SW8080317_HISTORICAL FILE_20110524 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 So'>>-►
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
C] HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
qo t l 0 5 2 y
YYYYMMDD

North Carolina
Beverly Eaves Perdue
Governor
May 24, 2011
Mr. Randy Blanton
PO Box 10137
Wilmington NC 28404
NCDENR
Department of Environment and
Division of Water Quality
Colleen H. Sullins
Director
Natural Resources
Subject: State Stormwater Management Permit No. SW8 080317
Covil Gardens
High Density Commercial Wet Detention Pond and Sand Filter Project
New Hanover County
Dear Mr. Blanton:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Covil Gardens on May 12, 2011. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth
in Title 15A NCAC 2H.1000 and Session Law 2008-211 and Session Law 2006-246. We are
forwarding Permit No. SW8 080317 dated May 24, 2011, for the construction, operation and
maintenance of the BMP's and built -upon areas associated with the subject project.
This permit shall be effective from the date of issuance until June 24, 2018, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150E of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made
this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please contact
Kelly Johnson, or me at [phone].
Sincerely,
i
Georget4 Scott
Stormwater Supervisor
Division of Water Quality
GDS/ kpj: S:\WQS\Stormwater\Permits & Projects\2008\080317 HD\2011 05 permit 080317
cc: Phil Tripp, PE
Inspector, New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 1�rOne t
Phone [phone] FAX [phone] Customer Service 1-877-623-6748 1 forth Carolina
Internet: ww^w nmaterquality org Naturally
'` "a ura l y
An Equal Opportunity l Atrrmalrve Action Employer �/y

State Stormwater Management Systems
Permit No. SW8 080317
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
Randy Blanton
Covil Gardens
115 Covil Avenue, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one wet detention pond and one sand filter
in compliance with the provisions of 15A NCAC 2H .1000, Session Law 2008-211, and
Session Law 2006-246 (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 June 24, 2018, 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.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The wet detention
pond has been designed to handle the runoff from 50,760 square feet of
impervious area which includes 6,626 square feet of future impervious area. The
sand filter has been designed to handle the runoff from 8,734 square feet of
impervious area. No future impervious area is available to drain to the sand filter.
3. A 50' wide vegetative buffer must be provided adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers and the mean high
water line of 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. '
5. 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.
Page 2 of 10

State Stormwater Management Systems
Permit No. SW8 080317
The runoff from all built -upon area within the permitted drainage areas of this
project must be directed into the permitted stormwater control system.
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, ft2:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Onsite, ft
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:
I. Orifice flowrate, cfs:
M. Permitted Forebay Volume, ft3:
n. Receiving Stream/River Basin:
o. Stream Index Number:
P. Classification of Water Body:
74,076
74,076
0
50,760
50,760
0
1.5
4.5
90%
29.0
3,750
9,663
31.0
2.72
1.0"0 pipe
0.03
3,389
Burnt Mill Creek / Cape Fear
18-74-63-2
"C; SW"
8. The following design elements have been approved for this sand filter stormwater
facility, and must be provided in the system at all times.
a. Drainage Area, ft2:
Onsite, ft2: -
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
C. Design Storm, inches:
d. Sediment Chamber Depth, feet:
e. Sand Chamber Depth, feet:
f. Sediment Chamber Bottom Elev. fmsl:
g. Sand Chamber Bottom Elev., fmsl:
h. Sediment Chamber Surface Area, ft2:
i. Sand Chamber Surface Area, ft2:
j. Weir Elevation, fmsl:
k. Maximum Head on Filter, feet:
I Permitted Storage Volume, ft3:
m. Orifice Diameter, inches:
n. Time to Draw Down, hours:
o. Seasonal High Water Table, FMSL:
p. Receiving Stream / River Basin:
q. Stream Index Number:
r. Classification of Water Body:
10,000
10,000
0
8,734
8,734
0
1.5
3.3
2.3
30.5
30.5
304
304
32.3
1.3
790
6.0 " 0
0.23
28.5
Burnt Mill Creek / Cape Fear
18-74-63-2
"C: SW"
Page 3 of 10

State Stormwater Management Systems
Permit No. SW8 080317
II. SCHEDULE OF COMPLIANCE
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 be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
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.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW8 080317
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. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. 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.
d. 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. 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.
13. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit. A copy of the approved plans and
specifications shall be maintained on file by the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the permittee or of the project, or a mailing address change, the
permittee must submit a completed and signed Name/Ownership Change Form
to the Division of Water Quality, accompanied by the supporting documentation
as listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
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
in whole or in part, nor the conveyance 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.
Page 5 of 10

State Stormwater Management Systems
Permit No. SW8 080317
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. 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 24th day of May 2011.
NOf?TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 10

State Stormwater Management Systems
Permit No. SW8 080317
Covil Gardens
Stormwater Permit No. SW8 080317
New Hanover County
Designer's Certification (Wet Pond)
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 7 of 10

State Stormwater Management Systems
Permit No. SW8 080317
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
Inspector, New Hanover County Building Inspections
Page 8 of 10

State Stormwater Management Systems
Permit No. SW8 080317
Covil Gardens Page 1 of 2
Stormwater Permit No. SW8 080317
New Hanover County
Designer's Certification (Sand Filter)
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 are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 9 of 10

