SW8100917_HISTORICAL FILE_20110131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 InOq 1�1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
zw 01
YYYYMMDD

r
NCD NR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Colleen H Sullins Dee Freeman
Governor
Director Secretary
January 31, 2011
Ronnie B. Matthews, President
Family Foods, Inc.
10191 Ramsey Street
Linden, NC 28304
Subject: State Stormwater Management
Permit No. SW8 100917MOD
Shallotte Taco Bell
High Density Commercial Wet Detention Pond Project
Brunswick County
Dear Mr. Matthews -
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Shallotte Taco Bell on December 10, 2011. Staff review of the modified plans (sheets C-2.1 and C-
3.1)and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth 1n Title 15A NCAC 21-1.1000 and Session Law 2008-211. We are forwarding
Permit No SW8 100917MOD dated January 31, 2011, for the construction of the subject project.
Please replace sheets C-2.1 and C-3.1 of the original plan set with the updated plan sheets enclosed.
This permit shall be effective from the date of issuance until November 2, 2020, 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 adludicatory 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 1508 of the
North Carolina General Statutes, and filed with the Office of Administrative Heaings, P.O. Drawer
r
27447, Raleigh, NC 27611-7447. 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 Chris
Baker, or me at [phone].
7Sinc rely,
U� D"S
Georgette c� ott
Stormwater Supervisor
Division of Water Quality
GDS/csb: S \WQS\STORMWATER\PERMITS&PROJECTS\2010 HD\100919MOD
cc: Scott Brown, P. E , 4D Site Solutions, Inc.
Brunswick County Building Inspections
Brunswick County Engineering
Wilmington Regional Office
Wilmington Regional Office One
127 Cardinal Drive Extension, Wilmington, North Carohna 28405 IVorthCarol i na Phone [phone] FAX [phone] Customer service 1-877623-6748
Internet vaww nmaterquahry org a atu raffil

State Stormwater Management Systems
Permit No. SW8 100917MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Family Foods, Inc
Shallotte Taco Bell
Business 17, Shallotte, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') 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 November 2, 2020, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 29,476 square feet of
impervious area
A 50' wide vegetative buffer must be provided adjacent impounded structures,
streams, rivers and tidal waters.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans
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.
The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 100917MOD
7 The following design criteria have been provided in the wet detention pond and
must be maintained at design condition.
a Drainage Area, acres
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
C. Design Storm, inches
d. Average Pond Design Depth, feet:
e. TSS removal efficiency
f Permanent Pool Elevation, FMSL
g Permanent Pool Surface Areq, ft
h. Permitted Storage Volume, ft
i. Temporary Storage Elevation, FMSL.
j Pre-dev. 1 yr-24 hr discharge rate, cfs.
k. Controlling Orifice-
1. Orifice flowrate, cfs:
M. Permitted Forebay Volume, ft3:
n. Fountain Horsepower
o Receiving Stream/River Basin:
p Stream Index Number:
q. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1 14
35,681
13,765
29,476
22,307
7,169
15
3
90%
22
3,109
6,728
23.28
0..7
1 25" fd pipe
0.03
2,395
N/A
Woodward Branch / Lumber
15-25-2-8
"C, SW, HQW"
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 time 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 re -vegetation 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
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 Decorative spray fountains will not be allowed in the stormwater wet detention
basin with less than 30,000 cubic feet of permanent pool volume. This wet basin
contains a permanent pool volume of 11,674 cubic feet therefore spray fountains
will not be allowed.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 100917MOD
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
7. 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.
8. 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.
9. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times
10. 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 development, subdivision, acquisition, lease or sale of any, 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
11 Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
13. 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 to any person or entity except after notice to and
approval by the Director In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change Form
signed by both parties, to the Division of Water Quality, accompanied by the
supporting documentation as listed on page 2 of the form The approval of this
request will be considered on its merits and may or may not be approved
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 100917MOD
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request Neither the sale of the project
nor the transfer of common area to a third party constitutes an approved transfer
of the stormwater permit
3. 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.
4. 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
5. 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.
6. 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.
7 The permit remains in force and effect until modified, revoked, terminated or
renewed The permit may be modified, revoked and reissued or terminated for
cause The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition
8 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
9, Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
10 The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
11 The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 31st day of January, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Loie(�q M suwns, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 100917MOD
Shallotte Taco Bell
Stormwater Permit No. SW8 100917MOD
Brunswick Countv
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 specifications.
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 100917MOD
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 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 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 and located 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.
16 All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc. NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 7 of 7

-' DWQ USE ONLY g
Date Received
Fee Paid
Permit Number
/2- D - ZD/O
O oo S
lJ 0o /
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2009 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
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
I. GENERAL INFORMATION
1 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
2 Location of Project (street address)•
CityShallotte County.Brunswick Zip 29470
3 Directions to project (from nearest major intersection):
From the intersection of US Highway 17 and US Highway Business 17 (Main Street), head southwest on
US Business 17. Site will be located on the south side of Business 17 approximately 1,446 feet from intersection
4 Latitude:33° 59' 2 34" N Longitude:78° 22' 3.20" 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 SW8100917 , its issue date (if known) November 2, 2010 , and the status
of construction: ®Not Started ❑Partially Completed* ElCompleted* *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- 11 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: Shallotte Taco Bell/ Bruns-2011-016/ October 19, 2010
DEC 10 2010
Form SWU-101 Version 07Jun2010 Page 1 of 6

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- Family Foods, Inc
Signing Official & Title Ronnie B. Matthews - President
b. Contact information for person listed in item la above
Street Address, 10191 Ramsev Street
City: Linden State
Mailing Address (if applicable).
City- State
Phone (_910_ ) 323-9700
Email: [e-mail]
Zip 28304
Zip
Fax (910 ) 323-9700
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/Organization- R&S Matthews Properties, LLC
Signing Official & Title: Ronnie B Matthews - President
b. Contact information for person listed in item 2a above
Street Address 10191 Ramsey Street
City Linden State NC Zip 28304
Mailing Address (if applicable):
Phone: (910 ) 323-9700
Email: [e-mail]
Fax ( 910 ) 323-9700
3 a (Optional) Print the name and title of another contact such as the project's construction
person who can answer questions about the project:
Other Contact Person/Organization
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address. 10191 Ramsey Street
City- Linden State: NC Zip: 28304
Phone: (910 ) 323-9700
Email: [e-mail]
Fax: (910 ) 323-9700
4 Local jurisdiction for building permits: Town of Shallotte
Point of Contact Allen Serkm Phone #: (910 ) 754-4032
Form SWU-101 Version 07Jun2010 Page 2 of 6
DEC 10 2010

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated
Storm water will be treated by a permenant wet pond to be constructed on site. Storm water will be routed
through the forebay of the pond first.
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 II - Post Construction
3 Stormwater runoff from this project drams to the Lumber River basin.
4. Total Property Area. 0.94 acres
5. Total Coastal Wetlands Area- acres
6 Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area`: 0.94 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (Nwm line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward 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 = 59.6 %
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormwater BMP For low density and other projects, use 1 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.
Basin Information
Drama e Area 1
Draina 'e Area
Draina e Area
Draina e Area _
Receiving Stream Name
Shallotte River
Stream Class *
SC;HQW
Stream Index Number *
Total Drainage Area (so
49,446
On -site Drainage Area (so
35,681
Off -site Drainage Area (so
13,765
Proposed Impervious Area** (so
29,476
Impervious Area** total
59.6
Impervious' Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
2,365
On -site Streets (so
On -site Parking (so
18,206
TCEUE
On -site Sidewalks (so
1,736
Other on -site (so
DEC 1
Future (so
Off -site (so
7,169
Existing BUA*** (sf)
Total (sf)
1 29,476
* Stream Class and Index Number can be determined at: http.-Ilportal.iicdenr.orgAvebAvqZpslcsiilclassiflcations
*' Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation Area within right
of way as determined by physical topographic survey
Protects in Union Count v:Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater 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 h!W://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 li tp.//portalmcdenr org/web/wq/ws/su/statesw/forms_docs. 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 athttp //portal.ncdenr org/web/wq/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 from http //portal ncdenr org/web/wq/ws/su/statesw/forms_docs
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. 4513
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants N/A
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, 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
hqp://www.envhelp org/pages/onestopexpress html for information on the Express program
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 mile of the site boundary, include the 1/2
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. DrC
f. Scale �L
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation If DEC
impounded structures, the banks of streams and rivers, the MHW or NHW line ogd�al
waters, and any coastal wetlands landward of the MHW or NHW lines. �' x
• Delineate the vegetated buffer landward from the normal pool elevation of nnpoun e
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.
in. 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 Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required)
Si3
02010
Form SWU-101 Version 07Jun2010 Page 4 of 6

Copy of any applicable soils report with the associated SHWT elevations (Please identify Sl3
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"xll" 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 far DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed Deed book 3089 Page No: 1237 S3
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Si3
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(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.
lift //www secretary.state nc.us/Corporations/CSearch aspx
N/=1)D1311N1619N[MY1610RF\0i7r7KeyOxiil\rIt[�Li�rlx�/:l►YJ69
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
hgp //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 C Scott Brown, PE
Consulting Firm: 4D Site Solutions, Inc
Mailing Address. 409 Chicago Drive, Suite 112
City: Fayetteville State: NC Zip: 28306
Phone: (910 ) 426-6777
Email- sbrown@4dsitesolutions com
Fax: (910 ) 426-5777
IX. PROPERTY OWNER AUTHORIZATION (if Contact Infonnation, item 2 has been filled out, complete this
section) //
I, (print or hype name of person listed to Contact Infonnahon, item 2a) /jinni e a• RaAl ea) S certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Information, item la) Q on Ai r- (� , b1da� tiC�S with (punt or hype name of organization listed in
Contact Infonnahon, item la) - a aj, doA S to develop the project as currently proposed A copy of
the lease agreement or pending prop ty sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system
IZECEIVEI�
DEC 10 2010
BX:
Form SWU-101 Version 07Jun2010 Page 5 of 6

