth
boundary.
C2-28 to 37 inches; pale yellow (2.5Y 7/4) loamy
sand; few fine distinct yellowish brown (1 OYR 5/6)
and common fine distinct light gray (2.5Y 7/2)
mottles; massive; very friable and loose; strongly
acid; gradual wavy boundary.
Cg-37 to 80 inches; light gray (5Y 7/1) sand; single
grain; loose; few strong brown concretions 1/4 inch in
diameter; strongly acid.
The combined thickness of the sandy horizons is
more than 60 inches. Reaction ranges from very
strongly acid to slightly acid throughout the profile,
except where the surface layer has been limed.
The Ap horizon has hue of 10YR, value of 3 to 5,
and chroma of 2 or 3.
The C horizon has hue of IOYR or 2.5Y, value of 4
to 7, and chroma of 3 to 6. Its is loamy sand, loamy fine
sand, or sand.
The Cg horizon has hue of 2.5Y or 5Y, value of 5 to
7, and chroma of 1 or 2. It has textures similar to those
of the C horizon.
State Series
The State series consists of well drained soils that
formed in loamy marine and fluvial sediments. Slopes
range from 0 to 3 percent.
Typical pedon of State sandy loam, 0 to 3 percent
slopes; 2.9 miles east of Godley's store on Secondary
Road 1912, about 0.8 mile north on Secondary Road
1910, about 100 feet west of the road, in a cultivated
field (State plane coordinates 583,000 feet N.,
2,690,000 feet E.):

76
Ap-0 to 6 inches; very dark grayish brown (10YR 3/2)
sandy loam; weak fine granular structure; very
friable; many medium roots; moderately acid; abrupt
smooth boundary.
E-6 to 18 inches; light yellowish brown (10YR 6/4)
sandy loam; weak medium granular structure;
friable; immmon fine roots; strongly acid; clear
smooth boundary.
Bt1-18 to 31 inches; yellowish brown (I OYR 5/6)
sandy clay loam; common medium distinct yellowish
red (5YR 5/8) mottles; moderate medium
subangular blocky structure; friable, slightly sticky;
few fine clay films on faces of peds; common fine
roots; strongly acid; clear wavy boundary.
Bt2-31 to 44 inches; yellowish brown (10YR 5/6)
sandy clay loam; common medium distinct pale
brown (10YR 6/3) mottles; weak fine subangular
blocky :structure; friable, slightly sticky and slightly
plastic, few fine clay films on faces of peds; few fine
roots; few flakes of mica; strongly acid; gradual
wavy boundary.
C-44 to 60 inches; light yellowish brown (10YR 6/4)
sandy loam; some lenses of sandy clay; common
medium distinct gray (10YR 6/1) mottles in the
lower part; massive; very friable; common flakes of
mica; strongly acid.
The thickness of the solum ranges from 30 to 50
inches. Reaction is very strongly acid or strongly acid
throughout the profile, except where the surface layer
has been limed.
The Ap or A horizon has hue of 10YR or 2.5Y, value
of 3 to 6, and chroma of 2 to 6. The E horizon has hue
of 10YR or 2.5Y, value of 5 to 7, and chroma of 3 or 4.
The Bt horizon has hue of 7.5YR or 10YR, value of 4
to 6, and chroma of 4 to 8. It is sandy clay loam or
sandy loans.
The C or 2C horizon has hue of 7.5YR to 2.5Y, value
of 4 to 7, and chroma of 2 to 8, or it is mottled. It is
dominantly sandy loam, loamy sand, or sand. In some
pedons it has thin lenses of sandy clay or sandy clay
loam.
Tarboro Series
The Tarboro series consists of somewhat excessively
drained soils that formed in sandy marine and fluvial
sediments. Slopes range from 0 to 5 percent.
Typical pedon of Tarboro sand, 0 to 5 percent
slopes; 1.3 miles south of Washington on U.S. Highway
17, about 0.7 mile west on Secondary Road 1170,
about 0.7 mile west on Secondary Road 1164, about 70
feet north of the road, in a cultivated field (State plane
coordinates 659,000 feet N., 2,569,000 feet E.):
Soil Survey
Ap-0 to 8 inches; dark yellowish brown (10YR 4/4)
sand; weak medium granular structure; very friable;
few fine and medium roots; strongly acid; abrupt
smooth boundary.
C1-8 to 33 inches; strong brown (7.5YR 5/8) sand;
weak medium granular structure; very friable; few
fine roots; strongly acid; gradual wavy boundary.
C2-33 to 40 inches; strong brown (7.5YR 5/8) sand;
common medium distinct white (I OYR 8/2) mottles;
weak medium granular structure; very friable; few
fine roots; few fine flakes of mica; strongly acid;
gradual wavy boundary.
C3-40 to 46 inches; brownish yellow (10YR 6/6) sand;
single grain; loose; few fine flakes of mica; strongly
acid; gradual wavy boundary.
C4-46 to 72 inches; yellow (10YR 7/8) sand; single
grain; loose; few fine flakes of mica; few small
pebbles; strongly acid.
The combined thickness of the sandy materials is
more than 80 inches. Reaction ranges from very
strongly acid to slightly acid throughout the profile,
except where the surface layer has been limed.
The A horizon has hue of 10YR, value of 4 or 5, and
chroma of 3 or 4.
The C horizon has hue of 7.5YR or 1 OYR, value of 5
to 7, and chroma of 3 to 8. It is sand or loamy sand.
Tomotley Series
The Tomotley series consists of poorly drained soils
that formed in loamy marine and fluvial sediments.
Slopes are 0 to 1 percent.
Typical pedon of Tomotley fine sandy loam; 1.2 miles
north of the intersection of North Carolina Highways
306 and 33, about 630 feet west on a farm lane, 50 feet
north of the lane, in a cultivated field (State plane
coordinates 579,000 feet N., 2,655,000 feet E.):
Ap-0 to 7 inches; dark gray (5Y 4/1) fine sandy loam;
weak fine granular structure; very friable; few fine
roots; strongly acid; clear smooth boundary.
E-7 to 11 inches; dark grayish brown (1 OYR 4/2) fine
sandy loam; weak fine granular structure; very
friable; few fine roots; strongly acid; gradual wavy
boundary.
Btg1-11 to 18 inches; gray (1 OYR 5/1) sandy clay
loam; few fine distinct yellowish brown (10YR 5/8)
mottles; weak fine subangular blocky structure;
friable; few faint clay films on faces of peds;
strongly acid; clear irregular boundary.
Btg2-18 to 39 inches; gray (10YR 5/1) sandy clay
loam; common medium prominent strong brown
(7.5YR 5/8) and few medium prominent red

