SW7080414_CURRENT PERMIT_20080428

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE,l)�
YYYYM M D D

FwarF
b)O:Ko
RO - Michael F. Easley, Governor
62 y William G. Ross Jr., Secretary
6 [ North Carolina Department of Environment and Natural Resources
Coleen 11. Sullins, Director
Division of Water Quality
April 28, 2008
Comer Family, LLC
Attn.: Donna H. Comer
107 Greenfield Heights Boulevard
Havelock, NC 28532
Subject: Stormwater Permit No. SW7080414
State Farm Insurance Office
High Density Project
Craven County
Dear Ms. Comer:
The Washington Regional Office received a complete Stormwater Management Permit
Application for State Farm Insurance Office on April 18, 2008. 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. SW7080414
dated April 28, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until April 28, 2018, 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 150E 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 concerning this matter, please
contact Samir Dumpor, or me at [phone].
incer ly,
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/sd: J:\WPDATA\WQS\ State SW-SD\Permits — Wet Pond \SW7080414
cc: Joseph Avolis, PE, Avolis Engineering, P.A.
raven County Building Inspections
,,-'Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: \vww.nc,vaterqualitv.org
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
NorthCarolina
Naturally
An Equal OpportunitylAffinnafive Action Employer— 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7080414
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
Comer Family, LLC
State Farm Insurance Office
Craven County
FOR THE
construction, operation and maintenance of a wet pond 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.
This permit shall be effective from the date of issuance until April 28, 2018, 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 3 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 30,613 square
feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
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 the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The following design criteria have been provided in a wet pond and must be
maintained at design condition:
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7080414
a.
b.
C.
d.
e.
f.
9
h.
i.
J
k.
M.
n
161
Drainage Area, acres:
Total Impervious Surfaces, ft2:
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Required Permanent Pool Surface Area, ft2:
Provided Permanent Pool Surface Area, ft2:
Permanent Pool Volume, ft3:
Temporary Storage Elevation, FMSL:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Controlling Orifice:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
IL SCHEDULE OF COMPLIANCE
WET POND
1.15
30,613
5.0
90%
47.00
3,411
3,675
4,138
47.56
2,507
2,507
1 1/8"0 pipe
Cedar Creek / Neuse River Basin
27-112-3
"SC: Sw. NSW"
1. 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 surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
M
Records of maintenance activities must be kept and made available upon
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7080414
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. The facilities shall be constructed as shown on the approved plarrs. 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, prior to issuance of a Certificate of Occupancy,
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. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
12. 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7080414
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, 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. The permittee is responsible. for compliance with all permit
conditions until such time as the Division approves the transfer request.
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 143-215.6A to 143-215.6C.
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) having 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 permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. 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.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
10. This permit shall be effective from the date of issuance until April 28, 2018.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 28th day of April, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7080414
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7080414
State Farm Insuarnce Office
Stormwater Permit No. SW7080414
Craven County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (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.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7080414
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Craven County Building Inspections
Paae 7 of 7

AN'OLIS ENGINEERING. P.A.
P.O. Box 15564 New Bern, North Carolina 28561 Office: 252.633.0068
Y' yyC:CV '?i cc1' A -t
May 4, 2011
Mr. AI Hodge
Regional Supervisor
Surface Water Protection Section
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Engineer's StormvaterCertification —SW7080414
State Farm Insurance Office, Craven County, North Carolina
AE Project No. 08009
Dear Al:
MAY -52011
�y1 i,,lr-4fYA R0
Enclosed please find the Engineer's Stormwater Certification for the above -referenced project.
Should you have any questions relating to this matter or need any additional information or
assistance, please do not hesitate to call.
Sincerely
C. Avolis, P.E.

•
State Storm�r Management Systems
Permit No. SW7080414
State Farm Insuarnce Office
Stormwater Permit No. SW7080414
Craven Countv
Designer's Certification
RECEIVED
MAY —62011
I, Umtf C. Ayeb's as a duly registered 154AWEE iri the
State of North Carolina, having been authorized to obse penodica weekly/ full
time) the construction of the project,
(Project)
for 'peeir4A A �?a6w Cvmtr (Projec 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.
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification:
Signature
Registratic
Date r
SEAL
Page 6 of 7

• State Storm r Management Systems
Permit No. SW7080414
Certification Requirements:
_*1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted,
amoun'Yof'built=upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located'such &6t the —runoff is` die" cted1into the'system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The'outlet structure is located per the,ap proved'. pIons.,,
S7. Trash rack is provided on the outlet/bypass structure.
1 dK 8. All slopes are grassed with permanent vegetation.
� g. Vegetated slopes are no steeper than 3:1.
__?�1'10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
1. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
3. All required design depths are provided.
4. All required parts of the system are provided, such'as a.vegetated shelf,
ll and a forebay.
�5. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Craven County Building Inspections
Paqe 7 of 7