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 143-2151 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.
Date- /.;Z, -7-ZO/ 6
I, {' , // .: f& a NotaryPubhc for the State of County of
XlVp do hereby certify that I�OA t; e -R. i{(� %{ (tee i J S personally appeared
before me this Z day of L)fr 1� W iiPi2 .--2+pz n , and acknowledge the due execution of the application for
/( a stormwater permit Witness my hand and official seal, apL. E
SEAL
My commission expires 5-- 3- L-O/ S
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed ni Contact Information, item la) Ronnie B. Matthews
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 2H .1000, SL 2006-246 (Ph. 1I - Post Construction) or SL 2008-211.
Date /„ 2 — 7 l O
I, IIl l/� i t'l ' a Notary Public for the State of &rA 0G o'i , County of
K=f ^-_' —do whereby certify that kov n', f --R AVL4Fk e L�, personally appeared
before me this 1 day of P-, 24/n • and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal, rl C�GI/1
SEAL
My commission expires 3-
DEC 10 2010
Form SWU-101 Version 07Jun2010 Page 6 of 6

rky
Date
Rule(s) Subject (check all that apply): I Symbols for completing form '✓'= Ye O/se K ' x'= No/Deficient 'n/a' or T or'/'
❑ 1995 Coastal ❑ 2008 Coastal ❑ Phase II ❑ Universal
Paperwork:
@Check for $505 (must be no older than 6 months)
❑ Application form with correctloriginal signatures (original plus 1 copy) If Corporation or LLC also
nt the info from the NCSOS
Jo Either, 1 ) The applicant is listed on the NCSOS with his/her correct title or, 2 ) A notarized letter of
on h rovided �t
❑ S e�if�BMP types) IVL1 QoNO
❑ O&M wit correcUorigin it signatur (1 original per BMP, except level spreaders/filter strips and swales)
❑ Deed restrictions (if outparcel or subdividing) (original plus 1 copy)
o Deed restnc late (signed and notan ed) or Yned cFI%
o Proposed D cla it ants an9' ncUon a_F`d' Z d) ��
❑ Sods report identifying t ! YIl�6��/
❑ Supporting calculations, signed & sealed (if necessary)
❑ Receiving stream classification , If SA or ORW also
o SA USGS t2aeenapgvith the site, the receiving waters and the'/ mile radius shown to scale
o ORW 575 of L for Area f vironmentaI C nc'trn and max BUA per�die
❑ Modifications 1) If built der' Cert hlf: rtially;�uilt. Paiiti 1Ik� ) If not by'flt o2C,Vert�g�eded
Development Type (check all t atll"a ply : irJ'J !!Jl NN �a �U7 id
❑ Residential or ❑ Commercial ❑ Deed restrictions match?
❑ Subdivision ❑ Single Lot ❑ Deed restrictions match?
❑ High Density or 6 ensi Dee p4- trictions match? /%�"—
❑ Offsite project Redeveop ent ModificatiorAl Exemp�
wo
❑ NCG02 (bulkhead) ❑ NCG03 (clear/ r de) a� NCG04 (linear) �y�_
Density: ID �W810ogi'�
❑ t FM
BUA calculations include mon a clu house, s 0alks, etc
❑ BUA % ches high/low density requirement for rule and receiving stream class
❑ obvious math errors
❑ If ,/ A W
If High Density Design st o M A c for'ru a d receiving stream class
Plans, signed and sealed (2 sets):
❑ Two sets received ❑ Layout (with proposed BUA dimensions)
❑ Grading ❑ Drainage area map (all HD systems & curb o Iet, ales)
❑ Vicinity map ❑ Protect Boundaries ❑ Legend
❑ Wetlands
o Delineated on plans o "No wetlands onsite" on plans
❑ Details
o Roads o Cul-de-sacs o Curbing o Sidewalk
o BMPs/ Level spreaders/ Filter strips/ Curb outlet swales o Buildings (Apts or Condos)
Offsite Projects:
❑ Designer's Certification has been submitted for the Offsite BMP receiving the runoff from the protect
❑ Deed restrictions have been recorded and a copy submitted for the Offsite BMP permit
❑ Lot size has not changed from what was approved under the Master Plan
❑ Correct lot number is referenced on the supplement form
❑ Offsite system is in compliance with its permit, if known
Infiltration Projects:
❑ Soils report SHWT, soil type, and expected infiltration rate are provided
❑ DWQ has conducted a site visit? Date
Wet Ponds: Permanent Pool Meets One of the Following:
❑ Is located no lower than 6" below the estimated SHWT
❑ Incoming groundwater is quantified and evaluated, AND Storage volume verified, AND Outlet evaluated for free
drainage to the receiving waters under SHWT conditions
Decision (check one):
❑ Complete Return file to admin (Jo Casmer) to log in (Stamped in received date = BIMS date)
❑ Slightly incomplete E-mail consultant, request information to be returned within one business day (24 hours after
request. Info requests on Friday, allow a return on the following business day) If info not returned, issue an
application return letter and give everything to admin (Add info received date = BIMS date)
❑ Substantially incomplete Issue an application return letter and give everything to admin

CN GI N LLZIN4
LAND
6U RVEYIN4
Co N6T2 UCTION
LAYOUT
C;P6 5LPVICE5
LAND
PLVLLOPML14T
4o9 cNlcAso
DRIVE
6UITL 112
FAYLTTEVILLE
NC 28306
PNONE
910 426-6777
FAX
910 426-5777'
�D SITE
�oLUTION,5. INC.
December 9, 2010
NCDENR
Attn: Chris Baker
127 Cardinal Drive Ext
Wilmington, NC 28405
RE: Storm Water Revision
Shallotte Taco Bell
Shallotte, North Carolina
Chris;
DEC 10 2010
We are submitting a revision to the approved plan for the Shallotte Taco Bell. The revision was a
result ofNCDOT requiring the existing turn lane to be extended. We have traded emails in
reference to the requirement for the change. There was no change in the size of the storm pond. The
storm pond was able to account for the additional area without resizing. I have included two copies
of the revised plan sheets as well as the revised calculations and other documents required.
I look forward to working with you on this project. If you have any questions or concerns, please
feel free to contact us
Sincerely,
4D Site Solutions Inc.
I A�-
Scott Brown
Professional Engineer
Enclosure

SIIALLOTTE TACO BELL
STORM WATER CALCULATIONS
N CA
'L SEAL
027452 _
S��GINEEV.
,oil 10
�2Q
o�c � o tio�o

-North Carolina Secretary of State
Page 1 of 2
Worth, CRMI rin'
Maine N &arshalf DEPARTMENT OFTHE
Secretary SECRETARY o=' STATE
PU Han 2W22 Rdrsgh, iIC ZT62"Sa i979g337-2s j)
Date 12/9/2010
Click here to
View Document Filings I Sign Up for E-Notifications I
®Al Print apre-populated Annual Report Form I Annual Report Count I File an Annual Report I
Corporation Names
Name
Name Type
NC FAMILY FOODS, INC
LEGAL
NCTAYLOR FOODS, INC
PREY LEGAL
Business Corporation Information
SOSID:
0147027
Status:
Effective Date:
Current -Active
12/17/1971
RECEIVED
Dissolution Date:
Annual Report Due Date:
DEC 10 2010
Citizenship:
DOMESTIC
State of Inc.:
NC
$y:_-_
Duration:
PERPETUAL
Registered Agent
Agent Name:
MATTHEWS, SHARON T
Office Address:
10191 RAMSEY STREET
LINDEN NC 28356
Mailing Address:
PO BOX 87886
FAYETTEVILLE NC 28304
Principal Office
Office Address:
10191 RAMSEY ST
LINDEN NC 28356
Mailing Address:
P O BOX 87886
FAYETTEVILLE NC 28304
Officers
Title:
PRESIDENT
Name:
RON MATTHEWS
Business Address:
1046 BRAGG BLVD
FAYETTEVILLE NC 28301
Title:
VICE PRESIDENT
Name:
SHARON MATTHEWS
Business Address:
1046 BRAGG BLVD
FAYETTEVILLE NC 28301
Stock
Class Shares
No Par Value Par Value
http://www.secretary.state nc.us/corporations/Corp.aspx9Pitemld=4997233 12/9/2010

,North Carolina Secretary of State
Page 2 of 2
COMMON 100000 1
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system Version
2547
http://ti,ww.secretarv.state.nc us/corporations/Corp aspx?Pitemld=4997233 12/9/2010

RECEIVED
DEC 10 2010
BY:_------

L!D SITE
�oLUTION,5, INC.
Shallotte Taco Bell Storm Water Narrative
E NCi N EGRI NS
bu RVEYWG Shallotte Taco Bell is a commercial development for a new fast food restaurant located on the south
CON STRUCTION side of US Highway 17 (Main Street) east of the intersection of Holden Beach Road and Main
LAYOUT Street.
GPS SERVICES
The storm water generated from the development will be treated through the use of a wet pond
Lallo located on the south side of the project site The wet and is designed in accordance with the latest
DEVCLOPM ENT P J P g
NCDENR BMP manual. The storm water is transported across the site through underground storm
drainage located throughout the new parking lot. The storm water is released into the forebay of the
wet pond. The riser (outfall) for the pond contains slow releases that control the one year and ten
year storms The ponds reduce the peak flow from the development to less than the predevelopment
flows for each of the storm events.
RECEIVED
4o9 c111c4So
DRIVE
DEC 10 2010
SUITE 112
fAYETTEVILLE
BY:
Nc 2a3o6
PLIONE
910 426-6777
FAX
Sic 426-5777 li

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike0southeastemsoil com
September 7, 2010
Mr. Scott Brown
4D Site Solutions, Inc
409 Chicago Drive, Suite H 2
Fayetteville, NC 28306
Re Hydraulic conductivity (permeability) analysis & seasonal water table determination
(SHWT) for stormwater retention pond, Shallotte Taco Bell, US Hwy 17 Business,
Brunswick County, North Carolina
Dear Mr Brown,
An evaluation of soil properties and hydraulic conductivity (Ksat) has been conducted at
your request on the aforementioned property The purpose of the investigation was to
determine soil water table depths In addition, Ksat was to be provided at varying depths
for use with bioretention pond design.
Saturated hydraulic conductivity of the unsaturated zone was measured in a similar
method as described in the Soil Science Society of America Journal, Vol 53, no 5, Sept -
Oct 1989, "A Constant Permeameter for Measuring Saturated Hydraulic Conductivity of
the Vadose Zone" and Comparison of the Glover Solution with the Simultaneous
Equations Approach for Measuring Hydraulic Conductivity "
Soils at this site are most similar to the Foreston soil series (see attached boring log) One
boring was advanced to 10 feet Seasonal High Water Table (SHWT) as determined by
evidence of colors of chroma 2 or less (and/or concentrations of high redox mottles) was
encountered at 26 inches below the ground surface (free water was encountered at 100
inches below the soil surface on the day of testing).
Two compact constant head permeameter (CCHP) tests were conducted at depths ranging
from 4 0 to 5 6 feet The Ksat measurement in ithe Bt horizon was 1.33 cm/hr. The Ksat
measurement in the BC horizon was 6.59 crr"T ,
r CE1VED
DEC 10 2010
BY:
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTFuc Fvei i iannk, 9 nvcn.,

The attached map shows locations of sample points as well as Ksat locations. The
attached chart provides a list or measured rates at the pond location
I trust this is the information you require at this time
Sincerely,
Mike Eaker
President
N
J��NELD.

