SW7070229_CURRENT PERMIT_20070726

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

kkko
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
DIVISION OF WATER QUALITY
July 26, 2007
Commercial Ready Mix Products, Inc.
Attn: Mr. Tim Newsome
PO Box 189
Winton, NC 27986
Subject: Stormwater Permit No. SW7070229
Hertford County Industrial Park, Lotl
Commercial Ready Mix Facility
High Density Stormwater Project
Hertford County
Dear Mr. Newsome:
The Washington Regional Office received a Stormwater
Application for the subject project on February 26, 2007. Revised
plans were received on July 24, 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. SW7070229 dated July
26, 2007 to Commercial Ready Mix Products, Inc.
This permit shall be effective from the date of issuance
until July 26, 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 stormwater management system will result in
future compliance problems.
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, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and
binding.
North Carolina Division of Water Quality Internet: h2o.encstate.nc.us
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal OpportunitylAffrmatve Action Employer— 50% Recycled110% Post Consumer Paper
NorthCarolina
;Vatura!!bl

Commercial Ready Mix Products, Inc.
July 26, 2007
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Mr. Bill Moore at (252)948-
3919.
incerely,
Al Hodge, -Regional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Albemarle & Associates
H�--rtford County Planning/Inspections
r/WARO Stormwater Files
Central Files

State Stormwater Management Systems
Permit No. SW7070229
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
Commercial Ready Mix Products, Inc.
Hertford 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
vegetated swales and (2) Bioretention Filters to serve the
Commercial Ready Mix Maintenance Facility located in the Hertford
County Industrial Park near Winton, NC.
This permit shall be effective from the date of issuance until
July 26, 2017, and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and
volume of stormwater described in the application and other
supporting data.
2. This stormwater system has been approved for the management
of stormwater runoff as described on page 4 of this permit,
the Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stcrmwater
Runoff:
Classification of Water Body
Total Site Area:
Total Impervious
Surfaces Allowed:
BioFilter Storage:
Depths
Required Storage Volume:
Provided Storage Volume:
Provided Surface Area:
Storage Elevations:
rd
Commercial Ready Mix
Maintenance Facility
SW7070229
Hertford County
Commercial Ready Mix Products
PO Box 189
Winton, NC 27986
02/26/2007; original
07/24/2007; complete
UT -Mill Branch
C-NSW
8.01 acres
5.19 acres
1.0 ft
8996 cf - North Basin
11,359 cf - South Basin
9416 cf - North Basin
14,905 cf - South Basin
9416 sf - North Basin
13,627 sf - South Basin
44.50 ft - North Basin
43.30 ft - South Basin

4. 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.
5. 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.
6., 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
permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements.
The permittee shall provide copies of revised plans and
certification in. writing to the Director that the changes
have been made.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. The stormwater 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 permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
5

a. Semi-annual 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.
4. 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.
6. 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 facility has been installed in
accordance with this permit, the approved plans and
specifications, and other supporting 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.
6

9. 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. At least 6 months prior to the expiration date, the permittee
shall request that this permit be renewed.
Permit issued this the 26 th day of July, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
For Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7070229
7

Stormwater Permit SW7070229
Vegetated Swales & (2) Bioretention Filters
Commercial Ready Mix Maintenance Facility
Winton, NC
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
N

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality RECEIVED
STORM WATER MANAGEMENT PERMIT APPLICATION FORM
FEB 2 6 2007
BIORETENTION BASIN SUPPLEMENT
DWQ Stormwater Management Plan Review: D Q- ARO
A complete stormwater management plan submittal includes a stormwater management permit application, a bioretention
area supplement for each proposed system, sealed design calculations, soils report and 2 sets of plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Commercial Ready Mix Products— Winton, NC
Contact Person: Jason Mizelle (Albemarle &Associates) Phone Number: (2) 338-5771
For projects with multiple basins, specify which basin this worksheet applies to: DA #2 (North Basin)
(must match the DA # on the application & plans)
II. DESIGN INFORMATION -Attach supporting calculations/documentation. Provide a written soils report based
on actual field investigations conducted by a qualified individual. The soils report should include informational
references to the County soils maps when available. All elevations shall be in feet mean sea level (frisl).
Soils Report Summary
In -Situ Soil Type Clay -Loam
In -Situ Soil Infiltration Rate 0.52 _ in./hr. (the most restrictive soil layer)
SH WT Elevation Greater than 5 ft Depth ft. (Seasonal High Water Table elevation)
Planting Soil Texture Loam -Sand (must be a.sandy loam, loamy sand,, or loam texture)
Planting Soil Infiltration Rate 2 in./hr. (estimated)
Basin Design Parameters , 3.3 7 0-�
Drainage Area 147,004 sq.ft. (on -site and off -site drainage to the basin)
Impervious Area 92,933 sq.ft. (on -site and off -site drainage to the basin)
Design Storm 1 inch (1.5 inch event for SA waters, l inch event for others) 7Design Volume 8,792 c.f. (storage volume required) � e
Inlet Velocity Less than 2 fps _ 604
Drawdown Time 24 hours $o .J`P 7 - 3 e f
Basin Dimensions I O
Basin Size 200 (triangle) ft. x 80 ft. = 7,553 sq. ft. (.surface area at basin bottom)
Basin Volume Provided 7 14,704 c.f.
Minimum # of plantings 68 stems (400 stems per acre (ibioretention area is required at a minimum)
Total #of plantings provided 68 = Trees 17 + Shrubs 51 (must be at least l tree for every 3.shrubs)
Basin Elevations
Temporary Pool Elevation 43.80 fmsl (elevation of the bypass/outlet structure)
Planting Elevation 43.00 fmsl (elevation ofihe ground surface bottom)
Bottom Elevation 41.00 fmsl (elevation of the bottom of the planting media)
This system (check one) ❑ does ❑ does not incorporate the use of an under -drain.
SWU-Ixx 2.07
Page] of 3