IF-- Date Received I Fee Paid I Permit Number 11
u State of North Carolina SW,C K i�lig/Qs
IM GF€flVEPJ Department of Environment and Natural Resources
APR 18 2008
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
1)WQ_ NAR® This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signigg.Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
107 Greenfield Heights Boulevard
City:Havelock State:NC Zip:28532
Phone: [phone] Fax: [phone]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
State Farm Insurance Office
5. Location of Project (street address):
Corner of U.S. 70 Service Road and Stratford Drive
City:Havelock County:Craven Zip:28532
6. Directions to project (from nearest major intersection):
Take U.S. 70 into Havelock heading East 3/4 mile past Wal-Mart is Stratford Drive on the left Site is on
7. Latitude:34° 54.178' " N Longitude:76° 55.880' " W of project
8. Contact person who can answer questions about the project:
Name:Joseph C. Avolis P E Telephone Number: (252 ) 633-0068
Email:[e-mail]
It. PERMIT INFORMATION:
1. Specify whether project is (check one):
►4
❑Renewal ❑Modification
Form SWU-101 Version 03 27.08 Pale I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. 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):
❑LAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
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 .
Stormwater will be treated in a wet detention pond sized for 90% TSS removal
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Property Area: 1.1293 acres
4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 1.155 acres 7. Project Built Upon Area: 60.9
8. How many drainage areas does the project have? 1
9. 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.
For high density projects, complete the table with one drainage area for each engineered Stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Cedar Creek
Stream Class & Index No.
SC; Sw, NSW
Total Drainage Area (sf)
50,304 SF
On -site Drainage Area (sf)
Off -site Drainage Area (so
Existing Impervious* Area (sf)
0 SF
Proposed Impervious*Area (sf)
30,613 SF
% Impervious* Area (total)
60.9%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
9,821 SF
On -site Streets (so
0 SF
On -site Parking (sf)
18,557 SF
On -site Sidewalks (so
2,091 SF
Other on -site (sf)
144 SF (Patio)
Off -site (sf)
0 SF
Total (sf):
30,613 SF
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
Form SWU-101 Version 03.27.08 Page 2 of 4

10. How was the off -site impervious area listed above derived
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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. Forms can be
downloaded from htto://h2o.enr.state.nc.us/su/bml2 forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Oulparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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. Forms can be downloaded from htto://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-InfiltraLion Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constricted Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 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 Office. (Appropriate office may be found by locating project on the
interactive online map at ham://h2o.enr.state.nc.us/su/msi maps.htm)
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
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above) jJ
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
- 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. (ex. designing engineer or firm)
Designated agent (individual or firm): Avolis Engineering P.A.
Mailing Address: P.O. Box 15564
Phone: (252 ) 633-0068
Email:avolisen 1pmonlT ine.net
Vlll. APPLICANT'S CERTIFICATION
State: NC Zip: 28561
Fax: (252 ) 633-6507
12'oi;n
],(print or type name of person listed in General Information, item 2) lmma44. Comer
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 covenant I be recorded, and'that the proposed project complies with the requirements of 15A
NCAC 2H/-�
Datea
Form SWU-101 Version 03.27.08 Page 4 of 4

raw
AVOLIS ENGINEERING, P.A.
ZJ P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Soil Boring Report
State Farm Insurance Office
US 70 Service Road/Stratford Drive
Havelock, NC
Craven County
March 25, 2008
A single soil boring was made at the proposed wet pond location for the State Farm
Office strip center facility. The soil boring was completed on March 25, 2008 with a
hand auger by Joseph C. Avolis, PE.
The Craven County Soil Survey maps the soil in the area of the wet detention pond as the
Lynchburg type. Lynchburg is described as a somewhat poorly drained soil by the
survey. The typical Lynchburg soil description is a fine sandy loam in the upper 14
inches, a sandy clay loam at a depth of 14 to 65 inches, a fine sandy loam at a depth of 65
to 74 inches, and a loamy fine sand at a depth of 74 to 80 inches. At the depths to be
disturbed by this project, the Lynchburg soil is listed as having a permeability ranging
from 0.6 to 2.0 inches/hour.
The on site soil boring indicated similar soil characteristics to the general soil description
found in the soil survey. The following soil characteristics were observed:
Depth Elevation
0' 49.5'
1' 48.5'
2' 47.5'
3' 46.5'
Description
Surface Elevation
Grey sandy clay, 1 OYR/6/3
Greyish sandy clay, l0YR/6/2 matrix,
1 OYR/6/8 mottles.
Whitish sandy clay, IOYR/6/l, 1 0YR/7/6
Mottles.
3.5' 46.0' Whitish sandy clay, saturated IOYR/6/1
4.0' 45.5' Saturated sandy clay, 10/YR/6/1
The depth to standing water in the borehole was 36", elevation 46.5'.
The depth to the seasonal high groundwater at the boring location was 30 inches. This
depth corresponds to an elevation of47.0 feet.
The site is suitable for the construction of a wet detention pond. A large ditch drainage
outlet is available adjacent to the pond with an elevation of 46.4'. This ditch maintains
the maximum groundwater elevation at the site in the 46.4' to 47' range. 01%nnu
15360
ti
'°j�p H C.