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone(Fax [phone]
Email mike 0southeastemsoil.com
Measured Ksat Rates, Taco Bell, Shallotte, NC
Ksat Ksat
Location Depth in cm/hr in/hr
1 48 1.332 0.524
1 67 6.594 2.596
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS FVAI I IATinm n neeinui

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 211311
Phme/Fax[phone]
Email mike®southeastemsod.com
Typical Prorile Description for Shallotte Taco Bell, US Hwy 17 Business
This map unit consists of moderately well drained soils that formed in moderately coarse
textured sediment on uplands. Slopes range from 0 to 2 percent.
A - 0 to 4 inches, dark gray (1 OYR 4/1) loamy fine sand, weak medium granular structure,
very friable, common fine roots, clear wavy boundary
E - 4 to 11 inches, yellowish brown (10YR 5/4) loamy fine sand, weak medium granular
structure; very friable, few fine roots; clear wavy boundary
BtI - I to 22 inches; yellowish brown (I OYR 5/6) fine sandy loam; weak fine subangular
blocky structure, very friable, gradual wavy boundary
Bt2 - 22 to 28 inches; yellowish brown (I OYR 5/6) fine sandy loam, few medium distinct
light brownish gray (IOYR 6/2) mottles; weak fine subangular blocky structure, very
friable, gradual wary boundary
Btg - 28 to 52 inches; light gray (I OYR 7/2) fine sandy loam; common coarse distinct
yellow brown (I OYR 5/8) mottles; weak fine subangular blocky structure, very friable,
gradual wavy boundary.
BCg - 52 to 80 inches; light gray (1 OYR 7/1) fine sandy loam that has strata of loamy sand
and small pockets of clean washed sand grains; common coarse distinct brownish yellow
(I OYR 6/8) mottles, weak fine subangular blocky structure; very friable, gradual wavy
boundary.
Cg - 80 to 120 inches; dark gray (IOYR 2/1) loamy sand that has strata of sandy clay loam
and sandy loam, common medium distinct brownish yellow (1 OYR 6/6) mottles; massive,
very friable.
SHWT @ 26 inches (I OYR 6/2)
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS FVAI unTinN a nce1r-N

C.
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

III II IIIIII IIII III IIilllllllllll 111 B3089 P1237 vim= m ,000
8rwisu uk Ce.vty. NC Rem sler of Deeds oaae 1 at 2
Brenda D. Clemmans Re,ister of Deeds
10-01-2010 15-46-04 008 Co,mty, NC
NC REVEm1E STB sew 00 (0233252)
PIESB
Totalrev
Ck$CkM5 _ L-45Q2ICntcL
h$
Refund.C. � f FlndRce
❑ PotMvtro �.,!.� a aear�:x.,;� k armllon
olonguW
❑OocumentoMta� a�n .�.n eyoagnal
G6VaIlEYtIBDtfalnOt 02regW WEdOfCOaN.
NORTH CAROLINA GENERAL WARRANTY DEED
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
THIS DEED, made this the � day of DL+O P-r , 2010, by and
between MILLIKEN & LENNON, INC-.,a North Carolina corporation, of 529
Sylvan Street, Shallotte, North Carolina 28470, party of the first part,
hereinafter referred to as Grantor, and R & S MATTHEWS PROPERTIES, LLC,
a North Carolina limited liability company; of 10191 Ramsey Street,
Linden, North Carolina 28356, party of the second part, hereinafter
referred to as Grantee;
W I T N B S S E T H:
THAT the Grantor, for a valuable consideration paid by the Grantee,
the receipt of which is hereby acknowledged, has and by these presents
does grant, bargain, sell and convey unto the Grantee, its successors
and assigns, in fee simple, all that certain lot or parcel of land
situated in Lockwood Folly Township, Brunswick County, North Carolina,
and being more particularly described as follows:
BEING all of Parcel 1B, containing 40, 997.23 square feet (0.94
acres) , more or less, as more fully described in a survey plat
dated January 5, 2007 and revised September 27, 2010 entitled
"Recombination Plat Prepared For Milliken & Lennon, Inc."
prepared by Davey G. Williamson, P.L.S., and recorded in Map
Cabinet 67 at Page 20 in the office of the Register of Deeds
for Brunswick County, North Carolina to which plat reference
is made and which is incorporated herein for greater certainty
of description of said property.
In accordance with NCGS Section 105-317.2, the mailing
addresses of Grantor and Grantee are as stated above. The
property herein conveyed does not include the primary
residence of Grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all
privileges and appurtenances therewito belonging to the Grantee in fee
simple.
AND the Grantor does hereby covenant with Grantee that Grantor is
seized of the premises in fee simple, that Grantor has the right to
convey the same in fee simple, that title is marketable and free and
clear of all encumbrances, and that Grantor will warrant and defend the
title against the lawful claims of all persons, whomsoever, subject to
the following exceptions:
-Utility easements of record.
-2010 ad valorem property taxes. `
-Restrictive covenants of record, if any.
-Subject to that certain 251 easement for 30' turning radiu
in favor of the adjacent owner as further described on Lhe7o 1 0 2��0
above referenced map. SEC
Prepared by: 13AXLEYSMITHWICK PLLC, Attorneys at Law

IIIIIII giIII IIII11111111IIII III B3aa9 P CH �_ �'
Brimsuick County, NC Register of UeeEa page 2 of 2
IN WITNESS WHEREOF, the Grantor has caused this instrument to be
signed in its corporate name by its duly authorized officer by authority
of its Board of Directors, the day and year first above written.
MILLIKEN & LENNON, INC.
B _
Sue C. scott, President
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, a Notary Public of the State and County aforesaid, hereby
certify that sue C. Wescott personally came before me this day and
acknowledged that she is President of MILLIKEN S LEMON, INC., a North
Carolina corporation, and that she, as President, being authorized to do
so, executed the foregoing Deed on behalf of the corporation.
WITNESS my hand and official stamp or seal, this the /sT day of
2010.
( V
NOTARY 30BLIC
My Commission Expires:
fl- t 120 13
aOTARy :_
PUOUO i2.

Shallotte Taco Bell
Storm Water Pond Volumes
Volume above permanent pool
Contour Contour Incr Accum Stage
Elev Area Storage Storage (S) (Z)
(0) (st) (et) (ct) (h)
21 9
-
-
-
-
22 0
3,109
155
155
0 10
22 5
4,796
1,976
2,132
060
230
4,796
2,398
4,530
1 10
235
4396
2.398
6.928
1 60
240
4,796
2,399
9,326
2 10
24.5
4,796
2,398
11,724
260
250
4396
2.398
14,122
310
Volume below permanent pool
Contour Contour Incr Accum Stage
Elev Area Storage Storage (S) (Z)
(0) (st) (ct) (cf) (tt)
160
1,895
-
-
16 5
1,895
948
948
050
170
1,895
948
1,895
100
17 5
1,895
948
2,843
1 50
180
1,895
948
3,790
200
185
1M5
948
4,738
250
190
1.895
948
5,685
3 00
195
1 895
948
6,633
3 50
200
1,895
948
7,580
400
205
1.895
948
8.528
450
21 0
1,895
948
9,475
500
21 5
1,895
948
10,423
5 50
220
3,109
1.251
11.674
600
Shallotte raco Bell volumes As Printed 12/9/2010

DESIGN REQUIREMENTS:
A Post development flow less thus or cqudl to prevdelopment flow
Drainage Area, (DA) = 1 14 acres
Intensity, (1) _
Composite Runoff Coefficient, (C)=>
Maximum Release Rate, (Q,,,)=>
4 66 mcheslhr
025
133 cis
Drainage Area, (DA) = 1 14 acres
Intensity, (1) =
4.66
mches/hr
Composite RunoIT Coellicrent, (C) _>
070
Peak Release Rate, (Q,,,) _>
3 72
crs
Detention Pond Stage - Storage
Contour Contour
Function
Iner
Aceum
Stage
Elev Area
Storage
Storage (S)
(Z)
(Ii) (sf)
let)
(cf)
(R)
In (S)
In
Zest
21 9 -
-
-
-
-
22 0 3,109
155
155
010
5 05
-2 30
009
225 4,796
1,916
2,132
060
_ _
7 66
-6 51
067
230 4,796
2,398
4,530
1 10
842
0 10
120
235 4,796
2.398
6,928
1 60
884
047 -
1 65
240 4,796
2.398
9,326
2 10
9 14
074
207
245 4,796
2,398
11,724
260
937
096
247
250 4,796
2.398
14,122
3 10
956
1 13
284
Regression Output:
Ir 1 31 (X Variable Coen)
Ks: 3,576 (e-uaemup)
Stage - Storage Equation is of the form- S = (Ks)(Z)b
RECEIVED
DEC 10 2010
i
sb.none Taco Bull quad mWng(ryo r nooa) as pdM IMWloa33 tin Page 1 of

-,-�4D Site Solutions, Inc.
Barrel
Number of Barrels =
1
Dia ofBarrel =
24
inches
Area of Barrel, (Ab) =
3 14
sf
Pipe Length, (I ) =
650
tee(
hriction Coeff. (Kp) =
001059
Inv of Barrel =
21.90
feet
Riser
Elev of Riser Crest = 24 60 feet
Rectangular
Length Weir= 24 inches
Width Weir— 36
inches
"Dotal Weir Length=
1000
feet
Area of Riser=
600
sy It
Orifice in Riser
Dia ofOnfiee=
125
inches
Ntunber of Orifices =
I
Area of Orifice. (Ab) =
001
st
Orifice Coefficient (Cd)=
0.60
Inv of Orifice =
2200
feet
Dia of Onfice=
6000 inches
Number of Orifices =
I
Area of Orifice. (Ab) =
0 20 sf
Orifice Coefficient (Cd) =
0.60
Inv of Orifice =
23 30 feet
Width of Spillway (Approx) = 20 feet
Weir Coefficient 33
Crest Elevation = 500 feet
Maximum Release Rate, (Q,)= 1 33 cts
Release Rate, (Qnd)= 1 03 cfs
Normal Water Surface Elev = 22 00 feet
Water Surl ace Elev n Outlet (Qig)= 24 59 feet
eeegove rave aed vend roNing (io rx uoue) as mined lWomoo a 33,w Page 2 of 3