III.. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If requirement has rent been cater, attach written jusifficatiun. An incomplete submittal
package will result in a request for. additional information and will substantially delay final review and approval of the
project.
Applicants Initials
�t
_Yf--- a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
,,, ,6rpo b. No vertical sand bed is proposed.
c. The bioretention area is at least 15 feet wide by 40 feet long.
d. A grass buffer strip and sheet flow conditions are provided at the inlet.
.3A_ e. Seasonal High Water table depth is al least 2 feet below the planting elevation surface.
f. Pondingdepth of6-12" is provided.
_j g. In -situ soils have a minimum hydraulic conductivity of OS2 inches per hour.
It. An in-depth soils report is provided.
i. The planting soil has it minimum hydraulic conductivity of 0.52 inches per hour. The type and
placemcot specifications of the planting media are noted on the plans.
1-he planting Soil meets minimum soil specifications per the latest version of the NCDENR Stormwater
Best Management Practices Manual, including a low phosphorus content to promote phosphorus
removal. (P-Index of 20 to 40 is optimal.)
k. System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within 24 hours. Draw down calculations are attached.
_ I. A planting plan and schedule with species and densities are provided on the plans.
m. Type of mulch layer and depth is specified on the plans.
__kgA _ Ti. Plan and section details liar the bioretention area are provided. (including dimensions and elevations)
11/ _ o. Phan details for the inlet. and outlet structures are provided. (including dimensions and elevations)
p. All side slopes stabilized with vegetated cover are no steeper that 3:1 (H:V).
�A1�4_ q. A benchmark is provided to determine the sediment accumulation in the basin area.
r. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum length is 50
feet for SA waters, 30 feet for other waters).
_ s. Runoff in excess of the design volume bypasses off-line systems (hypass detail provided).
� ! _ t. Plans ensure (hat the installed system will meet: design specifications (constructed or restored) upon
initial operation once the prgject is complete and the entire drainage area is stabilized.
SWU-lax 2.07
Parse 2 of 3

IV. BIORETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Maintenance activities shall he performed as follows:
I. Inspect the bioretention area system for soil and mulch erosion, vegetated cover, and general condition after every
significant runoff producing rainfall event and at least monthly. Remove trash as needed.
2. Repair eroded areas immediately, rc-secd and re -mulch as necessary to maintain good vegetative and mulch cover.
3. Remove accumulated sediment as needed to maintain good infiltration. When the filtering capacity diminishes
substantially (e.g, when water ponds on the surface for more than 24 hours), the top few inches of material must he
ranoved and replaoed with fresh planting soil material. The removed sediments should be disposed of in an acceptable
manner (eg., landfill):
4. Replace, or add additional mulch as needed. Removal of the old mulch layer before applying the new layer is
recommended every 2 to 3 years.
5. Prune tress and shrubs and remove debris on an annual basis. Crrassed vegetation shrxrld not exceed 6 inches in height.
6. Treat all diseased trees and shrubs whenever needed. Remove and replace all dead and diseased vegetation considered
beyond treatment every 6 months.
7. Replace support stakes yearly (in the Spring). Replace deficient stakes or wires whenever needed.
g. Soil testing shall be conducted annually to determine pH and any accumulation of toxins in the planting media. Lithe
or other alkaline substances shall be applied as recommended per the soil test and toxic soils shall be removed.
disposed of properly and replaced with new planting media.
9. All components of the biorctention area system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight maintenance
procedures listed above. I agree to notify DWO of any problems with the system or prior to any changes to the system or
responsible party.
Print name: Tr.,r, POW6a� 4t
Title: _Pee& gevJT _
Address: PC 0)( /619
Phone: 4-54 -
Signature:/ ---
Date: oi,6/o't
?tote: Ike legally responsible pany should nai be a homeowners association anless more than 50%of the Ion ba%c been sold mx1 a midaa of the
strhdiviskrn has been named the president.
1, a"f A T Tut.► a Notary Public for the Stale of N.aa C C" f-..,
County of _ 4'fi--TFc a.. do hereby certify that -t7... , g..s..
personally appeared before me this -J!�_day of _F"A' •a.-r j oo 7 , and acknowledge The due
execution of the forgoing bioretention basin maintenance requirements. Witness my hand and official seal.
SEAL
SWU-Ixx 2.07
Page 3 of.3
\4y commission expires 3-s-09

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality RECIENED
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
FEB 26 2007
BIORETENTION BASIN SUPPLEMENT
DWO Stormwater Management Plan Review: D ° Y-° °' "R"
A complete stormwater management plan submittal includes a stormwater management permit application, a bioretention
area supplement for each proposed system, sealed design calculations, soils report and 2 sets of plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Commercial Ready Mix Products — Winton, NC
Contact Person: Jason Mizelle (Albemarle & Associates) Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: DA # 1 (South Basin)
(must match the DA # on the application & plans)
11. DESIGN INFORMATION -Attach supporting calculations/documentation. Provide a written soils report based
on actual field investigations conducted by a qualified individual. The soils report should include informational
references to the County soils maps when available. All elevations shall be in feet mean sea level (fmsl).
z s, /s ue
Soils Report Summary p(' e- o S
In -Situ Soil Type Clay -Loam r11v✓7_
In -Situ Soil Infiltration Rate 0.52 in./hr. (the most restrictive soil layer)
SH WT Elevation Greater than 5 ft Depth ft. (,Seasonal High Water Table elevation) �—
Planting Soil Texture Loam -Sand (must be a sandy loam, loamy sand, or loam texture)
Planting Soil Infiltration Rate 2 in./hr. (estimated)
Basin Design Parameters 4,6k o
Drainage Area 202,099_ sq.ft. (on -.site and off -site drainage to the basin)
Impervious Area ✓ 123987 — sq.ft. (on -site and off -site drainage to the basin)
Design Storm I inch (1.5 inch event for SA waters, l inch event for others)
Design Volume E!L I2,106`c.f. (storage volume required) �P��
Inlet Velocity Less than 2 fps l
Drawdown Time 24 hours j Q 1.0 Is /•`��
Basin Dimensions
Basin Size 74 ft. x 183 ft. = 13,542 sq. ft. (surface area at basin bottom)
Basin Volume Provided ✓ 14,704 c.f.
Minimum # of plantings 120 stems (400 stems per acre ofbioretention area is required at a minimum)
Total #of plantings provided 120 = Trees 30 + Shrubs 90 (must be at least l tree for every 3 shrubs)
Basin Elevations 41.30
Temporary Pool Elevation 43.30 fmsl (elevation of the bypass/outletstructure) 10
Planting Elevation 42.50 fmsl (elevation of the ground surface bottom) 2 .1 p S
Bottom Elevation 40.50 fmsl (elevation ofthe bottom of the planting media)
This system (check one) U does ❑ does not incorporate the use of an under -drain.
SWU-Ixx 2.07
Page 1 of 3