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[phone]
Cased monitor well
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
December 18, 2006
0'-0.8'
Topsoil
0.8' — 7.9'
Medium to fine buff sand
7.4' — 8.8'
Medium rust colored sand
8.8' — 10.1'
Course medium sand, nest colored
Water at 8.6 feet.
Well drilled at pond spill way
0' — 0.9' Topsoil, roots
0.9' — 5.8' Medium to fine buff sand
5.8' — 6.1' Rust colored medium sand
6. F — 7.5' Light blue sandy clay
No free water observed.
Date 12/16/06
By Hood L.Richardson, PG
_ .SEA'
1F
w�,,%ig
F(J21�S (.•
���'•�.� RICS ,%
.... 'rrg4lrr HEN`

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
March 5, 2007
Mr. Samir Dumpor, PE
Environmental Engineer
NC DWQ
Washington Regional ice
943 Washington Square Mall
Washington, NC 27889
Re: StormwaterRequest SW 7061128
ABHW Concrete
Beaufort County
Dear Mr. Dumpor:
Regarding your letter of February 23, 2007:
1. 1 have moved the elevation of the permanent pool to 9.5 feet as requested. Two copies of revised plans
and calculations are enclosed.
2. 1 have changed the elevation of the absorption pool to 12.0 feet as requested.
3. 1 am enclosing descriptive information about the soils.
4. 1 have placed planting species for the vegetative shelf on the plans.
5. Two copies of all of the above are enclosed.
Sincerely,
L. Richardson, PE, PG, PLS

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
March 5, 2007
Mr. Samir Dumpor, PE
Environmental Engineer
NC DWQ
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: StormwaterRequest SW 7061128
AB14W Concrete
Beaufort County
Dear Mr. Dumpor:
Regarding your letter of February 23, 2007:
1. I have moved the elevation of the perminent pool to 9.5 feet as requested. Two copies of revised plans
and calculations are enclosed.
2. 1 have changed the elevation of the absorption pool to 12.0 feet as requested.
3. 1 am enclosing descriptive information about the soils.
4. 1 have placed planting species for the vegetative shelf on the plans.
5. Two copies of all of the above are enclosed.
Sincerely
Hood L. Richardson, PE, PG, PLS

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
December 18, 2006
Date 12/16/06
By Hood L.Richardsorl, PG
Cased monitor well
0' —0.8' Topsoil
0.8' — 7.9' Medium to fine buff sand
7.4' — 8.8' Medium rust colored sand
8.8' — 10.1' Course medium sand, rust colored
Water at 8.6 feet.
Well drilled at pond spill way
0' — 0.9' Topsoil, roots
0.9' — 5.8' Medium to fine buff sand
5.8' — 6.1' Rust colored medium sand
6. l' — 7.5' Light blue sandy clay
No free water observed.

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ABHW CONCRETE
MANFRED D. ALLIGOOD, JR.
STORMWATER TREATMENT STRATEGY
Topography on this 3.91-acre site is suited to a single slonuwaler Ircatmcnt pond. All stormwater is
directed to the wet detention pond by grassed swales.
Temporary treatment pool is in well -established pasture grass, which will provide additional treatment.
The temporary wet detention pool stores 7590 cubic feet of water. Only 4543 cubic feet is required. This
is a 67 percent over capacity.
All slonmvaler will Flow over more than 30 feel of grassed swales or sheet Omv more than 30 feet
before entering the pond.
Pond water flows about 400 feet over pasture and wooded land belbre entering perennial stream.

STORM AND WASTEWATER TREATNIENT
STORM W ATER
Slormwater from the 25 year 24 hour stomi which is 8 inches will be collectcd mrd treated in a pond on
silo. All surface water from operations and roads is either sheet flowed ur collected by smiles and directed
to the stonmwalcr pond. Stonmwater is collected and bled off by orifice m er a period of m o days.
WASTEWATER
On site sewage will be treated in a on site in a ground absorption systcw, permitted by the Beaufort
County Health Department.
Wastewater from operations is generated during the wash out of a uck mixing drums. This
esuinraled to be 6,000 gallons per day.
Treatment of this water passes Ihm a three celled settling basin anangcd so that over How from either
process or stone water from the area will be disposed of in a separate absorption pond. All other
smrmwater is treated in a separate stomnvater pond.
WASTEWATER BALANCE
This facilih will be permitted to produce 90,000 cubic gallons of concrete per year or 360 cubic lards
per single dirt day on a 5 day per week operation. One hundred silly scree pounds (20 gallons) of water
are required to make one cubic yard of concrete. Therefore, 7,200 gallons of water are required for one dun
of production. This is a short fall of 1,200 gallons. There will be no overflow to the wastewater absorption
pond during a normal day of operation.
The three chambered settling basin is a triangular shaped cross scctiou. is 22.8 feet long at the 4.5 feet
deep. This is 10,406 gallons of storage. The settling basin is capable of holding (10,406/6,000) 1.73 days
of operation.
Water will be recycled to the concrete mixing by a pump installed in Ihc�cicw end settling basin.
Recovery of water in the settling basin is accomplished by use ol'one-inch diameter (leveling) siphons.