Peak Inflow. (Qp) => 3 72 cfs
I ime to Peal. Calculation CN= 81 P= 7 00 in
Q•- 4 81 in (depth ofmnoll)
Vol= 19.884 cf (vol ofnmoil)
Time to Peak, ('fp) => 64 1 minutes
(SCS TR-55)
S= 2.35 in.
SMIM. T.. Bell pond r ,(10Na )m OMed i? noan3 N, 303

DESIGN REQUIREMENT S:
A Contain the 15 inch storm
ShaIlotle Taco Bell Pond - Detention Pond Pre -Development Runoff- I-vr
Intensity, (1) =
Composite Rmloff Coefficient, (C) _>
Maximum Release Rate, (Q1) _>
2 46 mchcs/hr
0.25
0 70 cfs
Shallotte Taco Bell Pond - Detention Pond Post -Development Runoff - I-vr
Drainage Arm, D•
Intensity (1) = 2 46 u3ches/hr
Composite Runoff Coefficient, (C) _> 070
Peak Release Rate, (Q,)>
Detention
1 96 cfs
Pond
Contour
Stage - Storage
Contour
Function
Incr
Accum
Stage
Elev
Area
Storage
Storage (S)
(Z)
(ti)
(sf)
(cf)
(cf)
(11)
In (S)
In (Z)
Z est
21 9
-
-
-
-
22 0
3,109
155
155
010
5 05
-2 30
009
225
4,796
1,976
2,132
060
7 66 -
-0.51
067
230
4,796
2,398
4,530
1 10
842
010
1 20
235
4.796
2,398
6,929
1 60
8.84
047
165
240
4.796
2,398
9.326
2 10
914
074 -
207
245
4,796
2,398
11,724
260
937
096
247
250
4,796
2,398
14,122
3 10
956
1 13
284
Regression Output:
6= 131 (X Variable Coeft)
Ks= 3,576 (e'"vee )
Stage - Storage Equation 1s of the form S = (Ks)(Z)s
14 jtY Q�Q
1 oE�1p7
SWIMa Teco Sell pond rWJ, It M V.) 4, pnMed 11 166 33 PM Page 1 o116

Menem M.
Barrel
Number of Barrels
Dia of Barrel =
24
inches
Area of Barrel, (Ab) =
3 14
sf
Pipe Length, (L) =
650
feet
Pnction Coeff, . (Kp) =
001058
Inv. of Barrel =
2190
feet
Riser
Elev of Riser Crest=
2460
feet
Rectangular
length Weir— 24 inches
Width Weir— 36
inches
Total Weir Length=
1000
feet
Area of Riser=
600
sy ft
Orifice in Riser
Dia. of Onfice=
125
inches
Number of Orifices =
1
Area of Orifice, (Ab) =
001
sf
Onfice Coefficient (CA) =
060
Inv of Orifice =
22.00
feet
Dia of Orifice =
6 000
inches
Number of Onfices =
I
Area of Onfice, (Ab) =
020
sf
Orifice Coefficient
060
Inv of Onf9ce =
2330
feet
Width of Spillway (Approx) _
Weir Coefficient =
Crest Elevation =
Maximum Release Rate, (Qn)=
Release Rate, (Qi) _
Nomral Water Surface Elev =
Water Surface Elev rr Outlet (Qi) _
20 feet
33
500 feet
070 cfs
0 19 cfs
22 00 feet
23.52 feet
SM1elluaa Taco Bell pmW �g(I Wtts�)bs ppmep IMM10e33ua pNpazolie

Peak Inflow. (Qp) => 1 96 cl's
Time to Peak Calculation CN= 81 P= 3 70 in
Qa= 1 87 in. (depth of runoff)
Vol= 7,746 cf (vol of runott)
Time to Peak. (Tp) => 47 3 minutes
(SCS TR-55)
L/tR QQR S 4
min cfs
000
0 000
0
000
004
0.004
2
001
008
0.018
4
003
0 13
0 039
6
008
0 17
0 069
8
0 14
021
0 106
10
021
025
0151
12
030
030
0201
14
039
034
0257
16
050
038
0317
18
062
042
0 380
20
075
046
0 445
22
087
0.51
0511
24
100
055
0577
26
113
059
0 642
28
1 26
063
0 704
30
1.38
0.68
0 763
32
1 50
0 72
0 817
34
1.60
076
0 865
36
1 70
080
0 907
38
1 78
085
0 942
40
1 85
089
0 969
42
1 90
093
0 989
44
1 94
097
0 998
46
1 96
1 01
0 999
48
1 96
1 06
0 992
50
1 95
1 10
0 976
52
1 92
1 14
0 952
54
1 87
1 18
0919
56
1 80
1.23
0 879
58
1 73
1 27
0 835
60
1 64
1 31
0 790
62
1.55
1 35
0 748
64
1 47
1 39
0 708
66
1 39
1 44
0 670
68
1 32
1 48
0 634
70
1 24
1 52
0 600
72
1 18
1 56
0 568
74
1 12
1 61
0 538
76
1 06
1 65
0 509
78
1 00
1 69
0 482
80
095
1 73
0.456
82
090
1 78
0.432
84
085
S= 2 35 in
snanane taco Bell pone m ng If Wall )as yarned faiermfnaasnfe Pape 3 of 16

1 82
0 409
86
080
186
0 387
88
076
1 90
0 366
90
072
1 94
0.346
92
068
1 99
0 328
94
064
203
0310
96
061
207
0294
98
058
2 11
0 278
100
055
2.16
0 263
102
052
220
0249
104
049
224
0 236
106
046
228
0 223
108
044
232
0211
110
041
237
0200
112
039
241
0 189
114
037
245
0 179
116
035
249
0 170
118
033
254
0 161
120
032
259
0 152
122
030
262
0 144
124
028
266
0 136
126
027
271
0 129
128
025
275
0 122
130
024
279
0 115
132
023
2 83
0.109
134
021
2 87
0 103
136
020
292
0 098
138
0 19
296
0 093
140
0 18
300
0 088
142
0 17
304
0 083
144
0 16
309
0 079
146
0 15
3 13
0 074
148
0 15
3 17
0 070
150
0 14
321
0 067
152
0.13
325
0.063
154
012
330
0 060
156
0 12
334
0.057
158
0 11
338
0 053
160
0 10
342
0 051
162
0 10
347
0.048
164
009
3 51
0 045
166
009
355
0 043
168
008
359
0.041
170
008
364
0 038
172
008
368
0 036
174
007
372
0 034
176
007
376
0.033
178
006
380
0 031
180
006
3.85
0 029
182
006
389
0 028
184
005
393
0 026
186
005
397
0 025
188
005
402
0 023
190
005
406
0 022
192
004
4 10
0 021
194
004
414
0 020
196
004
418
0019
199
004
423
0 018
200
003
427
0 017
202
003
4 31
0 016
204
003
435
0 015
206
003
440
0 014
209
003
444
0014
210
003
448
0013
212
003
452
0012
214
002
457
0011
216
002
0011
218
Sanode Taco Bed pond m;ng(ibrlMc.r cs
pnoaolm=1o666AM
aa
Peg. a o116

463
0010
220
002
469
0 010
222
002
473
0 009
224
002
4 78
0 009
226
0.02
4 82
0.008
228
002
486
0 008
230
002
490
0 007
232
001
495
0 007
234
001
499
0 007
236
001
503
0 006
238
001
507
0 006
240
001
5 11
0.006
242
001
5 16
0 005
244
001
520
0 005
246
ON
524
0 005
248
001
528
0 005
250
001
533
0 004
252
0.01
537
0.004
254
001
541
0 004
236
001
545
0 004
258
001
550
0 003
260
001
554
0 003
262
001
558
0 003
264
001
562
0 003
266
001
566
0.003
268
001
5 71
0 003
270
001
5 75
0 002
272
000
579
0 002
274
000
5 83
0.002
276
000
5 88
0 002
278
000
592
0 002
280
000
596
0 002
282
000
600
0 002
284
000
6.04
0.002
286
000
609
0 002
288
000
6 13
0 002
290
000
6 17
0 001
292
000
6.21
0.001
294
000
626
0 001
296
000
630
0 001
298
000
634
0 001
300
000
638
0 001
302
000
643
0 001
304
000
647
0 001
306
000
651
0 001
308
000
655
0 001
310
000
659
0 001
312
000
664
0 001
314
000
668
0001
316
000
672
0 001
318
000
676
0 001
320
000
681
0 001
322
000
685
0 001
324
000
689
0 001
326
000
693
0 001
328
000
697
0 001
330
000
702
0 000
332
000
706
0 000
334
000
7 10
0 000
336
000
6 IIoae Taw Bell Dona M Ing(I Wxto)As DaMea IMQOID833 AM Page 5 of 16

7 14
0 000
338
000
7.19
0 000
340
000
723
0 000
342
000
727
0 000
344
000
7.31
0 000
346
000
736
0 000
348
000
740
0 000
350
000
744
0 000
352
000
748
0 000
354
000
752
0 000
356
000
757
0 000
358
000
761
0 000
360
000
765
0 000
362
000
769
0 000
364
000
774
0 000
366
000
778
0 000
368
0.00
7.82
0 000
370
000
7.86
0 000
372
000
790
0 000
374
000
7.95
0 000
376
000
799
0 000
379
000
803
0 000
390
000
8.07
0 000
382
000
8 12
0.000
384
000
8 16
0.000
386
000
820
0.000
388
000
824
0 000
390
000
8 29
0 000
392
000
833
0 000
394
0.00
837
0 000
396
000
841
0 000
398
000
845
0 000
400
000
850
0 000
402
0.00
854
0 000
404
000
858
0 000
406
000
862
0 000
408
000
867
0 000
410
000
871
0 000
412
000
8 75
0 000
414
000
8 79
0 000
416
000
8 83
0 000
418
000
8 88
0.000
420
000
892
0 000
422
000
896
0 000
424
000
900
0 000
426
000
905
0 000
428
000
9.09
0 000
430
000
9 13
0 000
432
0.00
9 17
0 000
434
000
922
0 000
436
000
926
0 000
438
0.00
9.30
0 000
440
000
934
0 000
442
000
938
0 000
444
000
943
0 000
446
000
947
0 000
448
000
951
0 000
450
0.00
955
0 000
452
000
960
0 000
454
000
964
0 000
456
000
968
0 000
458
000
9.72
0 000
460
0.00
9 76
0 000
462
000
981
0.000
464
000
985
0 000
466
000
9 89
0 000
468
000
K
0000
470
000
snauone Taco Bell pone moving o woo lxis
Pont" imaolosD m
P.g.6.f t6