1:1e: REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following design requirements have been ntet and supporting
documentation is attached. If a requirement has not been titer, arrnch wrinen justifietttion. An incomplete submittal
package will result in a request for.additional information and will substantially delay final review and approval of the
project.
Applicants Initials
. JAM— a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. No vertical sand bed is proposed.
Jan t c. The bioretention area is at least 15 feet wide by 40 feet long.
d. A grass buffer strip and sheet flow conditions are provided at the inlet.
AM e. Seasonal High Water table depth is at least 2 feet below the planting elevation surface.
/1T f. Ponding depth of 6-12"is provided.
=� g. In -situ soils have a minimum hydraulic conductivity of 0.52 inches per hour.
_iGEl� It. An in-depth soils report is provided.
i. The planting soil has a minimum hydraulic conductivity ol'052 inches per hour. The type and
placement specifications of the planting nledla ;ire noted on file plans.
'hhe planting soil elects minimum soil specifications per the latest version of the NCDL-N,R Storinwater
Best Management Practices Manual, including a low phosphorus content to promote phosphorus
removal. (P-Index of 20 to 40 is optimal.)
�/Ary'_ k. System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within 24 hours. Draw down calculations are attached.
\ALAA_ I. A planting plant and schedule with species and densities are provided on the plans.
\AM— in. Type of mulch layer and depth is specified on the plans.
WAA n. Plan and section details lire the bioretention area are provided. (including dimensions and elevations)
�/_-/V`_ o. Plan details for the inlet and outlet structures are provided. (including dimensions and elevations)
p. All side slopes stabilized with vegetated cover are no steeper that 3:1 (H:V).
q. A benchmark is provided to determine the sediment accumulation in the basin area.
r. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum length is 50
feet for SA waters, 30 feet for other waters).
s. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
t. Plans ensure that the installed system will meet design specifications (constructed or restored) upon
initial operation once the project is complete and the entire drainage area is stabilized.
SWU-lxx 2.07
Page 2 of 3

IV. BIORETENTION BASIN OPERATION AND MAU" ENANCE AGREEMENT
Maintenance activities shall be performed as follows:
I. Inspect the biotetention area system for soil and mulch erosion, vegetate cover, and general condition after every
significant runoff producing rainfall event and at least monthly. Remove trash as needed.
2. Repair eroded areas immediately, re -send and rc-mulch as necessary to maintain good vegetative and mulch cover.
3. Remove accumulated sediment as needed to maintain good 'infiltration. When the filtering capacity diminishes
substantially (e.g., when water ponds on the surface for more than 24 hours), the top few inches of material must he
removed and rcplacccl with fresh planting soil material. The removed sediments should be disposed of in an acceptable
manner (e.g., landfill).
4. Replace, or add additional mulch as needed. Removal of the old mulch layer before applying the new layer is
recommended every 2 to 3 years.
5. Prune trey and shrubs and remove debris on an annual basis. Grassed vegetation shrxtld not exceed 6 inches in height.
6. Treat all diseased trees and shrubs whenever needed. Remove and replace all dead and diseased vegetation considered
beyond treatment every 6 months.
7. Replace support stakes yearly (in the Spring). Raphuco deficient stakes or wires whenever needed.
g. Soil testing shall be conducted annually to determine p)i and any accumulaticm of toxins in the planting media. Lithe
or other alkaline substances shall be applied as recommended per the suit test and toxic soils shall be removed.
disposed of properly and replaced with new planting media
9. All components of the biorctenlion area system shall be maintained in good working order.
I acknowledge and agree by my signature: below that 1 am responsible for the performance of the eight maintenance
procedures listed above. I ngree to notify DWQ of any problems with the system or prior to any changes to the system or
responsible party.
Print name: 7tM TJ gw:sanr}t'
Title;— fte& qd;PJT
Address: _P(O 90A 16C7
Phone:
Signatu
Date: a1(40'1
Note; The 4,Wiy responsible party should not be a ha unc s assucialim artless mare than %%cf the tan hasc been sold and a rnidad of the
sthdivickm ttas been named the presidrnt.
I• _S u Oa.. A- T Tpk. , a Notary Public for the State of p, .mY Co" (-.ot
County of _1+EA-Tewr r� _,do hereby certify that - i • „�e•a++.! _
personally appeared before me this _day of'_�erS t, w.y 1. o 7 , and acknowledge the due
execution of the forgoing bioretention basin maintenance requirements. Witness my hand and official seal,
SEAL
SWU-Ixx 2.07
Page 3 of 3
My commission expires 3—s-07

z/�_4 / nva .n✓sue 07
OFFICE USE ONLY _
Date Received
Fee Paid
Permit Number
OS o4 v
4:��
o oZZ
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
{CEV15en 5-Z-o7
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
l rsMM/'Qc�G1r_ GAt��/ Mtv ?t_e >oc,7rs Arz e_
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Tlrg "— SoLkE CRF_S1Datx6
3. Mailing Address for person listed in item 2 above:
_t ) ._LZO`f_eR
City: ttYTor N State: N L zip: Z798�o
Telephone Number:
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
L.o-r 1, AEILTF6�b Cogr-3� ln)nos-raIAc_ fACL
5. Location of Project (street address):
Nl» T L, A Y-
City:-W- -f1 ipQ1J County:_/�G r �
6. Directions to project (from nearest major Intersection):
O. S -MILES WEST 0r1 g W y / 59 F z �A_ -cfkE 1rTr succrroW air 1 kr N /,
rt NW`1 13. THsa Lem o� /aDusYGt� fA�� DK. 5rT6 oa-7uE�,�-u� .P�e��.
7. Latitude: 3 / Longitude: r% W of project
8. Contact person who can answer questions about the project:
Name: —4sotd A • MiZEuLE Telephone Number: (_ZSZ ) 339? —5gr71
II. PERMIT INFORMATION:
1. Specify whether project is (check one): _New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of