-2-
WASTE WATER AND THE 25 YEAR 2 -1 I IOUR STORM.
"Ilie 25 year 24 hour stone event is 8 inches of rainfall. An infiltration pond sufficient to contain this
:,form for the (ruck wash pad, the sending basin and one day of mixing drum wash water is provided The
pond is sized so that the entire above described volume will infiltrate into the ground leaving the pond
empty within 24 hours. Therefore, there is no ran off from the waste water treatment pond until the
24-hour storm has been exceeded. An hourly water balance of the infiltration rate would show that more
Ihan an 8-inch 24 hour rain is required to overflow the emergency spillway. The over low runs over the
29 root long concrete lip of the settling basin and then into the slorumater treatment pond,
SUSPENDED SOLIDS
Suspended solids from wastewater will leave the property only during rainfall events that are more
intensive than tie 25 year storm. By the lime of overflow from storms of greater intensity than the 25 year
storm, solids will have either settled in the settling basin or have been fleshth fleshed into e absorption pond.
An 8-inch 24-hour min is sufficient to have cleaned all land surfaces of suspended solids. fit addition the
routing of tic wastewater storm thru die slonmvater pond provides bacle-up u'calmcnt.
Suspended solids from tie wastewater stream will not leave this properly during normal operations and
are unlikely to be exit the property in concentration sufficient to violate the standards during storms events
more intense than the 25-year storm, because of the granular nature of soils and materials used to produce
concrete.
PEI CONTROL
Concrete wash water normally has a high pH. There will be no water leaving the properly or being
infiltrated into die ground during normal operations. As has been shown Itesh make-up water will be
needed on a daily basis.
The diluuvc effect from rain storms of any residual process water washed into the absorption pond, the
small volume of available process water, and the low mmmbcr of overllott evcWs xvill'nbfhave I
measurable impact on ground water,
rherefore, phi control should not be required at this site.
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BEAUFORT COUNTY
NORTH CAROLINA Q
NORTH UROIMAIDEPARTNENT OF TRANSPORTATION .
DmiION OF nGHwAYs G, hurt • �\ 0
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Michael F. Easley, Governor
William G. Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
1
. February 23, 2007
ABHW Concrete
Attn: Manfred D. Alligood, Jr.
1935 West 5, Street
Washington. NC 27889
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Stormwater Review SW7061128
ABHW Concrete
Beaufort County
Dear Mr. Alligood:
This office received a Coastal Stormwater permit application and plans for the subject project on
January 9, 2007. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
Site visit on February 23, 2007, conducted by Samir Dumpor, Treva Anderson and Scott Vinson of the
Washington Regional Office determined that the elevation of Seasonal High Water Table (SHWT) is as
follows:
1. At the location of the Wet Pond, SHWT appears to be at elevation of roughly 9.5'. Please revise
the Permanent Pool elevation to match the SHWT. Please revise all details and calculations to
reflect this change.
2. At the location of the Wastewater Absorption Pond, SHWT appears to be at elevation of roughly
10.5-1 1.0 feet. Please raise the bottom of the Absorption Pond to at least elevation of 12.0 feet, to
achieve needed separation of 2 feet more or less, between the bottom and the SHWT.
3. Revise the Soils report to show the soil type and characteristics. Use Beaufort County Soil Survey
Book.
4. Provide seeding specs for the vegetative shelf.
5. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to March 23, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. 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.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.encstale.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
0.
An Equal OpportunitylAffrmative Action Employer— 50% Recycledl10% Post Consumer Paper Ncarolina
watura!!y

Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Hood Richardson, PE, Hood Richardson, P.A.
Washington Regional Office

Lois Singleton
301 Griffin Lane
Washington, N C 27889
Phone:[phone]
January 9,2007
JAN 10 Z007
Laura S Butler PE ry�WO-Wn!N R®
North Carolina Division of Air Quality �JVV
1641 Mail Service Center
Raleigh, NC 27699-1641
Re: ABHW Concrete -Air and Water Quality Permits
Dear Ms Butler,
This letter is to inform you that we, the citizens of the South Wharton Station Road Community do not want
a concrete company within 100 yards from where we live. We have children and grandchildren living in this
community and if this facility emits 60.5 Ibs of dust per hour we are in serious trouble. Those of us with
allergies and sinus problems are especially vulnerable. This planned location is also on the border of the
Wharton Station United Church Property. We have children and adults who attend our church that have very
very serious allergies and sinus problems: it would be devastating for us to breathe dust from this plant.
Therefore, it is our wish that you withhold the Air Quality Permit.
Also, all drainage and runoff from the proposed site goes directly into a major tributary (Maple Branch) of
Tranters Creek. Maple Branch is within a few yards of the proposed site and is the only source of drainage,
approximately two hundred yards into Tranters Creek which empties into the Tar/Pamlico River near
Washington, NC.
As a concerned citizen who resides in the Wharton Station Community, I ask that you withhold the permits.
Thank you,
L s Singleton
cc: Dr Don vanderVaart,Ph.D,P.E.
North Carolina Division of Air Quality
1641 Mail Service Center
Raleigh N C 27699-1641
cc: Dr Yongcheng Chen, Permit Coordinator
DENR - Air and Natural Resources
943 Washington Square Mall
Washington NC 27889

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cc: Al Hodges
DENR - Air and Natural Resources
943 Washington Square Mall
Washington, INC 27889

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N16
MR AND MRS ROBERT L. GRIFFIN, JR.
.55 GRIFFIN LANE
WASHINGTON, N.C., 27889
PHONE: [phone] HOME
CELL: 252-943-7705 OR 252-943-1978
January 04, 2007
Laura S Butler PE
North Carolina Division of Air Quality
1641 Mail Service Center
Raleigh, N.C. 27699-1641
Re: ABHW Concrete - Air and Water Quality Permits
Dear Ms Butler,
WECIE V ISC3
JAN 10 2007
Ir. r egards to the concrete plant that .ABH,W plans to build, it is parallel and adjacent to the property line of our
our home, our community and our church. We wish to take this time to bring your attention to the following
objections which may enlighten you with facts that we hope you will consider and refrain from issuing permits.
The chosen site for the plant is in a residential area. This plant site may endanger the lives of the Wharton
Station Community in several ways, the quality of our air due to toxic emmissions, the quality of our water
due to emissions and possible dischages of polluted water into the watershed, as well as, the noisy, heavy
traffic in the proposed area. Keeping these factors in mind, one can envision that the private, quiet and the
peacefullness of our country -living will cease. We ask that you do not issue the permits.
As for the century old church, it is a revered historical structure that is active with services, meetings, and
Bible classes. ,`;It.still, serves'the; community as a center for worship and guidance for the local people. The
entrance 'to the '064actually will be on the edge of the grounds and the plant itself is proposed to operate
within 500 ft from the Wharton Station United Methodist Church. Many of the congregation have allergies
and others may be affected by the 60.5 lbs per hour toxic emmissions. We ask that you seriously consider
these facts.
When considering water quality, be advised that the watershed is located at the site for the proposed
structure which flows into Maple Branch a short distance and then empties into Tranters Creek. Through this
route the toxins may reach the Pamlico/Tar River. This is the only drainage and runoff for that area. Maple
Branch and Tranters Creek boarders on our property lines.
We ask that more research and a visit to the proposed site be made by you or your staff and that you
consider the air quality, water quality, noise pollution and traffic- safety which will affect the resident -citizens
of the Wharton Station Community. We ask that you decline the request fcr permits by A.BHW
Sicrl�
—lober L. Gnffi , Jr �V�Jr
obert
Sylvia V. Griffin
Enclosure
cc Drpon,Vand6W6artPh.D,P.Eoc-
North •Carolina Division, of Air Quality'' 7'
1641 Mail Service Center