998
0 000
472
000
1002
0 000
474
000
1006
0 000
476
000
1010
0 000
478
0.00
10 15
0 000
480
000
10 19
0 000
482
000
1023
0.000
484
000
1027
0 000
486
000
1031
0 000
488
000
1036
0 000
490
000
1040
0 000
492
000
1044
0 000
494
000
1048
0 000
496
000
1053
0 000
498
000
1057
0.000
500
000
1061
0 000
502
000
1065
0 000
504
000
1069
0 000
506
000
1074
0 000
508
000
1078
0.000
510
000
1092
0 000
512
000
1086
0 000
514
000
1091
0000
516
000
1095
0 000
518
000
1099
0 000
520
0.00
11 03
0 000
522
000
11 08
0 000
524
000
11 12
0 000
526
000
11 16
0 000
528
0.00
I 1 20
0 000
530
000
11.24
0 000
532
000
11 29
0 000
534
000
11 33
0 000
536
0.00
11 37
0 000
538
000
11 41
0 000
540
000
11 46
0 000
542
0.00
11 50
0 000
544
000
11.54
0 000
546
000
11 58
0 000
548
000
11 62
0 000
550
000
11 67
0 000
552
000
11 71
0.000
554
000
11 75
0 000
556
000
11 79
0 000
558
000
11 84
0 000
560
000
I 1 88
0 000
562
000
11 92
0 000
564
000
11 96
0 000
566
000
1201
0 000
568
000
1205
0 000
570
000
1209
0 000
572
000
12 13
0.000
574
000
12 17
0 000
576
000
1222
0 000
578
000
1226
0 000
580
000
1230
0 000
582
000
1234
0 000
584
0.00
1239
0 000
586
000
1243
0 000
588
0.00
1247
0 000
590
000
1251
0 000
592
000
1255
0 000
594
000
1260
0 000
596
000
1264
0 000
598
000
1268
0 000
600
000
12 72
0 000
602
000
12 77
0 000
604
000
S Ilolle Tern 8e11 pond W)ng(1 N vlonn) A.
grimed IV92o10933AM
Page 7 o116

1281
0 000
606
000
1285
0 000
608
000
1289
0 000
610
000
1294
0 000
612
000
1298
0 000
614
000
1302
0.000
616
000
1306
0 000
618
000
13 10
0 000
620
000
13 15
0 000
622
000
13.19
0 000
624
000
13 23
0 000
626
000
1327
0 000
628
000
13 32
0 000
630
000
1336
0 000
632
000
1340
0 000
634
000
1344
0 000
636
000
1348
0 000
638
000
13 53
0 000
640
0.00
13 57
0 000
642
000
1361
0 000
644
000
13 65
0 000
646
000
1370
0 000
648
000
1374
0 000
650
000
13.78
0 000
652
000
13 82
0 000
654
000
13 87
0 000
656
000
1391
0 000
658
000
13 95
0 000
660
000
1399
0 000
662
000
1403
0 000
664
000
14.08
0 000
666
000
14 12
0 000
668
0.00
14.16
0 000
670
000
1420
0.000
672
000
1425
0 000
674
000
1429
0 000
676
0.00
1433
0 000
678
000
14.37
0 000
680
000
1441
0 000
682
000
1446
0 000
684
000
14.50
0 000
686
000
1454
0 000
688
0.00
1458
0 000
690
000
14.63
0 000
692
000
14.67
0 000
694
000
1471
0 000
696
000
14 75
0 000
698
000
1480
0 000
700
000
14.84
0 000
702
000
1488
0 000
704
000
1492
0 000
706
000
1496
0 000
708
000
1501
0 000
710
000
1505
0 000
712
000
1509
0 000
714
000
15 13
0 000
716
000
15 18
0 000
718
0.00
1522
0 000
720
000
1526
0 000
722
000
1530
0 000
724
000
1534
0 000
726
000
1539
0 000
728
0.00
1543
0.000
730
000
1547
0.000
732
000
15 51
0 000
734
000
15 56
0 000
736
000
Net^)A
0000
738
10533N
6 lMe Taw Bel pand ngS
pnrdedo10
Page 6 d116

1564
0 000
740
000
1568
0 000
742
000
15 73
0 000
744
000
15 77
0 000
746
000
15 81
0 000
748
000
15 85
0 000
750
000
1589
0 000
752
000
1594
0 000
754
0.00
1598
0 000
756
000
1602
0 000
758
000
1606
0 000
760
000
16 It
0 000
762
000
16 15
0 000
764
0.00
16.19
0 000
766
000
1623
0.000
768
000
1627
0 000
770
000
1632
0 000
772
000
1636
0 000
774
000
1640
0 000
776
000
1644
0 000
778
0.00
1649
0 000
780
000
1653
0 000
782
000
16.57
0 000
784
000
16 61
0 000
786
0.00
1666
0 000
789
000
1670
0 000
790
0.00
1674
0 000
792
000
1678
0 000
794
000
1682
0 000
796
0.00
1697
0 000
798
000
16.91
0 000
800
000
1695
0 000
802
000
1699
0 000
804
000
1704
0 000
806
000
1708
0 000
808
000
17.12
0 000
810
000
17 16
0 000
812
000
17.20
0 000
814
0.00
1725
0 000
816
000
1729
0 000
818
000
17 33
0 000
820
0.00
17.37
0 000
822
000
1742
0 000
824
000
1746
0 000
826
000
17.50
0 000
828
000
1754
0 000
830
000
1759
0 000
832
000
1763
0 000
834
000
17.67
0 000
836
000
1771
0 000
838
000
17-75
0 000
840
000
1780
0 000
842
000
1784
0 000
844
000
17 88
0 000
846
000
1792
0 000
848
000
1797
0 000
850
000
1801
0 000
852
000
1805
0 000
854
000
1809
0 000
856
000
18 13
0 000
858
000
Is 18
0 000
860
000
1822
0 000
862
0.00
1826
0 000
864
000
1830
0 000
866
000
18 35
0 000
868
000
1839
0 000
870
000
u 8 y
0 000
872
0
0 00
Bnanone taro Ben aoaa rows uwm 1 b
s
vnmea m a ai nra
Page 9 0 16

1847
0 000
874
000
1852
0 000
876
000
1856
0 000
878
000
1860
0 000
880
000
1864
0 000
882
000
1868
0 000
884
000
1973
0 000
886
000
1877
0000
888
000
1881
0 000
890
000
1885
0 000
892
000
1890
0 000
894
000
1894
0 000
896
000
18.98
0 000
898
000
1902
0 000
900
000
1906
0 000
902
000
1911.
0 000
904
000
19 15
0 000
906
000
1919
0 000
908
000
1923
0 000
910
000
1928
0 000
912
000
19.32
0 000
914
000
1936
0 000
916
000
1940
0 000
918
000
1945
0 000
920
000
1949
0 000
922
000
19.53
0 000
924
000
1957
0 000
926
000
1961
0 000
928
000
1966
0 000
930
000
1970
0 000
932
000
19.74
0 000
934
000
1978
0 000
936
000
1983
0 000
938
000
19.87
0 000
940
000
1991
0 000
942
000
1995
0 000
944
000
1999
0 000
946
000
2004.
0 000
948
000
2008
0 000
950
000
20 12
0 000
952
000
20 16
0 000
954
000
2021
0 000
956
000
2025
0 000
958
000
20.29
0 000
960
000
2033
0 000
962
000
2037
0 000
964
000
2042
0 000
966
000
2046
0 000
968
000
2050
0 000
970
000
2054
0 000
972
000
2059
0 000
974
000
2063
0 000
976
000
2067
0 000
978
000
20 71
0 000
980
000
2076
0 000
982
000
2080
0 000
984
000
2094
0.000
996
000
2088
0 000
988
000
2092
0 000
990
000
2097
0 000
992
000
21 01
0 000
994
000
21 05
0.000
996
000
21.09
0 000
999
000
21.14
0 000
1000
000
21 18
0 000
1002
000
21 22
0 000
1004
000
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1006
00
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Page 10 of 16

21.30
0 000
1008
000
21 35
0 000
1010
000
21 39
0 000
1012
000
21 43
0.000
1014
000
21 47
0 000
1016
000
21 52
0 000
1018
000
21 56
0 000
1020
000
21.60
0 000
1022
000
21 64
0 000
1024
000
21 69
0 000
1026
000
21 73
0 000
1028
000
21 77
0 000
1030
000
21 81
0 000
1032
000
21 85
0 000
1034
000
21 90
0 000
1036
000
21 94
0 000
1038
000
21 98
0 000
1040
000
2202
0 000
1042
000
2207
0 000
1044
000
22 11
0.000
1046
000
22 15
0.000
1048
000
22 19
0 000
1050
0 00
2223
0 000
1052
000
2228
0 000
1054
000
2232
0 000
1056
0.00
2236
0 000
1058
000
S BUMe Tern MI pnd t ing(1 n Mw )ds pnnled 1MM?O6nA Page 11 016