l,:�l_ �. �i r. _S.. it%��5�

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density _High Density _Redevelop General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major ,Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
STOQMWATl?� 2UAOF WILL RE gy cu Kg ! Gyrrm?_ , L&� cr TIfE gp?,"L7,,!72
OF -rAe PAe Ki.kf AaeAS 7b Ftu_ ,t.ES THAT Witte CaNyB�F 2uNo YF ,4LaACr L8tiF7_
PQIo2 -ro Lin1CT TF.fE �lo(2E?E�T�o�1 QF(S�nSS._V6irt?�kn,✓E_F_iL7iS�
AIZF PZOVtbeo F6C lay PASS 5ey&xp 7we i" 5-mtzAcC V0' csAns.
2. Stormwater runoff from this project drains to the C4d5o J -r.) River basin.
3. Total Project Area: 9 •0 I acres 4. Project Built Upon Area: Gq. 7s %
o
5. How many drainage areas does the project have? 9.0(
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
/nl,�.L tN[7i CZ5-q-e- t�)
M/LLBPx4�F\CZS-N-✓-I
Receiving Stream Class
G ' Q st-o
Drainage Area
Z7 , 33 AL
Existing Impervious' Area
0 SF
/9 OCO 5F
Proposed Impervious"Area
/ z S �BZ. 51=
100 7�/O 5F
% Impervious' Area (total)
96, ZS%
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
114 / 52 5r-
,i /E Oo0 sr -
On -site Streets
p
On -site Parking
/ Z 1 p 3 p 51=
On -site Sidewalks
p
Other on -site
p
Off -site
O
C")
Total: / ZS 1eZ 5T--
Total: ZOO WO SI= )
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of
ZZ/ If
ze,3/ 770

7.. How was the off -site impervious area listed above derived?
IV. DEED
AND PROTECTIVE COVENANTS
The following Italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as Issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not Include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled In, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form ...) AaA
• One copy of the applicable Supplement Form(s) for each BMP NAM
• Permit application processing fee of $420 (payable to NCDENR) \d AA
• Detailed narrative description of stormwater treatment/management ,ACAt-
• Two copies of plans and specifications, including: _ L AM
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number &date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. �I
Designated agent (individual or firm):AL i5em4octe O A-ccc_taxas LTA .
Mailing Address: 7l' WAng7ff- T
City: L_�7,-7Zk tarry State: TJ L Zip: Z9969
Phone: ( zs -L'__ ) - S971
VIII. APPLICANT'S CERTIFICATION
Fax: ( Zsz- ) 339--67/9
I, (print or type name of person listed in General Information, item 2) ) 1 M
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protectl venants will be rded, and that the proposed project compiles with the requirements of 15A
NCAC 2H .I
Date: __11 =A — O
117
Form SWU-101 Version 3.99 Page 4 of 4

-- rle
Albema
& ASSOCIATES, LTD.
Commercial Ready Mix
Stormwater Narrative
Existing Conditions: The proposed Commercial Ready Mix site is located on an 8
acres parcel located on lot 1 of the Hertford Industrial Complex in Winton. The parcel is
located on Industrial Park Drive and has an existing ditch located along the north, south
and west perimeter of the site. The Soil Survey for Hertford County has mapped the
soils to consist primarily of Treeloam and soil borings have found large amounts of clay.
Elevations on the project range from 42 to 46 feet above sea level. The existing ditched
convey the runoff from the site and ultimately to Mill Branch.
Proposed Development: Commercial Ready Mix intends to develop the site to serve
as a maintenance facility for their associated commercial operations. Plans consist
primarily of a large paved area for parking and storage of vehicles as well as two large
structures. The land is being developed to convey runoff via sheet flow to two proposed
bioretention areas.
Permitting Compliance: The site is being developed per the High Density Stormwater
Management Option, for the Coastal Counties. Stormwater management for the entire
development will be designed and permitted in accordance with the North Carolina
Department of Environment and Natural Resources, Stormwater Management Rules.
The bioretention areas have been designed to manage runoff produced by one -inch of
rainfall. The existing clay soil will be excavated to a depth of 24" and replaced with a
loamy sand mixture. Underdrain is provided along portions of the basins edge due toi
relatively high inverts within the existing ditch. This runoff is directed to the basins via
flumes within the curbed parking area. At this point, riprap has been provided to
dissipate energy and distribute the runoff to the basins by level spreaders where
possible. Excess runoff is routed through a vegetative filter prior to discharge into the
existing perimeter ditches. The submitted information includes the NCDENR
Stormwater Management Application, Bioretention Basin Supplement, built upon area
calculations, stormwater management drawings, and application fee.
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fox: 252-041-0965

REVISED SOILS REPORT
for
CRMP — Winton, NC
The site is nearly level, which is typical of the Coastal Plain region of North Carolina, with an
elevation change of ranging from 41.00 MSL to approximately 45.00 MSL. The entire site was
prior timberland (prior to 1998). Current site condition is cleared with roughly 12" of Fill Sand.
The Soil Survey for Hertford County has mapped the soils to consist mainly of Lf (Tree Loam)
with a depth to Season High Water Table (SHWT) of 0.5 to 1.5 feet.
However, upon completion of recent soil borings, it was determined that this site showed signs
of a more Clay subsurface down to 48 inches and no SHWT within the first 60 inches. Albemarle
& Associates performed soil borings on November 15, 2006 of the north and south portions of
the property where the proposed basins are to be located. Borings were taken utilizing a hand
auger down to a depth of 60 inches with little to no variation from one boring to the next.
The site consists of "fill" sand to a depth of 12 inches. The section of soil from 12 inches down
to 24 inches contains tan clay. The soils in this section were sticky, but friable with no mottling.
From 24 inches to 48 inches, the soils are sticky, tan clay with grey loam mix. Again, no
mottling was found.
The soils found between 48 inches and 60 inches were found to be grey, very sticky loam -clay
with some tan mix. This section would be more indicative of the Tree Loam soils as indicated in
the Soil Survey of Hertford County. Again, no mottling found.
The borings taken were both at approximately a 45.00 MSL ground level. This would put the
extent of the boring log down around 40.00 MSL. The adjacent property to the North showed
elevations along the 2-foot deep ditch banks of about 42.00 MSL. Some water was observed in
these ditches at very minimal depth due to recent rains prior to the site visit.
Permeability in the surface soil is considered to be moderate while the subsurface soils have a
slow to no permeability rate down to 48 inches. The soils found at 48 to 60 inches would have a
slow to moderate permeability rate.
Prepared by Albemarle & Associates, Ltd 5/2/2007