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Raleigh, N C 27699-1641
cc Dr. Yongcheng Chen, Permit Coordinator
DENR - Air and Natural Resources
943 Washington Square Mall
Washington N C 27889
cc Al Hodges
943 Washington Square Mall
Washington, N C 27889

iAY
[e-mail]
d.•..- i- ♦,y .§ t.rx to`�� T.fa, � b� "lt�;�� !r s �� •�_.
PHONE: [phone]
ister of Deeds, Beaufort County,North Caroli-
na and [hence from said POINT OF BEGIN-
NING North 65 degrees 41 minutes 58 sec-
onds West for a distance of 179.73 feet to an
EXISTING REBAR IN EAST RIGHTOF-
WAY LINE OF TREE SHADE DRIVE;
THENCE North 22 degrees 15 minutes
10 seconds East for a distance of 51.26 feet
along the East right-of-way of Tree Shade
Drive to an EXISTING REBAR;
THENCE North 67 degrees 06 minutes
35 seconds West or a distance of 50.00 feet
to an EXISTING REBAR IN THE WEST
RIGHT-OF-WAY LINE OF TREE SHADS
DRIVE:
THENCE North 65 degrees 47 minutes
40 seconds West for a distance of 244.74
feet along the North right -off -way line of Cas-
tle Court to an EXISTING REBAR;
THENCE North 27 degrees 33 minutes
30 seconds East for a distance of 25.31 feet
to a CL SWALE;
THENCE North 34 degrees 32 minutes
55 seconds East for a distance of 39.44 feet
along a CL OF A SWALE TO AN EXISTING
REBAR;
THENCE North 34 degrees 40 minutes
18 seconds East for a distance of 76.59 feet
to an EXISTING REBAR IN A BRANCH;
THENCE North 33 degrees 21 minutes
17 seconds West for a distance of 59.00 feet
to an EXISTING REBAR IN A BRANCH;
THENCE North 23 degrees 33 minutes
21 seconds West for a distance of 72.25 feet
:o an EXISTING REBAR IN A BRANCH;
THENCE North 18 degrees 35 minutes
35 seconds West for a distance of 16.54 feet
to an EXISTING REBAR IN A BRANCH;
THENCE North 06 degrees 07 minute
37 seconds West for a distance of 55.85 fee
to an EXISTING REBAR IN BRANCH;
THENCE North 01 degrees 56 minutes
06 seconds West for a distance of 44.32 feet
to an EXISTING REBAR tN A BRANCH;
THENCE North 02 degrees 01 minutes
11 seconds East for a distance of 71.10 feet
to an EXISTING REBAR IN BRANCH;
THENCE North 08 degrees 42 minutes
42 seconds West for a distance of 34.55 fee
to an EXISTING REBAR IN A BRANCH;
THENCE North 08 degrees 42 minute
42 seconds West for a distance of 87.28 feet
to an EXISTING REBAR IN A BRANCH;
THENCE North 07 degrees 29 minutes
30 seconds West for a distance of 102.09
feet to an EXISTING REBAR IN A BRANCH;
THENCE North 20 degrees 10 minutes
42 seconds West for a distance of 167.10
feet to an EXISTING REBAR IN A BRANCH;
THENCE North 25 degrees 47 minutes
39 seconds West for a distance of 61.87 feet
to an EXISTING REBAR IN A BRANCH;
THENCE North 34 degrees 21 minutes
32 seconds West for a distance of 255.87
feet to an EXISTING REBAR IN BRANCH;
THENCE South 89 degrees 17 minutes
39 seconds West for a distance of 322.96
feet to a SET REBAR ON THE BANK OF
RUNYAN CREEK;
THENCE North 65 degrees 57 minutes
59 seconds West for a distance of 41.83 feet
to a NO POINT SET IN THE CENTER LINE
OF RUNYAN CREEK;
THENCE North 45 degrees e6 minutes
34 seconds East for a distance of 140.00
feet along Runyan Creek to a NO POINT
- FORD FREEMAN SAILBOND SERVICE
Cell- 252.943-5988
Pager- 252-974.6616
Home 252-946-6881.
AAA MOVING & MINI STORAGE
Low rates, clean storage, bins available.
Management on site 8:30-530 Monday -Fri-
day. Saturday 8:30-3:00. - 10.
UBLIC NOTICE II
once hereby given that Manfred D. AIIF
good, Jr.,doing business as ABHW Con((
crete, whose mailing address is 1935 West
5th Street, Washington, NC 27889, proposes
to construct a concrete ready mix plant at
347 South Wharton Station Road, Washing.
ton, NO 27889.
The North Carolina Division of Air Quality will
consider any comments that it receives. Mail
comments to: Laura S. Butler PE, North Car-
olina Division oYAir'Quality, 1641 Mail Serv-
ice Center, Raleigh, NC 27699-1641. Neither
ABHW Concrete nor Manfred D. Allgood, Jr.
nor any other entities currently have an air
quality permit for this location
This is a new facility. Possible air comami-
nates are dust and trace elements contained
in rock, mineral dust, and cement. The esti-
mated maximum particulate emission rate
will be 60.51bs./hour from all sources. Toxic
emissions are estimated not to exceed 0.28
Ibs. per year for beryllium, 0.37 Idsper year
for cadmium, 0.013 Ibs/day for chromium,
0.63 Ibs/day for manganese and com-
pounds, 0.13 fbs/day for nickel. These val-
ues do not exceed the toxic permit rates set
by the State of North Carolina. Arsenic emis-
sions are expected to comply with the provi-
sions of the general permit.
Air contaminant sources include fly ash and