WEIR
ORIFICE
ls]
2nd
EMERGENCY TOTAL
TIME
INFLOW
STORAGE
STAGE
RISER
RISER
ORIFICE
ORIFICE
SPILLWAY
OUTFLOW
min
cfs
(cf)
utl
cisI
(cfs)
(cls
cfs
cfs
cfs
0.00
000
0
010
00
000
000
000
00
000
200
001
0
010
0.0
000
000
000
00
000
400
003
1
010
00
000
000
000
00
000
6.00
008
5
0.10
0.0
0.00
000
000
00
000
8.00
014
14
010
00
0.00
000
000
00
000
1000
021
31
0.10
00
0.00
000
000
00
000
12.00
030
56
0 10
00
000
000
000
00
000
14.00
0.39
91
0.10
00
000
000
000
0.0
000
1600
0.50
138
010
00
000
000
000
00
000
1800
062
199
0.1 1
0.0
OAO
000
000
00
000
2000
075
273
0 14
00
0.00
000
000
00
000
2200
087
363
018
00
0.00
001
000
00
001
2400
100
467
0.21
00
000
001
000
00
001
2600
113
586
025
00
000
001
000
00
001
2800
1.26
721
030
0.0
000
002
000
00
002
3000
138
870
034
00
000
002
000
00
002
3200
1S0
1034
039
00
000
002
000
00
002
3400
160
1211
044
00
000
002
000
00
002
3600
1 70
1401
049
00
000
002
000
00
002
3800
1 78
1602
054
00
000
003
000
00
003
4000
185
1813
060
00
000
003
000
00
003
4200
1.90
2031
065
00
000
003
000
00
003
44.00
1 94
2256
070
00
000
003
000
00
003
4600
1 96
2485
076
00
000
003
000
00
003
4800
1 96
2717
091
0.0
000
003
000
00
003
5000
1 95
2948
086
00
000
003
000
00
003
5200
192
3178
091
00
000
004
000
00
004
5400
187
3403
096
00
000
0.04
000
00
004
5600
1 80
3623
1 01
00
000
004
000
00
004
5800
1 73
3835
1 05
00
000
004
000
0.0
004
6000
1 64
4037
1 10
00
000
004
000
00
004
6200
1 55
4229
1 14
00
000
0014
000
0.0
0.04
6400
1 47
4410
1 17
00
000
004
000
00
004
6600
1 39
4582
1 21
00
000
004
000
00
004
6800
1 32
4743
1 24
00
000
004
000
00
004
7000
1 24
4896
1 27
00
000
004
000
00
004
7200
1 18
5040
1 30
00
000
004
000
00
004
7400
1 12
5176
1 32
00
000
0014
000
0.0
0.04
7600
106
5305
1 35
00
000
004
000
00
004
7800
1 00
5426
1 37
00
000
005
000
00
005
8000
095
5541
1 40
00
000
005
000
00
005
82 00
090
5649
1 42
00
000
005
000
00
005
8400
085
5750
1 44
00
000
005
001
0.0
006
8600
080
5845
1 45
00
000
005
002
00
006
8800
076
5934
1.47
00
000
005
002
00
007
9000
072
6016
149
00
000
005
003
00
008
92.00
0.68
6093
1 50
00
000
005
004
0.0
009
94.00
064
6164
1 51
00
000
005
005
00
0 10
9600
061
6229
1.53
00
000
005
006
00
0 11
9800
058
6289
1 54
00
000
005
007
00
0 12
10000
0.55
6345
1 55
00
000
005
008
00
0 12
10200
052
6395
1.56
00
0.00
005
008
00
0 13
10400
049
6442
1.56
00
000
005
009
00
0 14
10600
046
6484
1 57
00
000
005
0 10
00
0 14
10800
044
6522
1 58
00
000
005
0 10
00
0 15
11000
041
6556
1 59
00
000
005
0 11
00
0 16
11200
039
6587
1 59
00
000
005
0 11
00
0 16
11400
037
6615
160
00
000
005
0 12
00
0 17
11600
035
6640
1 60
00
000
005
0 12
00
0 17
11800
033
6661
1 61
00
000
005
012
00
0 17
12000
032
6681
1 61
00
000
005
0 13
00
0 18
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1 61
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0 13
00
page 12 ON 8

12400
028
6711
1 61
00
000
005
0 13
00
0 18
12600
0.27
6723
1 62
00
000
005
0 14
00
0.18
12800
025
6733
1 62
00
000
005
0 14
00
0 19
13000
024
6741
1 62
00
000
0.05
0.14
00
0 19
13200
0.23
6747
1 62
0.0
000
005
0 14
00
0 19
13400
021
6752
1 62
00
000
005
0 14
00
0 19
13600
020
6755
1 62
00
000
005
0 14
00
0 19
13800
0.19
6756
1 62
00
000
005
0 14
0.0
0 19
14000
0 18
6757
1 62
00
000
005
0 14
00
0 19
14200
017
6756
1 62
00
000
005
0 14
00
0 19
14400
0.16
6753
1 62
00
000
005
0 14
00
0 19
14600
0 15
6750
1 62
00
000
005
0 14
0.0
0 19
14800
0.15
6746
1 62
00
000
005
0 14
0.0
0 19
15000
014
6741
1 62
00
000
005
0 14
00
0 19
15200
0 13
6735
1 62
00
000
0.05
0 14
00
0 19
15400
0.12
6729
1 62
00
000
005
0 14
00
0 19
15600
012
6721
1 62
00
000
005
0 13
00
018
15800
011
6713
161
00
000
0.05
0.13
00
0Is
16000
0 10
6704
1 61
00
000
0.05
0 13
00
0 18
16200
0 10
6695
1 61
00
000
0.05
0 13
00
0 18
16400
009
6685
1 61
00
000
005
0 13
00
0 18
16600
009
6675
1 61
00
000
005
0 13
0.0
0 18
16800
008
6665
1 61
00
000
005
0 13
00
0 17
17000
008
6654
1 60
00
000
005
0 12
00
0 17
17200
008
6643
1 60
00
000
005
0.12
00
0 17
17400
007
6631
1 60
00
000
0.05
0.12
00
0 17
176.00
007
6620
1 60
00
000
005
0 12
00
0 17
178.00
006
6608
1 60
00
000
005
0 12
00
0 16
18000
006
6596
1 59
00
000
005
0 11
00
0 16
18200
006
6593
1 59
00
000
005
0 11
00
0 16
184.00
005
6571
1 59
00
000
005
0.11
0.0
0 16
18600
005
6558
1 59
00
000
005
0 11
00
0 16
18800
005
6546
1 58
00
000
005
0.11
00
0 15
190.00
005
6533
1 58
00
000
0.05
0.10
00
0 15
19200
004
6520
1 58
00
000
005
010
00
0 15
19400
004
6507
1 58
00
0.00
0.05
0.10
00
0 15
19600
004
6495
1 57
00
000
005
0 10
00
0 15
19800
004
6482
1 57
00
000
005
0.10
00
0 14
20000
003
6469
1 57
00
000
005
009
0.0
0 14
20200
003
6456
1 57
00
000
005
009
00
0.14
20400
003
6443
1 57
00
000
005
009
00
0 14
20600
003
6430
1 56
00
000
005
009
00
0 14
20800
003
6417
1 56
00
000
005
0.09
00
0 13
21000
003
6404
1 56
00
000
005
0.08
00
0 13
21200
003
6392
1 56
00
000
005
008
00
0 13
21400
002
6379
1 55
00
000
005
008
00
0 13
21600
002
6366
1 55
00
000
005
0.08
00
0 13
21800
002
6354
1 55
00
000
005
008
00
0 13
22000
002
6341
1 55
00
000
005
0.07
00
0 12
22200
002
6329
1 54
00
000
005
007
00
0 12
22400
002
6317
1 54
00
000
005
0.07
00
0 12
22600
002
6305
1 54
00
000
005
007
00
0 12
228 00
002
6293
1 54
00
000
005
007
00
0 12
23000
002
6281
1 53
00
000
005
0.07
00
0 11
23200
001
6269
1 53
00
000
005
006
00
Oil
23400
001
6257
1 53
00
000
005
0.06
00
0 11
23600
001
6245
1 53
00
000
005
006
00
0 11
23800
001
6233
1 53
00
000
005
006
00
0 11
24000
001
6222
1 52
00
0.00
005
006
00
0 11
242.00
001
6211
1.52
00
000
005
006
00
0 10
24400
001
6199
1.52
00
000
005
006
00
0 10
24600
001
6188
1 52
00
000
005
0.05
00
0 10
24800
001
6177
1 52
00
000
005
005
00
0 10
25000
001
6166
1.51
00
000
005
005
00
010
25200
001
6155
1 51
00
000
0.05
005
00
0 10
25400
001
6145
151
00
000
005
005
00
010
0
01
6134
151
00
000
0.05
005
00
0.09
snm256 o Bell pace
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Page 13 of IS

25800
001
6124
1 51
00
000
005
005
00
009
26000
001
6113
1 50
00
000
0.05
004
00
009
26200
001
6103
1 50
00
000
005
004
00
009
26400
001
6093
1 50
00
000
005
0.04
00
009
26600
001
6083
1 50
00
000
005
004
00
009
26800
001
6073
1 50
00
000
005
004
00
009
27000
001
6063
1 49
00
000
005
0.04
00
009
272.00
000
6053
1 49
00
000
005
0.04
0.0
009
27400
000
6043
1 49
00
000
005
004
00
008
27600
0.00
6034
1 49
00
000
005
004
00
008
27800
000
6025
1 49
00
000
005
003
00
008
28000
000
6015
1 49
00
000
005
003
00
008
282.00
000
6006
1 48
00
000
005
003
00
008
28400
000
5997
1 48
00
000
005
003
00
009
28600
000
5988
1 48
00
000
005
003
00
008
28800
000
5979
1 48
00
000
005
003
00
008
29000
000
5970
1 48
00
000
005
003
00
008
29200
000
5961
1 48
00
000
005
003
00
007
29400
000
5953
1 47
00
000
005
003
00
007
29600
0.00
5944
1 47
00
000
005
003
00
007
29800
000
5936
1 47
00
000
005
003
00
007
30000
000
5927
1 47
00
000
005
002
00
007
30200
000
5919
1 47
00
000
005
002
00
007
30400
000
5911
1 47
00
0.00
005
002
00
007
30600
000
5903
1 46
00
000
005
002
00
007
30800
000
5895
1 46
00
000
005
002
00
007
31000
000
5887
1 46
00
000
005
002
00
007
31200
000
5879
1 46
00
000
005
002
00
007
31400
000
5871
1 46
00
000
005
002
00
007
31600
000
5864
1 46
00
000
005
002
00
006
31900
000
5856
1 46
00
000
005
002
00
006
32000
000
5848
1 45
00
0.00
005
002
00
006
32200
000
5841
1 45
00
000
005
002
00
006
32400
000
5834
1 45
00
000
005
002
00
006
326.00
000
5826
1 45
0.0
000
005
001
00
006
32800
000
5819
1.45
00
000
005
001
00
006
33000
000
5812
1 45
0.0
000
005
001
00
006
33200
0.00
5805
145
00
0.00
005
001
00
006
33400
0.00
5798
1 44
00
0.00
005
001
00
006
33600
000
5791
144
00
0.00
005
001
00
006
33800
000
5784
1 44
00
000
005
001
00
006
340.00
000
5777
1.44
0.0
000
005
001
00
006
342.00
000
5770
1.44
00
000
005
0.01
00
006
34400
000
5763
1 44
00
000
005
001
00
006
34600
000
5757
144
00
000
005
001
00
006
34800
000
5750
1.44
00
000
005
001
00
0.06
35000
0.00
5744
1.43
00
000
005
001
00
005
35200
000
5737
1 43
00
000
005
001
00
0.05
354.00
0.00
5731
1 43
00
000
005
001
00
005
35600
000
5724
1 43
00
000
005
001
00
005
35800
000
5718
1 43
00
000
005
0.01
00
005
36000
000
5711
1 43
00
000
005
001
00
005
36200
000
5705
1 43
00
000
005
001
00
005
36400
000
5699
1 43
00
000
0-05
001
00
005
36600
000
5693
1 42
110
000
005
001
00
005
36800
0.00
5687
142
00
000
005
000
00
005
37000
000
5681
1 42
00
000
0.05
000
00
005
37200
000
5675
1 42
00
000
005
000
00
005
37400
000
5669
1 42
00
000
005
0.00
00
005
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000
5663
1 42
00
000
005
000
00
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37800
0.00
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1 42
00
000
005
000
00
005
38000
0.00
5651
1 42
00
000
005
0.00
00
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39200
000
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1 42
00
000
005
000
00
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1 41
00
000
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00
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1 41
00
000
005
000
00
005
38800
000
5628
1 41
00
000
005
000
00
0.05
39000
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1 41
00
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Page 14 0 16