�GG
�
a
t
�
fig

EC1043A CRIMP, Inc.
Lot 1, Hertford Industrial Park
Winton, NC
Stormwater Pond Soil Borings
Soil Boring
depth
Basin #1
BasIn 2
0" to 12"
Fill Sand
Fill Sand
12" to 24"
Tan Clay,
Tan Clay,
Friable
Friable
Tan Clay,
Tan Clay,
24" to 36"
Slightly Sticky,
Slightly Sticky,
Some Grey
Some Grey
Tan & Grey
Tan & Grey
36" to 48"
Clay, Sticky yet
Clay, Sticky yet
Friable
Friable
Grey Clay Loam
Grey Clay Loam
48" to 60"
w/some Tan,
w/some Tan,
Very Sticky
Very Sticky
Depth to Water
Beyond 60"
Beyond 60"
Table
Borings performed by Jason A. Mizelle 11/15/06
Albemarle Associates, Ltd.
117C N. Water Street, Elizabeth City, NC 27909
Phone: [phone] Fax: [phone]

r
1
a

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
BIORETENTION BASIN SUPPLEMENT
,Q�vlse-o� s-2--o7
DWO StormwaterManagement Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a bioretention
area supplement for each proposed system, sealed design calculations, soils report and 2 sets of plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Commercial Ready Mix Products — Winton, NC
Contact Person: Jason Mizelle (Albemarle & Associates) Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: DA #2 (North Basin)
(must match the DA N on the application & plamsl
11. DESIGN INFORMATION -Attach supporting calculations/documentation. Provide a written soils report based
on actual field investigations conducted by a qualified individual. The soils report should include informational
references to the County soils maps when available. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
In -Situ Soil Type
Clay -Loam
In -Situ Soil Infiltration Rate
0.52
in./hr. (the most restrictive soil layer)
/- i
SHWT Elevation Greater than 5 ft Depth
ft. (Seasonal High Water Table elevation) .So r �+°^'7 o•J--
Planting Soil Texture
Loam -Sand
(must be a sandy loam, loamy sand, or loam texture)
Planting Soil Infiltration Rate
2
in./hr. (estimated)
Basin Design Parameters
Drainage Area
117893
sq.ft. (on -.rite and off -site drainage to the basin)
Impervious Area
100,740_
sq.ft. (on -.site and of -site drainage to the basin)
Design Storm
I
inch (1.5 inch event for SA waters, 1 inch event for others)
Design Volume
8996
c.f. (storage volume required)
Inlet Velocity
Less than 2
fps
Drawdown Time
24
hours
Basin Dimensions
Basin Size
Basin Volume Provided
Minimum # of plantings
Total #of plantings provided
Basin Elevations
Temporary Pool Elevation
Planting Elevation
Bottom Elevation
140 (triangle) ft. x 135 ft. = 9416 sq. ft. (surface area at basin bottom)
9416 c.f.
86 stems (400 stems per acre ofbioretention area is required at a minimum)
86 = Trees 21 + Shrubs 65 (must be at least I tree for every 3 shrubs)
44.50 fmsl (elevation of the bypass/outlet structure)
43.50 fmsl (elevation of the ground surface bottom)
41.50 fmsl (elevation of the bottom of the planting media)
This system (check one) ❑ does ❑ does not incorporate the use of an under -drain.
SWU-lxx 2.07
Page 1 of 3

tf;.

iIC REQUI[RED ITEMS CHECKLIST
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If a requirement has not been suet, attack written justification. An incomplete submittal
package will result in a request for.additional information and will substantially delay final review and approval of the
project.
Applicants initials
)A2M _ a. System is located 50 feet front class SA waters and 30 feet from other surface waters.
b. No vertical sand bed is proposed.
_ c. The bioretention area is at least 15 feet wide by 40 feet long.
d. A grass buffer strip and sheet flow conditions are provided at the inlet.
_ e. Seasonal High Water table depth is at least 2 feet below the planting elevation surface.
E Pending depth of6-12" is provided.
g. In -situ soils have a minimum hydraulic conductivity of 0.52 inches per hour.
CE/Lt It. An in-depth soils report is provided.
i. The planting soil has a minimum hydraulic conductivity of 0.52 inches per hour. The type and
placement specifications of the planting media are noted on the plans,
j. The planting soil meets minimum soil specifications per the latest version of the NCDL•NR Stormwater
Best Management Practices Manual, including a low phosphorus content to promote phosphorus
removal. (P-Index of 20 to 40 is optimal.)
_]AK k. System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within 24 hours_ Draw down calculations are attached.
I. A planting plan and schedule with species and densities are provided on the plans.
m. Type of mulch layer and depth is specified on the plans.
J n. Plan and section details for the bioretention area are provided. (including dimensions and elevations)
o. Plan details for the inlet and outlet structures are provided. (including dimensions and elevations)
p. All side slopes stabilized with vegetated cover are no steeper that 3:1 (H:V).
l_ q. A benchmark is provided to determine the sedimem accumulation in the basin area.
r. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum length is 50
feet for SA waters, 30 feet for other waters). .
CAM_ s. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided)_
t. Plans ensure that the installed system will meet design specifications (constructed or restored) upon
initial operation once the project is complete and the entire drainage area is stabilized.
SWU-lax 2.07,
Page 2 of 3