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Stormwater Management Narrative
State Farm Insurance Office
US 70 Service Road/Stratford Drive
Havelock, NC
Craven County
This project proposes a high density development consisting of a strip office facility with
a State Farm Insurance office as the primary tenant. Asphalt surfaced parking will be
provided for the site. The property is 1.1293 acres in size. 1.155 acres which includes
the driveway connections will be disturbed and developed by this project. The property
is owned by Comer Family, LLC from Havelock, NC. The property is tax parcel #6-216-
1-134. There have been no previous permits issued for the site. There is no pre-1988
built -upon area on the site. There are no existing permits for the site.
The project will be built on a continuous basis. The stormwater treatment BMP serving
the site will be constructed prior to the building and associated parking areas.
The project will be served by the City of Havelock water supply and public sewer. There
are no known historic sites on the property. There is no public funding associated with
this project. There are not any known DENR non-compliance issues associated with the
site. The site is not in a CAMA area.
The site drains to Cedar Creek which is a tributary of the Neuse River. Cedar Creek is
classified as SC;Sw,NS W, index 927-112-3. The site is not within any Neuse Riparian
Buffer setback areas. The site is currently undeveloped and exists as a grassed field.
The site is planned as one high density stormwater drainage area. The stormwater runoff
will be treated by one wet detention pond. The NPDES Phase II stormwater rules do not
apply to the project area. The majority of the stormwater collection is by piping and drop
inlets. The site will comply with the City of Havelock nutrient treatment requirements.
The proposed built -upon area is 60.9% over a drainage area of 1.155 acres. A wet
detention pond is proposed in order to treat the runoff associated with the one -inch
rainfall event. The wet pond is sized to provide 90% TSS removal.
Runoff into the pond is delivered via collection piping. A single forebay area is provided
at the head of the pond.

Stormwater Narrative
State Farm Office
Havelock, NC
The stormwater runoff from all of the developed areas will be collected for treatment.
There is no off site runoff coming into this project.
A perimeter planted vegetative shelf is provided with one-half of the shelf below the
permanent pool level and one-half above the permanent pool level for the detention pond.
The outlet structure for the pond is sized to draw down the temporary pool in 48 hours.
The pond provides attenuation of the one- and ten-year storms to predevelopment
conditions.
The soils on the site are a combination of a clay structure and a loam at the depths to be
disturbed by this project. The depth to the seasonally high water table at the detention
pond area is thirty inches (elevation 47.0'). The detention pond permanent pool is set at
elevation 47.0 feet.
'StAL
15360

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3-0 Topogua0l Copyright 0 1991 Delores Yarmouth, M 04096 Beurce Data IM 1 1090 it Beale: 1 : 25,000 Detail: 13-0 Datua: 10914

For DENR Use ONLY
North Carolina Department of Environment and Reviewer:
A Natural Resources s°omiC
ort_
NC®ENR Request for Express Permit Review Time:
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(o)ncmaiLnet
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(dncmaiLnet
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(ci ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lvn.hardison(a,ncmail.net
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russell(7g
ncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: STATE FARM INSURANCE OFFIC E County: CRAVEN
Applicant: _ Company: COMER FAMILY, LLC
Address:107 GREENFIELD HEIGHTS BOULEVARDCity: HAVELOCK, State: NC Zip: 28532
Phone:[phone] Fax: Email: _
Project Drains into CEDAR CREEK waters — Water classification SC: SW, NSW (for classification see-
hftp://h2o.enr.state,nc.us/bims/repons/reportsWB.html)
Project Located in NEUSE River Basin. Is project draining to class ORW waters? N , within Yz mile and draining to class SA waters N or
within 1 mile and draining to class HOW waters? N
Engineer/Consultant: JOSEPH C. AVOLIS, P.E. Company: AVOLIS ENGINEERING, P.A.
Address: P.O. BOX 15564 City: NEW BERN, State: NC Zip: 28561
Phone: [phone] Fax::[phone] Email: AVOLISEN6 LPMONLINE.NET
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density—Stormwater Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems ❑ MODIFICATION ❑ REVISIONS SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ Wetlands (401): Check all that apply
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ® No
Permit Received from US ACOE ❑ Yes ® No
Fee SDlit for multiple Dermits: (Check #
Isolated wetland on Property ❑ Yes ® No
Buffer Impacts: ® No ❑ YES: acre(s)
Minor Variance: ® No ❑ YES
Major General Variance ® No ❑ YES
401 Application required: ❑Yes ® No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ® No
For DENR use only
Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Elm a'; ❑ Min
$
SW ❑ HD, ❑ LD, ❑ Gen
$
P401:
$
LQS
$
r—
$
NCDENR EXPRESS January 2008