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1 41
00
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1 41
00
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1 41
00
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1 41
00
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1 41
00
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005
0.00
00
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40200
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5588
1 40
00
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005
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5593
1 40
00
000
005
0.00
00
005
40600
000
5577
1 40
00
000
005
000
00
005
40800
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5572
1 40
00
000
005
000
00
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41000
000
5566
1 40
00
000
005
0.00
00
005
41200
000
5561
1 40
00
000
005
0.00
00
005
41400
000
5555
1 40
00
000
005
000
00
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41600
000
5550
1 40
00
000
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0.00
00
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00
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005
000
00
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42000
000
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1 39
00
000
0.05
000
00
005
42200
000
5534
1 39
00
000
0.05
000
00
005
42400
000
5528
1 39
00
000
005
000
0.0
005
42600
000
5523
1 39
00
000
005
000
0.0
005
42800
000
5517
1 39
00
000
005
000
00
005
43000
000
5512
1 39
00
000
005
000
00
005
43200
000
5506
1 39
00
000
0.05
000
00
005
43400
000
5501
1 39
00
000
005
000
00
005
43600
000
5495
1 39
00
000
005
000
00
005
43800
000
5490
1 39
00
000
0.05
000
00
005
44000
000
5484
1 38
00
000
005
0.00
00
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44200
000
5479
1 38
00
000
005
000
00
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44400
000
5473
1 38
00
000
005
000
00
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44600
000
5468
1 38
00
000
005
000
00
0.05
44900
000
5463
1 38
00
000
0.05
000
0.0
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45000
000
5457
1 38
00
000
005
000
00
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45200
000
5452
1 38
00
000
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000
00
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1 38
00
000
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000
00
005
45600
000
5441
1 38
00
000
005
ON
00
005
45800
000
5435
1 38
00
000
005
000
00
005
46000
000
5430
1 37
00
000
005
000
00
005
46200
000
5425
1 37
00
000
005
000
00
0.05
46400
000
5419
1 37
00
000
005
000
00
005
46600
000
5414
1 37
00
000
005
000
00
005
46800
000
5408
1 37
00
000
005
000
00
005
47000
000
5403
1 37
00
000
005
0.00
00
005
47200
000
5397
1 37
00
000
005
000
0.0
005
474.00
000
5392
l 37
00
000
005
0.00
00
005
47600
000
5387
1 37
00
000
005
0.00
00
005
47800
000
5381
1 36
00
000
005
0.00
00
005
48000
000
5376
1 36
00
000
005
000
00
005
48200
000
5370
1 36
00
000
005
000
0.0
005
48400
000
5365
1 36
00
000
005
0.00
0.0
005
48600
000
5360
1 36
00
000
005
000
00
005
48800
0.00
5354
1 36
00
000
005
0.00
00
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49000
000
5349
1 36
00
000
004
000
00
004
49200
000
5343
1 36
00
000
004
000
00
0.04
49400
000
5338
1 36
00
000
004
000
00
004
49600
000
5333
1 36
00
000
004
000
00
004
49800
000
5327
1 35
00
000
004
0.00
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50000
000
5322
1 35
00
000
004
000
00
004
502.00
000
5316
1 35
00
000
004
0.00
00
004
504.00
000
5311
1 35
00
000
004
0.00
00
004
50600
000
5306
1 35
00
000
004
000
00
0.04
50800
0.00
5300
1 35
00
000
004
000
00
004
51000
000
5295
1 35
00
000
004
000
00
004
51200
000
5289
1 35
00
000
004
000
00
004
51400
0.00
5284
1 35
00
0.00
004
000
00
004
51600
000
5279
1 34
00
000
004
000
00
004
51800
000
5273
1 34
00
000
004
000
00
004
52000
000
5268
1.34
00
000
004
000
00
004
52200
000
5263
1 34
00
0.00
004
000
00
004
000
5257
1.34
00
004
000
0.0
004
Mallon4r�o Bell Pao
�n �n1 m
adnoad I"MID
8 33 AM
cage l5 o

52600
000
5252
1 34
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52800
000
5247
1 34
00
000
004
0.00
00
004
53000
000
5241
1 34
00
000
004
0.00
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53200
000
5236
1 34
00
000
004
000
00
004
53400
000
5230
1 34
00
000
004
000
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004
53600
000
5225
1 33
00
000
004
000
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5220
1 33
00
000
004
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00
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54000
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1 33
00
000
004
000
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54200
000
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1 33
00
000
004
000
00
004
54400
000
5204
1.33
00
000
004
000
00
004
54600
000
5198
1 33
00
000
004
000
0.0
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54800
000
5193
1 33
00
000
004
000
00
004
55000
000
5188
1 33
00
000
004
000
0.0
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55200
000
5182
1 33
00
000
004
000
00
004
55400
000
5177
1 33
00
000
004
000
00
004
55600
000
5172
1 32
00
000
004
000
0.0
004
55800
000
5166
1 32
00
0.00
004
000
00
004
56000
000
5161
1 32
00
000
004
0.00
00
004
56200
000
5156
1 32
00
0.00
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000
00
004
56400
000
5151
1 32
00
000
004
000
00
004
56600
000
5145
1 32
00
000
004
000
00
004
56800
000
5140
1 32
00
000
004
000
00
004
57000
000
5135
1 32
00
000
004
000
00
004
572010
000
5129
1 32
00
0.00
004
000
00
004
57400
0.00
5124
1 31
0.0
000
004
000
00
004
57600
000
5119
131
00
000
004
000
00
004
578 00
000
5113
1 31
00
000
004
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00
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58000
000
5108
1 31
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000
004
000
00
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58200
000
5103
1 31
00
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58400
000
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1 31
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000
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000
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58600
000
5092
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59000
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59200
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131
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1 30
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000
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59600
000
5066
1 30
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000
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59800
000
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1 30
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000
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000
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600.00
000
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1 30
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000
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602.00
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1 30
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000
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60400
000
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1 30
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000
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60600
000
5039
1 30
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60800
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000
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610 00
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61200
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000
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000
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616.00
000
5013
1 29
00
000
004
000
00
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61800
000
5008
1 29
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000
004
000
00
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62000
000
5003
1 29
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000
004
000
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62200
000
4997
1 29
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000
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62400
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000
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62800
000
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000
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000
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64200
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1 28
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000
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64600
000
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00
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64800
000
4929
1 28
00
000
004
000
00
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65000
000
4924
1 28
00
000
004
000
00
0.04
65200
0.00
4919
1 27
00
000
004
000
00
004
65400
000
4914
1 27
00
000
004
000
00
004
Snedode Taco BeA Pond
mong (i Y simm) Ms
POMed lmA lg
s n Pld
Page 1s of is

2,50
200
050
Shallotte Taco Bell
Inflow / Outflow Hydrograph
1-yr Storm Event
�
I �
i i
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I
I
i
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I
I
I
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0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 720 760 800 840 880 920 960 10001040
Time (min)
INFLOW
+OUTFLOW
L

Shallolte Taco Bell Pond #1
Drawdown Time
Temporary storage volume = 6728 cf
Orifice#Idiameter= 125 in
# I
Area of orifice = 0.0085 sf
Orifice #2 diameter = 0 in
# I
Area of orifice = 0.0000 sf
Orifice Coefficient (Cd) =
060
Orifice elevation=
22.00 ft
High water elevation=
23 52 ft
Driving head (H) =
051 ft
Discharge (Q) =
00292 cfs
Drawdown time =
230317 s
640 hr
2_7 days
g�C� o tio�o
oEc
Shallotte Taco Bell pond drawdown time As
Panted 12/9/2010

r
•
DATE
09-1310
DESIGN PHASE
1
PRELIM / /
PROJECT NAME
Shellotte Taco Bell
PROJECT NO
642
CONSTR
REVISION "
LOCATION
Shellotte Nonh Caroline
BY
CSB
RECORD / /
OTHER El
CHECKED BY
(SPECIFY)
n-
0'
h=
ools
22e
2s
STORM DRAINAGE SCHEDULE
CONTINUED —.
AREAS
INLETS
INLET
AREA
AC
INLET
Cc
RUNOFF
COEFF
INLET
DISCHARGE
(CFS)
0 (+)
UPSTREAM
BYPASS
(CFS)
O(-)
INLET
BYPASS
CFS
CAPTURED
INLET
DISCHARGE
CFS
TOTAL
AREAS
AC
INLET
TIME
MIN
PIPE
TIME
Tc
TIME
OFCONC
MIN
I
INTENSITY
(INIHR
Cc
RUNOFF
COEFF
FROM TO
01.1
J&12
CF1
013
095
ON
ON
ON
ON
013
500
000
500
T29
095
J&12
CL2
J&12
000
095
000
000
0DO
000
013
1 500
032
532
722
095
CI-2
J&3
CI-2
033
095
229
0no
Don
229
048
500
055
555
]18
085
JB-3
PO-4
J&3
000
095
000
00O
O00
O00
046
Soo
089
588
TOB
095
DI-T
J8-12
DI-)
023
069
11e
1 000
000
116
O23
500
OOp
500
729
069
_
Cl
J&3
CI-8
015
D95
104
000
000
104
015
500
0O0
5no
728
095
1
YIYI
Y65
1 003
065
014
coo
1 000
1 014
1 003
1 500
000
500
729
965
sn.eon. *.cc BNI3torm omn.a. enMee N. 1a'rEnz
O Imml0 n.. 9SIM
P.,1M4