IV. BIORETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Maintenanccactivities shall be peffortned as follows:
1. Inspect the bioretcntion area system for soil and mulch erosion, vegetated cover, and general condition after every
significant runoff producing rainfall event and at least monthly. Remove trash as needed.
2. Repair eroded tunas immediately, to -seed and re -mulch as necessary to maintain good vegetative and mulch cover.
3. Remove accumulated sediment as needed to maintain good infiltration. When the filtering capacity diminishes
substanl ially (e.g., when water ponds on the surface for more than 24 hours}, the top few inches of material must be
nunovod and replaced with fresh planting soil material. The removed sediments should be disposed of in an acceptable
manner (ag., landfill).
4. Replace, or add additional mulch as needed. Removal of the old mulch layer before applying the new layer is
recommended every 2 to 3 years.
5. Prune ruses and shrubs and remove debris on an annual basis. Grassed vegetation should not exceed 6 inches in height.
6. Treat all diseased trees and shrubs whenever needed. Remove and replace all dead and diseased vegetation eonsidered
beyond treatment every 6 months.
7. Replace support stakes yearly (in the Sprung). Replace deficient stakes or wires whenever needed.
8. Soil testing shall be conducted annually to determine pH and any accumulation of toxins in ttw planting media. Lime
or other alkaline substances shall be applied as recommended per the soil test and toxic soils shall be removed,
disposed of property and replaced with new planting media.
9. All components of the biomtention area system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performan m of the eight maintenance
procedures listed above. 1 apec to notify DWQ of any problem with the system or prior to any changes to the system or
responsible party.
Print name: -rj A A%8 60k4E
Title: t>,!;P.rr
Phone:
Sigma
Date: eQ
--ram
Note: The leoly roponnible Deny should not be a tameo"ors association unless mote than 50%of the loft have bon mold and a tesidad of the
WWivickro tuts been meted the pnsidmL
1: rut. a Notary Public for the State of Gam, f .+
County of lhE�Gcwt7 do hereby certify that 't7 • ✓a• s. —C
personally appeared befare me this _day of Ft[rS t w.y 2007,, and acknowledge the due
execution of the forgoing bioretention basin maintenance requirements. Wituess my hand and official seal,
SEAL
SWU-Irmo 2.07
Page 3 of 3
My commission expires 3 _s-a7

�EvISBo S`- Z -017
Commercial Ready Mix - Hertford Industrial Parkpi;
Stormwater Drainage Area #2
Drainage Area 117,893 sf 2.71 ac
SURFACE AREA INFORMATION
Surface
C Value
Area
C*A
Parking/Drive Aisles -Asphalt
0.95
82,740>
78,603
Building
0.95
18,000
17,100
Grass
0.25
5,339
1,335
Total Surface Area
106,079
97,038
Stormeater Management Areas
C Value
Area
C*A
Stormwatcr Basin Management Area
1.00
11,814
11,814
Total Stormwater Management Areal
11,814
11.814
Total Contributing Area
117,893
108,852
(note: surface area of existing ditch to remain is excluded from contributing area calculations)
Composite C
Contributing Area
Infiltration Basin Characteristics
Basin Storage
Stormwater Basin
Total
Swale Storage
Swale
Total
Infiltration --
Infiltration Basin
Swales Basin
Total
Void Space
Main
Stormwater Mmmizement
Intensity(m./hr)
Runoff (cfs)
2-1-lour Runoff Volume (cf)
Pond Storage Volume (ef)
Pond/Swale Infiltration Volume (cf)
Void Volume Under Pond (cf)
Total Stormwater Managed (cf)
Percent Retained
0.92
2.71 ac
Side Sloe
De th f[
Volume c
6:1
. 1
, 9,416
9,416
Side Sloe
Depth ft
Volume c
0
0
,2v :.ost.
y ,F_.J-_ • 9 /
Surface Areas
Infiltration Rate in./hr
Infiltration Volume c
I I,814
0.50
985
0
0.50
0
11,814
985
Surface Areas
% Voids
Depth ft
Void Volume c
0
0
1"
1.5"
4.3"
5.0"
0.5
0.75
2.15
2.50
1.25
1.87
5.37
6.25
8,996
13,494
38,683
44,980
9,416
9,416
9,416
9,416
985
985
985
985
0
0
0
0
10,401
10,401
10,401
10,401
116%
77%
27%
23%
• - Stormwater falling upon the dminfield and perimeter areas with greater than two feet separation
excluded from calculations due to the porosity of existing conditions.
"" - based on two hour infiltration rate.

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
BIORETENTION BASIN SUPPLEMENT
,2ty-visev_� 5--2-off
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a bioretention
area supplement for each proposed system, sealed design calculations, soils report and 2 sets of plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Commercial Ready Mix Products — Winton. NC
Contact Person: Jason Mizelle (Albemarle & Associates) Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: DA # I (South Basin)
(must march the DA # on the application & plans)
IL DESIGN INFORMATION -Attach supporting calculations/documentation. Provide a written soils report based
on actual field investigations conducted by a qualified individual. The soils report should include informational
references to the County soils maps when available. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
In -Situ Soil Type Clay -Loam_
In -Situ Soil Infiltration Rate 0.52 in./hr. (the most restrictive soil layer)
SHWT Elevation Greater than 5 ft Denth ft. (Seasonal High Water Table elevation) Co So S
Planting Soil Texture Loam -Sand (must be a sandy loam, loamy sand, or loam texture)
Planting Soil Infiltration Rate 2 in./hr. (estimated)
Basin Design Parameters
Drainage Area 145,139_ sq.ft. (on -site and off -site drainage to the basin)
Impervious Area 125,182 sq.ft. (on -site and off -site drainage to the basin)
Design Storm I inch (1.5 inch event for SA waters, I inch event for others)
Design Volume 11,359` c.f. (storage volume required)
Inlet Velocity Less than 2 fps
Drawdown Time 24 hours
Basin Dimensions
Basin Size
Basin Volume Provided
Minimum # of plantings
Total #of plantings provided
Basin Elevations
Temporary Pool Elevation
Planting Elevation
Bottom Elevation
75 ft. x 182 ft. = 13.627 sq. ft. (surface area at basin bottom)
_ 14.905 _ a,f.
120 stems (400 stems per acre of bioretention area is required at a minimum)
120 = Trees 30 + Shrubs 90 (must be at least I tree for every 3 shrubs)
43.30 fmsl (elevation ofthe bypass/ouilet structure)
42.30 fmsl (elevation ofthe ground surface bottom)
40.30 fmsl (elevation of the bottom ofthe planting media)
This system (check one) ❑ does ❑ does not incorporate the use of an under -drain.
SWU-Ixx 2.07
Page I of 3