cement storage tanks, hoppers, conveyors,
screw conveyors, vibrators, belt conveyors,
truck traffic and bulk handling equipment.
Air cleaning devices include a fabric filter
dust collector, wetting sprays, hoses and
nozzles.
Construction activities are scheduled to be-
gin upon the issuance of permits on as about
January 15, 2007,
By: Manfred Allgood
Concrete
1935 West 5th Street
CPasbInWon, NC 27889
QUALITY MINI STORAGE Hwy. 264 1/4
West Wharton Station Road. Office hours
Mon. -Fri. (8:4:30) 975.1183.
Gate opens (8.8) 7 days -a- week.
ROGERS MINI STORAGE ON SITE MAN-
AGEMENT - Office Hours Mon. Fri., (6.5)
Closed Saturdays & Sundays, 946.7345.
Gate Opens Mon -Sun. 8-5.
THERE'S SOMETHING FOR EVERYONE
in our classifieds. You'll find a way to adver-
tise inexpensively, a way to pick up a special
buy. We can't keep it to ourselves Classified
ads are the best means of selling or buying
you can get. The Washington Daily News
Classified Ad Section -Read it, use it, you
can't beat it! Call Brenda today, 946-2144.
TOLL FREE:
BRAND NEW full size pillowtop mattress &
boxsprings, still in plastic. Pd $1,000 asking
$800, 946-4455.
CANES/PANTHERS TICKETS limited
number of tickets available for Carolina Hur-
ricanes hockey and Carolina Panthers foot-
ball home games. Call 946.2144 extension
222.
DRY FIREWOOD - Joe - 946-2853, 944
9526.
ENGRAVER'S WORLD
8
EMBROIDERING
Monagramming, Vinyl Graphics
Plaques, Trophy's etc.
252-975-0330
Come see us for all your engraving
&
embroidering needs.
& J Salvage 258 N. Kinston NO Large
Fans, Cabinets, Doors, Windows, Vanities,
Water Heaters, Carpet, Vinyl, Furniture, Lots
more. 522-0806.
FOR ALL YOUR ELECTROLUX
NEEDS -Sales & Service. Call Larry or
Kay White 25 years of service 946-9852.
FOR SALE Vermeer trencher 4 to 5 yrs. old
in good condition. Kabola backhoe, good for
carts. Call Action Rental at 946 1640.
FFFFFFOR SALE: Automatic transmissions to fit
American made cars & trucks. We also do
dome imports. 946-1319.
iE WOODEN PALLETS - Washington
y News. 252.946.2144.
t the gift of a subscription to the Wash -
an Daily News.
ply buy a subscription for that friend or
live and start delivery of the newspaper
he date that you specify.
Lou at 252-940.4200 to buy me g!41
We Got Them All Sizes
All prices 139.00 per set to $1299.00 per set
Quality for the lowest price
Roberts Furniture Outlet 974-2805
MONOGRAMMING AVAILABLE at Name
plates. Bring it in or buy here. 946-2433.
NAMEPLATES now carrying Beaufort
County Schools uniform shirts. All sizes all
colors. 946-2433.
SOFA, LOVESEAT & Chair. Very good
condition. $300. CALL 322 4254.
SOFA -LIKE NEW - $300, Oriental Decor
call for details 946-7392,
WASHERS & DRYERS- 944-6354, 923-
0658.
WASHERS, DRYERS, Stoves, Refrigera-
tors. $100 up Delivery available and repairs
902-4322 , 252-902-9996, 4905 Hwy. 33 E.
Greenville, Open 7 days, 24hrs.
1,3Wanted Tq'Buy�'' �„;;ir
1-800-326-0762
CALLUS' ON THE CARPETS
CALVIN'S CARPET CLEAN
Truck mourn riot ,valer E.Iacril furnib
cleaning, Since 1964. 927374E
Have spots on your carper
visit mvmraneclene. Cont.
certifications 9007 1 CAD
✓✓!✓!✓JJJJ✓JJlJ
--- 946.5557
JOHl TREE SERVICE
A CHIMNEY SWEEP
GID HOLLOMAN
35 years experience. 'Fully insured.
752-8508(Greenville), 753 3503(Farmnlli
BARR & BARR MINING
Topsof - Sand -Fill Dirt -Gravel
Custom Digging Lot Ciaanr,
Dennis Haul Oil
943-4730 Chocoainip, 945 4090
BARRY STEARNS VINYL SIDINGs
MODELING. 946 0003.
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[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
February 7, 2007
Mr. Samir Dumper, PE
NC DENR, DWQ
943 Washington Square Mall
Washington, NC 27889'
Re: Stormwater Review SW 7061128
ABHW Concrete
Beaufort County
Dear Mr. Dumper:
I am responding to your letter dated February 1, 2007 as follows:
FEB G„?!o;I
I. Regarding the pond depth, I have changed it to 4 feet. This change accommodates the 2-foot
separation between the (seasonal) water table and the bottom of the pond
2. Mr. Manfred D. Alligood, Jr. is the owner as is now shown on sheet one of the application.
3. (a) The wet detention pond now shows the 6/1 aquatic shelf at the additional location.
(b) The fore bay ridge has been elevated to one foot below the permanent pool elevation.
(c) Calculations are included that show the volume of the fore bay.
4. An additional soil report is enclosed that justifies the elevation of the bottom of the pond.
5. The separation between the bottom elevation of the pond and the water table is 2.1 feet.
6. Two sheets showing all changes are enclosed.
Sincerely,
L. Richardson, PE, PLS, PG