Permit No.
Ito be provided by DWQ)
©�� FWATFg0
NC ENR C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
Drainage area
Impervious area
% impervious
Design rainfall depth
Storage Volume: Non-SRWaters
Minimum volume required
Volume provided
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
Pre -development 1-yr, 24-hr runoff
Past -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Basin Elevations
Basin bottom elevation
Sediment cleanout elevation
Bottom of shelf elevation
Permanent pool elevation
SHWT elevation
Top of shelf elevation
Temporary pool elevation
State Farm Insurance Office
Joseph C. Avolis, P.E.
252-633-0068
50,304.00 ft' 1
30,613.00 ftZ d
�.9 % J
1.00 In ✓
2,507.00 ft'
2,507.00 ft'
NIA in
NIA ft'
N/A ft'
NIA ft'
NIA ft'
3.70
in
0.17
(unitless)
0.66
(unitless)
0.16
inlhr
1.24
ft'/sec;
2.23
ft/sec;
1 .Oft'/sec
41.00
It
42.00
ft
46.50
It
47.00
It
4'7d D
ft 0�'
47.50
If
47.56
It
Form SW401-Wet Detention Basin-Rev.4 Parts I. & II, Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Volume and Surface Area Calculations
SAtDA ratio
6.78 (unitless)
Surface area at the bottom of shelf
2,375.00 ftz
Volume at the bottom of shelf
6,324.00 ft3
Permanent pool, surface area required
3,411.00 ft2
Permanent pool, surface area provided
3,675.00 ftz
OK
Permanent pool volume
7,254.00 ft3
Average depth for SA)DA tables
3.16 ft
Minimum of 3 it required, Increase depth
Surface area at the top of shelf
5,175.00 ft'
Volume at the top of shelf
9,723.00 ft'
Forebay volume
1,539.00 ft3
Forebay % of permanent pool volume
21.2 %
OK
Temporary pool, surface area provided
5,233.00 ft2
Drawdown Calculations
Treatment volume drawdown time
2.00 days
OK
Treatment volume discharge rate
0.015 ft'Is
Pre -development 1-yr, 24-hr discharge
1.24 ft'Is
OK
Post -development 1-yr, 24-hr discharge
1.06 ftlls
OK
Additinna I 1 nfnrmatinn
Diameter of orifice
1 118
in
Design TSS removal
90
%
Basin side slopes
3.00
:1
OK
Vegetated shelf slope
10.00
:1
OK
Vegetated shelf width
10.00
It
OK
Length of ftowpalh to width ratio
3.00
:1
OK
Length to width ratio
3.00
:1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
1.00
It
OK
Vegetated filler provided?
N
(Y or N)
Design must be based on 90% TSS removal
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies
Pump
15360
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L-
,174
i &ox lS5(G¢
Form SW401-Wet Detention Basin-Rev.4 Parts I. & II. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
C3 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
C5 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
N/A 3. Section view of the dry detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
C5 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
rlvy C5112 CALCS 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
C3 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
tn� entire drainage area is stabilized.
C3 7. The supporting calculations.
11 J 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
J 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.4 Part III, Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number: I
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3 Page l of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the al al growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4

r
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 55:0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
ill in the blanks)
42.0 P t anent'.
---------------- Volume
41.0 -ft Min.
Sediment
Storage
FOREBAY
Permanent Pool Elevation 47.0
Sediment Removal Elevation 42.0
---------------------------- --
Bottom Elevation
MAIN POND
Volume
I -ft n.
iediment
Storage
Form SW40I-Wet Detention Basin O&M-Rev3
Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:State Farm Insurance Office
BMP drainage area number:
Print name:Denw&44. Comer
Title: Member/Manager - Comer Family, LLC
Note: The legally responsible parry should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
NOr� P 1� 1 l�tom, County of &OLJI- t , do hereby certify that
lean cf)( r personally appeared before me this
day of ZDA , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
a
NOTARY
s PUBLIC
o
SEAL
My commission expires 1 fi( CI ` Z2t Zyk�l
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4