,...•
,. ,.
,...
,. � ..
r,
. ,
;.
.
��

M. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If it requirement hay not been uner, attach written justification. An incomplete submittal
package will result in a request for.additional information and will substantially delay final review and approval of the
project.
Applicants Initials
)&4 a. System is located 50 feet from class SA waters and 30 fect from other surface waters.
)may b. No vertical sand bed is proposed.
c. The bioretention area is at least 15 feet wide by 40 feet long.
a_ d. A grass buffer strip and sheet flow conditions are provided at the inlet.
l tky�_ e. Seasonal High Water table depth is at least 2 feet below the planting elevation surface.
f. Ponding depth ofb-12" is provided.
g. In -situ soils have a minimum hydraulic conductivity of 0.52 inches per hour,
dAM It. An in-depth soils report is provided.
i. The planting soil has a minimum hydraulic conductivity of 0.52 inches per hour. The type and
placement specifications of the planting media are noted on the plans.
The planting soil meets minimum soil specifications per die latest version of the NCDENR Stortuwater
Best Management Practices Manual, including a low phosphorus content to promote phosphorus
removal. (P-Index of 20 to 40 is optimal,)
v k. System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within 24 hours. Draw down calculations are attached_
jA:L&A I. A planting plan and schedule with species and densities are provided on the plans.
\AM-- an. Type of mulch layer and depth is specified on the plans.
A/>t_ n. Plan and section details for the bioretention area are provided. (including dimensions and elevations)
o. Plan details for the inlet and outlet structures are provided. (including dimensions and elevations)
p. All side slopes stabilized with vegetated cover are no steeper that 3:1 (MV).
q. A benchmark is provided to determine the sediment accumulation in the basin area.
r. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum length is 50
feet for SA waters, 30 feet for other waters).
s_ Runoff in excess of the design volume bypasses of --line systems (bypass detail provided).
t. Plans ensure that the installed system will meet design specifications (constructed or restored) upon
initial operation once the project is complete and the entire drainage area is stabilized.
SWU-lxx 2.07
Pare 2 of 3

IV. $IORETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Maintenance activities shall be performed as follows:
1. Insped the bioiewntion area system for soil and mulch erosion, vegetated cover, and general condition after every
significant runoff producing rainfall event and at least monthly. Remove trash as needed.
2. Repair eroded areas immediately, rc-sced and rc-mulch as necessary to maMtain good vegetative and mulch cover.
3. Remove accumulated sediment as needed to maintain good infiltration. When the filtering capacity diminishes
substantially (e.g., when water ponds on the surface for more than 24 hours), the top few inches of material must he
removed and replaced with fresh planting soil material. The removed sediments should be disposed of in an acceptable
manner (e.g., landfill).
4. Replace, or add additional mulch as needed. Removat of the old mulch layer before applying the new layer is
recommended every 2 to 3 years.
5. Prune trees and shrubs and remove debris on an annual basis. Grdased vegetation should not exceed 6 inches in height
6. Treat all diseased trees and shnubs whenever needed. Remove and replace all dead and diseased vegetation considered
beyond treatment every 6 months.
7. Replace support stales yearly (in the Spring). Replace deficient stakes or wires whenever needed.
8. Soil testing shall be conducted annually to determine pFl and any accumulation of toxins in the planting media. Lime
or other allmline substances shall be applied as recommended per the soil test and toxic soils shall be retwv0 ,
disposal of property and replaced with new plaming media.
9. All components of the biorctention area system shall be maintained in good worsting order.
1 acknowledge and agree by my signature below that I am responsible for the performatxx of the eight masn enance
procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any changes to the system or
responsible party.
Print name: rrM POWSoMt
Title: fttz t aew"T
Adchcs
Phone:
Signatu
Date: a 6 0
Note: The legally rapotWbie party should oat be a homm"an associdcon unless mare than 50%ofthe late have been gold and a midoo of the
subdivickm has been named the pns4atL
TT-- a Notary Public for the State of Meg ca-r. F..i
County of `l E �G +i do hereby certify that -n + „e..s....e _
personally appeared before me this (, Y' -_day of Ec*,C•. , zoo 2 , and acknowledge the due
execution of the forgoing bioretention basin maintenance requirements. Witness my hand and official seal.
SEAL
SWU-lxx 2.07
Page 3 of 3
My commission expires 3 -5--0i

RGti ISGt. 5 - Z - 0t-7
Commercial Ready Mix - Hertford Industrial Park
Stormwater Drainage Area #1
Drainage Area
145,139 sf = 3.33 ac
SURFACE AREA INFORMATION
Surface
C Value
Area
C*A
Parking / Drive Aisles -Asphalt
0.95
121,030
114,979
Building
0.95
4,152
3,944
Grass
0.25
1,916
479
Total Surface Area
127,098
119,402
Stormwater Management Areas
C Value
Area
C*A
Sturmwater Basin Management Area
1.00
18,041
18,041
Total Stormwater Management Areal
18,041
18,041
Total Contributing Area
145,139
137,443
(note: surface area of existing ditch to remain is excluded from contributing area calculations)
Composite C
Contributing Area
Infiltration Basin Characteristics
Basin Storage
Stormwater Basin
Total
Total
Infiltration **
Infiltration Basin
Swales Basin
Total
Void Space
Main
Stormwater Management
Intensity (in./hr)
Runoff (cfs)
2-Hour Runoff Volume (cf)
Pond Storage Volume (cf)
Pond/Swale Infiltration Volume (co
Void Volume Under Pond (co
Total Stormwater Managed (cf)
Percent Retained
0.95
3.33 ac
Side Sloe
De th ft
Volume c
6.1
I
14,905
14,905
Surface Area s
Infiltration Rate in./hr
Infiltration Volume c
18,041
0.50
1,503
0L
0.50
0
18,041
1
1,503
Surface Areas
% Voids
I Depth(fit)
Void Volume c
0
0
V
1.5"
4.3"
5.0"
0.5
0.75
2.15
2.50
1.58
2.37
6.78
7.89
11,359
17,038
48,843
56,795
14,905
14,905
14,905
14,905
1,503
1,503
1,503
1,503
0
0
0
0
16,408
16,408
16,408
16,408
144%
96%
34%
29%
* - Stormwater falling upon the drainfield and perimeter areas with greater than two feet separation
excluded from calculations due to the porosity of existing conditions.
" - based on two hour infiltration rate.