ATFj�,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Depanment of Environment and Natural Resources
1
�
Alan W. Klimek, P.E. Director
Division of Water Quality
February 1, 2007
ABHW Condrete
Attn: Manfred D. Alligood, Jr.
1935 West 5"Street
Washineton. NC 27889
Subject: Stormwater Review SW7061128
ABHW Concrete
Beaufort County
Dear Mr. Alligood:
This office received a Coastal Stormwater permit application and plans for the subject project on
January 9, 2007. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
1. As proposed the Pond depth is 5 feet. The SA/DA calculations were done using 4 feet deep pond.
Please revise. Revise all calculations, Supplements and plans to reflect this change.
2. Please revise the first page of the Stormwater Management Permit Application form and specify
the title of person legally responsible for facility.
3. Please revise the Wet Detention Pond for the following:
• Section A -A does not show 6:1 aquatic shelf;
• The Ridge between Forebay and Main Pond is to low. Top of the Ridge should be
either at Permanent Pool elevation or maximum 1 foot below the Permanent Poll
elevation. Please revise;
• Revise Plan view of the Pond to show the ridge between forebay and main pond more
clearly. Make sure that the Plan view reflect the requirement of forebay having 20%
of total Permanent Pool Volume;
4. Revise the Soils report to show the Seasonal High Water Table (SHWT) Elevation. Make sure
that Permanent Pool Elevation corresponds to SHWT elevation;
5. The Absorption Pond should have separation between the bottom and the SHWT.
6. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to March 2, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmitted of all
required items including the application fee. 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.
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889
An Equal Opportunity/Aff nnative Action Employer - 50% Recycled/10 % Post Consumer Paper
Customer Service
1-877-623-6748
N'ophCarolina
Naturally

You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Hood Richardson, PE, Hood Richardson, P.A.
Washington Regional Office

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
February 7, 2007
ABHW Concrete
Ready Mix Plant Site
SOILS REPORT FOR THE WET DETENTION POND
Both soils borings established the location of the local water table at 6.4 feet of elevation. The second
boring at the pond spillway was located inside the pond near the spillway. The light blue sandy clay at a
depth of 6.1 feet (elevation 6.4 feet) is indicative of the local water table. There was no evidence of the
presence of a suspended or seasonal water table other than the light blue sandy clay at a depth of 6.1 feet.
There fore a two foot separation between the bottom of the wet detention pond and the
local water table can be maintained by placing the bottom of the wet detention basin at 8.5
feet of elevation.
a-o CAR0, 1%1. ' EPas yy
ecn� _

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
January 8, 2007
SOILS REPORT
.'ti -'.- r—; r— n rJ
JAN 0 9 2007
DWQ-WAR®
The Beaufort County Soils Report prepared by USDA maps soils on this site as SeabrooKmd possibly
Tarboro. Both soils are clean evenly graded sands, Tarboro being the coarser of the two.
As a part of the geological evaluation of this site I confirmed, to depth of 10 feet, that these soils are
clean (without detectable silt or clay) evenly graded loose and open sands. A copy of two boring logs dated
December 18, 2006 are attached.
CARO��'',
SEAL c
c 78 �3

[phone]
HOOD RICHABDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
December 18, 2006
Dale 12/16/06
By Hood L.Richardson, PG
Cased monitor well
0' — 0.8'
Topsoil
0.8' — 7.9'
Medium to fine buff sand
7.4' — 8.8'
Medium rust colored sand
8.8' — 10.1'
Course medium sand, rust colored
Water at 8.6 feet.
Well drilled at pond spill way
0' — 0.9'
Topsoil, roots
0.9' — 5.8'
Medium to fine buff sand
5.8' — 6.1'
Rust colored medium sand
6.1' — 7.5'
Light blue sandy clay
No free water
observed.

[phone]
HOOD RICHARDSON, PA
AI Hodge, Regional Supervisor
Surface Water Protection
NC DENR
Washington Regional Office
943 Washington, Square Mall
Washington, NC 27889
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
January 8, 2007
Re: ABHW Concrete.
Letter rejecting stormwater permit dated January 3, 2007.
JAN 0 9 2007
®WQ-WARO
Dear Mr. Hodge:
Regarding your request for a soils report, I am inclosing the requested report along with the re- ubmitted
application package.
SinceG�
L. Richardson PE, PG, PLS.

ABHW CONCRETE
MANFRED D. ALLIGOOD, JR. JAN 9 2007
DWQ-WA O
STORMWATER TREATMENT STRATEGY
Topography on this 3.91-acre site is suited to a single slonnwaler treatment pond. All stonnwalcr is
directed to the wet detention pond by grassed swales.
Temporary treatment pool is in well -established pasture grass, which will provide additional treatment.
The tempor n, wet detention pool stores 7590 cubic feet of water. Only 4543 cubic feet is required. This
is a 67 percent over capacity.
All slormwater will flow over more than 30 feet of grassed swales or sheet now more than 30 feet
before entering the pond.
Pond water news about 400 feet over pasture and wooded land before entering perennial stream.

BEAUFORT COUNTY' jl
NORTH CAROLINA
NORTH C ROUNA DEPART.NENT OF TRANSPORTATION
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Michael F. Easley, Governor
i
�
William G. Ross Jr., Secretary
rNorth
Carolina Department of Environment and Natural Resources
<
Alan W. Klimek, P.E. Director
Division of Water Quality
January 3, 2007
ABHW Concrete
Mr. Manfred D. Alligood, Jr.
1935 West 5" Street
Washington, NC 27889
SUBJECT: Stormwater Application for ABHW Concrete
Dear Mr. Alligood:
This office received a stormwater permit application for the subject project on January 2, 2007.
A preliminary review of your project indicates that the application package is incomplete and it should
be considered a high density instead of the general permit selected in the application. Therefore the
following items are needed to make the package complete:
$420 check
signature by owner on page 4 of application
2 sets of plans
_ narrative
supplement (wet detention, infiltration basin,
system, underground infiltration trench)
signature by owner on supplement form
v,� soils report
low density, curb outlet system, off -site
We are returning the entire package to you. Once the package is complete you may resubmit.
You should also be aware that the Stormwater Rules require that a permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2h.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact me at [phone].
incerely,
AI od
L
e, LRegio al Supervisor
Surface Water Protection
Washington Regional Office
cc: Hood Richardson, P.A.
WaRO
North Carolina Division of Water Quality Internet www.newaterauality ore One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] Naturally
An Equal OpporlunitylAffrmative Action Employer -50°/Recycled110% Post Consumer Paper �/VKll
{Li{L