•
DATE
09-1310
DESIGN PHASE
ANALYSIS 2
PRELIM
PROJECT NAME
Shallotte Taco Bell
PROJECT NO
542
CONSTR
REVISION
/I
LOCATION
Shollotta North Caroline
BY
CSB
RECORD
OTHER
CHECKED BY
(SPECIFY)
n=
9=
M1•
0013
ne
25
STORM DRAINAGE SCHEDULE -CONTINUED
O O
SIDE-
DISCHARGE STREAM
CFS — CFS
SLOPE
DIA
IN
CAPACITY
(FULL)
[—(CFS)—
VFULL
FPS
LENGTH
SEGMENT
TIME
MIN
UPPER
INV
LOWER
INV
UPSTREAM
TOP
ELE'
FROM TO
_I�I
i
I
01-1
J612
a
1015a
15
40
T843
0n
2200
2155
2807
JB-12
CI-2
205
429 0 00
543 118
000]0
0 0089
OWN
18
850
8
50
]122
024
2130
2080
1 2581
CI-2
JS-3
18
87
4 B
100 B5
0 34
2080
2010
25 n
JB-3
PO4
18
277
157
1 4312
005
1800
1500
2822
314
J&12
000
9a10p
15
85
53
4505
014
2200
2155
2597
118
L68
JB-3
06115
15
e9
58
10456
031
2170
2050
2572
YI-5
CIE
000
000]9
10
19
38
4427
021
2250
2215
2593
9�eb0e Try Bm SNrm Dm�epemM4pN 1DY Deb 1]ARJIoi G51" Peq 2er4

STORM e
p
e
DATE
09-13-10
DESIGN PHASE
ANALYSIS 1
PRELIM
/ /
PROJECT NAME
Shallotte Taco Bell
PROJECT NO
542
CONSTR
REVISION
TX /
LOCATION
Shallotte North Carolina
BY
CSB
RECORD
OTHER
CHECKED BY
(SPECIFY)
n= 0013
p= 226
h= 26
HYDRAULIC GRADE LINE
PIPE HYDRAULIC SIDES TREA
AREA RADIUS SUMMATION
( (FT) CPS
H/
He
90 DEG-D 7
80 DEG-0 55
HEAD LOSS
He
SEND LOSS
HD
K'S
3a DEG= 28
15 DEG=O 10
Ht
BEND
LOSS
K
CONTINUED
FRICTION
SLOPE
FT
—.
FRICTION
VELOCITY
FPS
FROM TO
I
I
CIA
JB-tz
12272
0DO
Doi
0m
000
DOD
1 002
056
00002
073
J&12
CI@
]6]1
_03125
03]50
116
003
001
001
001
005_
028
00004
115
C62
J&3
_t
17571
037W
116
017
002
003
D01
023
010
00017
242
JB3
POa
17871
03750
231
011
ON
005
010
030
070
OOp2]
308
obi
CFB
JB-12
J8.1
12272
t2272
03125
0]125
Doo
O1I
001
0 03
Doo
000
ooD
0Do
001
001
003
0D5
os5
1 070
00003
00003
094
D96
I}—
Yb�
05a54
1 020M
1 000
1 OOO
000
0DO
000
ODD
055
000op
028
Seebb isp Sei 6brm Omupr reHrE iY 10- F Dee 17NQ010 Tmr a 51 eb Pepe 3 M 4

• g ' g ' 's
DATE
09-13-10
DESIGN PHASE
5
PRELIM
IPROJECT NAME
Sheeotte TACO Bell
PROJECT NO
542
OONSTR
REVISION L
LOCATION
1Shallotte North Caroline
BY
CSB
RECORD / /
OTHER / 1
CHECKED BY
(SPECIFY)
n= 0013
0= 228
h= 26
HYDRAULIC
GRADE LINE - CONTINUED
DESIGN CRITERIA
1 DESIGN FOR THE 10 YR STORM
2 ASSUME TIME OF CONCENTRATION TO
AN INDIVIDUAL INLET =SMIN (Unless oche s*noted)
3 INTENSITY =91(h-Tl, FOR 1D YR STORM
19 and h were denved hpn Relmgh-Duttmminfemity-
Dumbon-Frequency Chans, REF NC Emsmn and
Sediment Conaol Planning and Design Manual)
4 MANNINGS W FACTOR- 0 013
5 RUNOFF COEFICIENT Cc=050(Per CR-7107)
OUTLET
WS ELEV
INLET W S ELEV
OUTLET INLET USE FLOW
CONTOL CONTROL CONDITION
(FT) I CONTROL
FREE
BOARD
__(F.T)_
COMMENTS
FROM TO
2414
24 ]e! 2285
OUTLET
131
OK
_JB-12
_ _
2469
2474 T f 2211 CUTLET
1 2469 2180 2469 1 OUTLET
1 2448 1916 2448 OUTLET
WATER SURFACE 2416 F_
_
107
OK
_JB-12
CI Q
_C12 _ -_
JB-3
_
2448
058
1 OK
_
J&3
PO4
—_
2415
t7B
OK
_ _
DI-_
J&12
t
24 TT 2288 24]] OUTLET
_ 120
OK
_
I I
2448
CI-6
JB_3
r 2452 2238 I _OUTLET
120
OK
-
VI-5
2452 1 2293 1 2452 1 CUTLET
1411
OK
SheEaOa Tx 84 Storm Oraneye revwea. 10.Y sR 0. IW?Mln Tim. a51 AM Page 404

Shallotte Taco Bell
Stone Water Pond
SCS curve number
Hydraulic Sod Group . A
Area SCS CN
Building (sf)
2,365
98
Sidewalk (sf)
1,736
98
Pavement (st)
25,375
98
Open space (so
13,374
49
Offsne -open space (sf)
6,596
69
Total (sf)
49446
81
Total (ac)
1 14
Rational Coefficient
Post development
Area
C
Budding (sf)
2,365
0.95
Sidewalk (sf)
1,736
095
Pavement (st)
25,375
095
Open space (sf)
13,374
0.30
Offsite -open space (sf)
6,596
040
Total (sf)
49446
070
Total (ac)
1 14
gEMfvl D
DEG 10 2010
Shallotte Taco Bell Runoff coefficient calcs xls
Printed 12/9/2010

SoLuTioNS. INC.
ENG,wEERMS I Shallotte Taco Bell
LAND
SURVEYING,
Drainage Area.
CONSTRUCTION
LAYOUT
(;Pb bERVICE6
49,446 sf (1.14 acres)
LAND
DEVELOPMENT
Impervious Area: 29,476 sf (0.68ac)
% Impervious: 59.6%
1.5 inch Storm Event:
Rv = 0.05+0.009 I
Rv = runoff coefficient
I= percent impervious
Rv=0.05+0.009*59.6%
= 0.59
For volume that must be controlled:
Volume=3,630*Rd*Rv*A
Volume = 3,630*(1.5 inch)*(0.59)*1.14 acres = 3,662cf
Average Depth of Pond: 3.75
SA/DA ratio 6.00
Surface Area Required: 2,967 sf
Surface Area Provided: 3,109 sf
4o9 cNICASo
DRIVE
SUITE 112
FAYGTTLVILLE
NC 28306
PIJONE
910 426-6777
FAx
91D 426-5777
DEC 10 ZA

Baker, Chris
From:
Baker, Chris
Sent:
Friday, November 19, 2010 9 27 AM
To:
'Scott Brown'
Subject:
RE Shallotte Taco Bell storm revision
Hi Scott. Sending additional impervious surface to a stormwater treatment system requires a permit modification rather
than a plan revision. You will need to fill out a permit application, along with all relevant supplemental forms, and revise
the plans to demonstrate that the additional impervious surface will be collected and conveyed to the stormwater
treatment system.
This does require a permit fee the same as if it were a new project. I have however spoken to my supervisor about
allowing the permit modification to be submitted into the regular program, which is less expensive, and being assigned
to me so that I may address it quickly. The permit fee for the regular stormwater program is $505 versus $2000 to
$4000 for the express program
I have been missing a lot of time from work of late because my mother is very sick and has been in the hospital for a
month and a half now. I will continue with this until she is better and home and I can return to a normal schedule. I also
have a lot of vacation time scheduled at the end of November and in December around the holidays. I mention this
because for me to review and approve the permit modification before the new year scheduling is critical. I will need to
know when you will be ready to submit so that I may set aside time for the review.
Let me know when you will be ready and be sure you will be able to deliver the submittal package on the day before I
will schedule the review. Also be sure to send the submittal package to my attention.
Give me a call if you have any questions. I will be leaving at lunch today to go and see my mother. If you can't reach me
via office phone you can call my cell number 910/620-6799.
Thanx,
chris
From: Scott Brown[mailto:sbrownCol4dsitesolutions.comj
Sent: Thursday, November 18, 2010 3:26 PM
To: Baker, Chris
Subject: Shallotte Taco Bell storm revision
Chris,
I am in a dilemma that I hope you can help me out of After receiving approval of the storm water permit, NCDOT finally
decided to make us extend the existing turn lane I have regraded the area and can direct the storm drainage into the
pond I would like to be able to submit a revision of the plan to you We asked NCDOT the question about the
requirements for turn lanes in the beginning and they never responded We went through one round of comments and
there was no mention of turn lanes They mentioned turn lanes on the resubmittal after the first comments Can you help
me out?
thanks,
Scott Brown, PE
4D Site Solutions, Inc.
409 Chicago Drive, Suite 112
Fayetteville, NC 28306