`', ;
.�
�� .. r
. �'� _
�', ..
:��.�,
' '3
� ,
�• �f�'
:die.; `. i_,•d. _d'
' • v:
. .
. .
��

5W'7076aal
11bemarle
& ASSOCIATES, LTD.
May 2, 2007
North Carolina Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
ATTN: Bill Moore
-�.
MAY 0 4 2007
RE: Commercial Ready Mix Products, Inc. —Winton, NC
Dear Mr. Moore:
Find enclosed the Revised Stormwater Permit submittal for the above -referenced
project as per your comments dated April 24, 2007. Enclosed you will find the (2) copies
of the Revised Stormwater Plan, Revised Application, - Revised Bioretention
Supplement, Revised Calculations, Revised Soils Report with Boring Logs and
Narrative. We have corrected the specific items in your letter and also have addressed
the comments from our conversation and emails.
Should you have any additional questions or concerns, please contact us.
Sincerely,
10
Jason A. Mizelle
Project Manager
cc: EC1043A
Engineering -- Surveying -- Land Planning
117C N. Water Street, Elizabeth City, NC 27909
Telephone: [phone] Fax: [phone]

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolinas
QJ Department of Environment and Natural Resources /�
P�� OS Division of Water Quality. ) ` "' 4 %J
k STORMWATER MANAGEMENT PERMIT APPLICATION FORM �Qft
10) �^ This form may be photocopied for use as an original
I. GENERAL INFORMATION 1 j:� na s
1. Project Name (subdivision, facility, or estab 'shmen, hould be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.): �� Q
Barnhill Contracting Plant - Winton `
2. Location of Project (street address):
Industrial Park Road - Hertford County Industrial Park
City:Winton County:Hertford Zip:27986
3. Directions to project (from nearest major intersection):
-From US 13/158, turn left onto US-158W near Winton. Take the 1�t left onto Industrial Park Road at Hertford
County Industrial Park. Site is at the end of the paved roadway (0.5 mile±)
4. Latitude:36° 23' 31.1634" N Longitude: 76° 57' 4.4634" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 16.0 ac of Disturbed Area
®NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit: -
Form SWU-101 Version 07Jun20I0 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Barnhill Contracting Company
Signing Official & Title: David Glover, Asphalt & QC General Manager
b.Contact information for person listed in item la above:
Street Address: PO Box 1529
City: Tarboro
Mailing Address (if applicable):
Phone: (252 ) 823.1021
Email: dgloverQbarnhillcontracting.com
State: NC Zip: 27886
Zip:
Fax: (252 ) 824.8276
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/1
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
Phone: ( 1
State:
State:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the projeces construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Barnhill Contracting Company
Signing Official & Title: David Glover, Asphalt & OC General Manager
b.Contact information for person listed in item 3a above:
Mailing Address: PO Box 1529
City: Tarboro State: NC Zip: 27886
Phone: (252 ) 823.1021 Fax: (252 ) 824.8276
Eniail:[e-mail]
4. Local jurisdiction for building permits: Town of Winton
Point of Contact: Paul Vaughn Phone #: (252 ) 358.7814
Form SWU-101 Version 07Jun2010 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The site naturally drains to a gentle swale heading west at the middle of the property. Grassed diversion
ditches will direct runoff to a sediment basin with rock dam and baffles prior to discharging over a 20' weir
into the wooded buffer that completely encompasses the site.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11- Post Construction
3. Stormwater runoff from this project drains to the Chowan River basin.
4. Total Property Area: 19.91 acres 5. Total Coastal Wetlands Area: 0.0 acres
6. Total Surface Water Area: 0.0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area': 19.91 acres
Total project area shall be calculated to exclude the follouin the norrual pool of imppounded strictures, the area
behveen the banks of streams and rivers, the area below the Normal Hi h Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHI� line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlmids lmidrvard of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 13.1
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormwater BMP. For Ioeo density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form S W U-101 Version 07Jun2010 Page 3 of 7

Basin information
Drainage Area 1
Drainage Area
Drainage Area
Drainage Area
Receiving Stream Name
unnamed
tributary of
Mill Branch
Stream Class
C; NSW
Stream Index Number *
25-4-8-11
Total Drainage Area (so
805,860
On -site Drainage Area (so
718,740
Off -site Drainage Area (so
87,120
Proposed Impervious Area" (so
123,900
% Impervious Area** total
14.1%
Impervious- Surface Area
Drainage Area 1
Drainage Area _
Drainage Area
Drainage Area
On -site Buildings/Lots (so
2,100
On -site Streets (so
1,800
On -site Parking (so
60,000
On -site Sidewalks (so
0.0
Other on -site (so
50,000
Future (so
0.0
Off -site (sf)
0.0
Existing BUA*** (so
0.0
Total (so:
113,900
Ke,
Stream Class and Index Nuntbercat be determined at: htip://portaLncdenr.orghoebhnq&s/csldclassifirntions
Impqervious area is defined as the built upon area including, but not litnited to, buildings, roads, parking areas,
siXR,alks, gravel areas, etc.
Report only tlat,alnount ofexisting BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by nea BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. From contours
provided by Hertford County CiS (see runoff map in enclosed calculations)
Projects in Union County: Contact DIVQ Central Office slaffto check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent .stnrmtvater requirements as per NCAC 02B .0600.
V. SUPPLEMENT -AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httti://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wg/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package fromhttp://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (seated, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
ht!p://www.envhelp.orp:/pages/`onestopexpress.html for information on the Express program
Form SW U-101 Version 07Jun2010 Page 4 of 7

and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mileof the site boundary, include the'h
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: _
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Dra inage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWP prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 719 Page No: 872 _
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ /www.secretarv.state.nc.us/``Corporations/CSearch.aspx
Form SWU-101 Version 07Jun2010 Page 5 of 7

VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: David C. Revoir, PE
Consulting Firm: Appian Consulting Engineers, PA
Mailing Address: PO Box 7966
City: Rocky Mount State: NC Zip: 27804
Phone: (252 ) 972.7703 Fax: (252 ) 972.7638
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that 1
own the property identified in this permit application, and thus give permission to (print or type mmne of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form S W U-101 Version 07Jun2010 Page 6 of 7

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of County of
do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item la) David Glover, Barnhill Contracting Company,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-1.1000, SL 2006-246 (Ph. 11 - Post Construction) or SL 2008-211.
Date:
a Notary Public for the State of
do hereby certify that
County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 07Jun2010 Page 7 of 7