7-66?,)cr77iorpe- Ow4?
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FINANCIAL RESPONSIBILITYIO RSHIP FOvr 14 �F D t
RM
SEDIMENTATION POLLUTION CONTROL ACT Svr/s �1P°r
No person may initiate any land -disturbing activity on one or more acres as covered by the Act beforlel this
form and an acceptable erosion and sedimentation control plan have been completed and approved YX the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print d, if
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the bla�k'.)� I '11r.
1.
2.
3,
4,
5.
Project Name ABHW Concre
Location of land -disturbing activity: County Beaufort City or Town:
Highway/Street SR 1409 Latitude 35o -is, )o" Longitud
Approximate date land -disturbing activity will commence: December 26,
Purpose of development (residential, commercial, industrial, institutional, etc.):
Total acreage disturbed or uncovered (including off -site borrow and waste area
0
DEC -4 2006
6. Amount of fee enclosed: $ 2on _ nn The application fee of $50.00 per acre (rol tided
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $40).
7 Has an erosion and sediment control plan been filed? Yes No Enclosed
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Hood Richardson
Name Manfred Alligond E-mail Address N/A
252-975-3472
Telephone 252_946-5899 Cell#_N/A Fax# 25 -975- 7
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Manfred D. Alligood Jr. 252-946-5899 N/A
Name See attached sheet Telephone Fax Number
1935 West 5th Street 1935 West 5th Street
Current Mailing Address Current Street Address pp 2
Wa�hinatnn N (' 77R89 rl � � � 0 V L� 1 '
City State Zip City State
10 Deed Book No. 1430 Page No. 809 vide jqlcopy-efythMp curl
Part B.
1. Person(s) or firm(s) who are financially responsible for the I
comprehensive list of all responsible parties on an attached
Manfred DManfred D• Alligood,Tr
Name
19351935 West5thStrppt5th Strppt
Current Mailing Address
Washington N.C. 27889 Washington
City State Zip City
Telephone [phone] Fax Number NSA
N.C. 27889
State

PART A.
9. Land Owners of Record
Kathy J. Alligood
L. Denise Alligood Hudnell
Stephanie Gay Alligood Bowen
Amanda Dare Alligood
Manil7ed D. Alligood Ill

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
E-mail Address
Street Address
City State Zip City
Telephone_ Fax Number
State
(b) If the Financially Responsible Party is a Partnership or other person engaging in business un eHr an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Respo �ible
Party is a Corporation, give name and street address of the Registered Agent:
me of Registered Agent
Current Mailing Address
Address
Street Address
City State Zip City
Telephone Fax Num
State
The above information is true and correct to the best of my knowledge and belief and was F
by me under oath (This form must be signed by the Financially Responsible Person if an it
or his attorney. -in -fact, or if not an individual, by an officer, director, partner, or registered ag
the authority to execute instruments for the Financially Responsible Person). I agree to
corrected information should there by any change in the information provided herein.
Manfred D. Alligooc} Jr.
Type or print name
�
Sig luree
Owner
Title or Authority
eeeo L • �PJ a Notary Public of the County
State of North Carolina, hereby certify that Manfred n - Al t ; good 7r V al
exersocunallyted L pF� ;e;,day and being duly sworn acknowledged that the above fo
ODr '•• 96
Witnesimy'n n6tari$i sea], this SO day of T W 2006
wl
'ti'�n,. �.....•�Ry, Notary
My commission expires�-i4-li

N 1 1 V O P6 8 0 J EjEM4:FEFEEEGGEITRY JTEWRST DEEDS
BERFORT GO'.NTV. 14C
2004 DEC 23 04:39:30 PM
B0430 PG109.816 FEE:$322
INSTRUMENT 12004010079
NORTH CAROLINA
BEAUFORT COUNTY THIS DEED, made this '�� day of ,C r4bcr, 2004,
by and between MANFRED D. ALLIGOOD, JR. and Wife, KATHY
J. ALLIGOOD (a/k/a KATHY JONES ALLIGOOD), by and through
her attorney -in -fact, MANFRED D. ALLIGOOD, JR.; L. DENISE
ALLIGOOD HUDNELL (Formerly LAURA DENISE ALLIGOOD) by and
through her attorney -in -fact, MANFRED D. ALLIGOOD, JR.,
and Husband, WILLIAM E. HUDNELL, by and through his
attorney -in -fact, MANFRED D. ALLIGOOD, JR., and STEPHANIE
GAY ALLIGOOD BOWEN (Formerly STEPHANIE GAY ALLIGOOD) by
and through her attorney -in -fact, MANFRED D. ALLIGOOD,
JR., and Husband, MICHAEL BOWEN, by and through his
attorney -in -fact, MANFRED D. ALLIGOOD, JR., hereinafter
designated as Grantors, to MANFRED D. ALLIGOOD, JR.,
KATHY J. ALLIGOOD, L. DENISE ALLIGOOD HUDNELL, STEPHANIE
GAY ALLIGOOD BOWEN, ANANDA DARE ALLIGOOD and MANFRED D.
LLIGOOD, III, hereinafter designated as Grantees, whose
address is: 1935 West Fifth Street, Washington, North
Carolina 27889; rF-� _rr
W I T N E S S E T H:
A. R. That the Grantors for and in consideration of the
g sum of TEN DOLLARS
�p(
($10.00) and other valuable
F
cd considerations to them paid by the Grantees, the receip
Y. of which is hereby acknowledged, have bargained and sol
and by these presents do hereby bargain, sell and convey
to the said Grantees, MANFRED D. ALLIGOOD, JR., his
heirs and assigns, a one -sixth (116) undivided interest;
KATHY J. ALLIGOOD, her heirs and assigns, a one -sixth
(1/6) undivided interest; L. DENISE ALLIGOOD HUDNELL, her
sirs and assigns, a one -sixth (1/6) undivided interest;
STEPHANIE GAY ALLIGOOD BOWEN, her heirs and assigns, a
OWFORF COUNTY LAND RECORDS
LA - FORAMI YZZ,6-72-
ACCEPTED
-_PL L zz yr
UM R.,,4$ ONkW Deq
�I
DEC - 1 iui f
LAND QU LITY S I�

Ur430Pcaio
sixth (1/6) undivided interest; AMANDA DARE ALLIGOOD,
her heirs and assigns, a one -sixth (1/6) undivided
interest, and MANFRED D. ALLIGOOD, III, his heirs and
assigns, a one -sixth (1/6) undivided interest, in fee
simple, in and to that certain tract or parcel of land
and being in Washington Township, County of
, State of North Carolina, and more particularly
as follows:
IRST TRACT:
Being Lots SIX (6), SEVEN (7), EIGHT (8), NINE (9)
ad TEN (10) in Block B as platted on map entitled "Town
f Wharton" of record in Book 82, Page 253, Beaufort
ounty Registry, and being the same as conveyed to
rances H. Harrison by deed dated August 24, 1973, of
ecord in Book 702, Page 465, Beaufort County Registry,
o which map and deed reference is herein made and
ncorporated for a more complete and detailed
escription. Reference is further made to deed in Book
100, Page 555, Beaufort County Registry.
SECOND TRACT:
Being Lots ONE (1), TWO (2), THREE (3), FOUR (4),
FIVE (5) SIX (6), SEVEN (7), EIGHT (B), NINE (9) and TEN
(10) of Block C as shown upon that map of the Town of
ilharton of record in Book 82, Page 253, Beaufort County
Registry, to which map reference is herein made and
incorporated for a more complete and detailed
description.
THERE ALSO BEING CONVEYED HEREWITH that tract or
parcel, formerly the Atlantic Coast Line Railroad right
of way and adjacent land undesignated land, located
immediately South of Lots 1-10 of Block C as shown upon
that map of the Town of Wharton, of record in Book 82,
Page 253, Beaufort County Registry, more fully described
as bounded by the extended Westerly line of Lot 1 and the
extended Easterly line of Lot 10 of Block C approximately
100 feet in a Southeasterly direction to the centerline
of the former railroad right of way, a tract being
approximately 100 feet by 300 feet in area between the
,former railroad centerline and the Southern line of Lot
1-10, Block C.
Further reference being made to deed from Kristy Ann
Tyson and husband, Lloyd Tyson, to Frances H. Harrison,
dated July 5, 1994, of record in Book 1004, Page 537,
Beaufort County Registry, to which deed reference is
herein made and incorporated for a more complete and
detailed description. Reference is further made to deed
in Book 1100, Page 555, Beaufort County Registry.
CHIRD TRACT:
Being Lots FIVE (5), SIX (6), SEVEN (7), EIGHT (8),
4INE (9), TEN (10), ELEVEN (11), TWELVE (12), THIRTEEN
(13), FOURTEEN (14), FIFTEEN (15), SIXTEEN (16),
3EVENTEEN (17), EIGHTEEN (18), NINETEEN (19), TWENTY
(20), TWENTY-ONE (21), TWENTY-TWO (22), TWENTY-THREE (23)
and TWENTY-FOUR (24) in Block D as platted on map

1430PC811
entitled "Town of Wharton' of record in Book 82, Page
253, Beaufort County Registry, and being a portion of
those lands conveyed to Frances H. Harrison by deed dated
September 28, 1973, of record in Book 703, Page 123,
Beaufort County Registry, to which map and deed reference
is herein made and incorporated for a more complete and
detailed description. Reference is further made to deed
in Book 1100, Page 555, Beaufort County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of
1 and all privileges and appurtenances thereunto
�nging or in anywise appertaining unto the said
7tees, MANFRED D. ALLIGOOD, JR., his heirs and
igns, a one -sixth (1/6) undivided interest; KATHY J.
IGOOD, her heirs and assigns, a one -sixth (1/6)
ivided interest; L. DENISE ALLIGOOD HUDNELL, her heirs
assigns, a one -sixth (1/6) undivided interest;
PRANIE GAY ALLIGOOD BOWEN, her heirs and assigns, a
-sixth (1/6) undivided interest; AMANDA DARE ALLIGOOD,
heirs and assigns, a one -sixth (1/6) undivided
erest, and MANFRED D. ALLIGOOD, III, his heirs and
igns, a one -sixth (116) undivided interest in fee
ple, but subject, however, to the following:
1. 2004 Beaufort County Ad Valorem taxes and those
for subsequent years.
2. Any easements, rights of way and restrictive
covenants of record in the Beaufort County
Registry.
3. Non-compliance with any local, county, state or
federal governmental laws, ordinances or
regulations relative to zoning, subdivision,
occupancy, use, construction or the development
of the subject property.
The Grantors covenant with the Grantees that they
seized in fee simple of the above described property
l have good right and title to convey the same; that

9R143Ord 812
the same is free and clear of all liens and encumbrances,
except those matters above set forth, and that, subject
, they will forever warrant and defend the title
the same against all lawful claims and demands.
IN WITNESS WHEREOF, the Grantors have hereunto set
r hands and seals, all as of the day and year first
written.
O: QQ''v it
(SEAL)
MANSRED D. ALLIG D JR.
/_ J�'J
(SEAL)
KATH LIGO
(a/k/a KATHY JONES ALLIGOOD)
BY: �� O.
(SEAL)
MAN•1FRED D. ALLIGO D, .
Her attorney -in -fact
O
• '�"" e G�{r��i)sJf� A_(SEAL)
L. DENISE ALLI OD HUDNELL
(Formerly LAURA DENISE ALLIGOOD)
BY: /J! L
(SEAL)
FRED D. ALL GOO J� R.
H99er attorney -in -fact
/_/ Ql C 'z /a
(SEAL)
WILLIAM E. HUDNELL
BY: MA[�ED D1 D. ALt 41&(SEAL)
LI D,
His attorney -in -fact
STEPHANIE GAY ALLIGOOD BOWEN
(Formerly STEPHANIE GAY ALLIGOOD)
9 ' -`� (SEAL)
By: b6D . ALL OO , JR.
Her
attorney-in-fact
L '4-'� (SEAL)
MICHAEL BOWEN
BY: � (SEAL)
MAN ED D. ALLI OD R.
His attorney -in -fa t