M
State Stormwater Management Systems
Permit No. SW8 080317
Certification Requirements: Page 2 of 2
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 sand filter elevations are per the approved plan.
6. The sand filter is located per the approved plans.
7. A trash rack is provided on the outlet/bypass structure.
8. For open sand filters, 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, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Inspector, New Hanover County Building Inspections
Page 10 of 10

DWQ.USE.ONLY,
Date Received
Fee Paid
Permit Number
Applicable Rules:
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ 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):
City:Wilmington County:NewHanover Zip:28403
3. Directions to project (from nearest major intersection):
from the intersection of S. Kerr Ave. and US 17, travel 0.85 mile west, turn left on Covil Ave. Approximately
0.1 mile to site.
4. Latitude:34* 14' 11" N Longitude:77° 54' 15" 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 numberSW8 080317 , its issue date (if known)6/24/08 and the status of
construction: ®Not Started []Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 2.14 ac of Disturbed Area
❑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:
d, CEIVED
APR 0 5 2011
BY:
Fonn SWU-101 Version 07Jun2010 Page I 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:Randy Blanton
Signing Official & Title:Owner
b.Contact information for person listed in item la above:
Street Address:P.O. Box 10137
City:Wilmington
Mailing Address (if
Phone:
State:NC Zip:28404
Fax:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:_
Phone:
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone: ( 1
4. Local jurisdiction for building permits:
Point of
State: Zip:
Fax:
Phone #:
APR 0 5 2011
BY:
Form SWU-101 Version 07Jun2010 Page 2 of

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be treated via enclosed sand filter inlet and detention basin.
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 drains to the Cie Fear River basin.
4. Total Property Area: 2.22 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:2.22 acres
Total project area shall be calculated to exclude the following the normal pool of imyounded structures, the area
between the batiks of streams and rivers, the area below the Normal High Water (NM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHtN) line. The restdtan project area is used to
calculate overall percent built upon area (BUA). 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 = 70.7 %
9. How many drainage areas does the project have?2 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
'Basin°Information '
Drainage Area 1,
Drainage Area 2
Drainage Area
Drainage Area,_
Receiving Stream Name
Burnt Mill Creek
Burnt Mill Creek
Stream Class *
C;Sw
C;Sw
Stream Index Number *
18-74-63-2
18-74-63-2
Total Drainage Area (so
74,076
10,000
On -site Drainage Area (so
74,076
10,000
Off -site Drainage Area (so
0
0
Proposed Impervious Area** s
50,760
8,734
% Impervious Area** total
68.5
87.3
Impervious** Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _�
Drainage Area
On -site Buildings/Lots (so
12,880
1,715
On -site Streets (so
0
0
On -site Parking (sf)
22,281
6,419
1 t<-EC
Fi` jR
On -site Sidewalks (so
8,973
600
1
1
Other on -site (so
0
0
1 A
T U LUII
Future (so
6,626
0
Off -site (so
0
0
—
—
Existing BUA*** (sf)
0
0
Total (so:
50,760
8,734
* Stream Class and Index Number can be deternined at: htty://vortal.ncdenr.or oebfwq[pslcsu/classifications
* Impervious area is defined as the built upon area including, but Plot 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

11 . How was the off -site impervious area listed above determined? Provide documentation. AutoCAD
Projects in Union County: Contact DWQ Central OjJice staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 028.0600.
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 http://partal.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 fromhttp://portal.ncdenr.org/web/wg/ws/su/statesw/forms dots. Thecomplete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/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 dots.
1. Original and one copy of the Stormwa ter Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
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
http://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.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of i
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines. I Al
• Delineate the vegetated buffer landward from the normal pool elevation of impounde
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal walter.__ s:
L Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
MT
05 2011
Form SWU-101 Version 07Jun2010 Page 4 of

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify f
elevations in addition to depths) as well as a map of the boring locations with the exnstmg
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 for DWQ to verify the SHWT prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: 4942 Page No:1251
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
ht!p://www.secretary.state.nc.us/Cori2orations/CSearch.asl2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdennorg/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:Phillip Tripp, PE
Consulting Firm: Tripp Engineering
Mailing Address:419 Chestnut Street
City:Wilmington State:NC Zip:28401
Phone: (910 ) 763-5100
Email:[e-mail]
Fax: (910 ) 763-5631
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Infonnation, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
RECEIVED
APR 0 5 2011
BY:
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 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Date:
a Notary Public for the State of
do hereby certify that
County of
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item la) Randy Blanton
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 co nants will be recorded, and that the proposed project complies with the requirements of the
applicable storter rules unde,I 15A IWAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Date:_:3t_j/- //
I, DQ/4L C. Z51;M , a Notary �t(j Public for the State of N j /(1� �/- .County of
Rd er -do hereby certify that (11?a`f, L [LzdM personally appeared
before me this3 day of &I (/(/ . Z�6I ( and acknowledge thedude execution of the application for
a stormwater permit. Witness my hand and official seal, le ivk_ a p65GCAit /
SEAL
My commission expires
REC:5Z011
ER
APR
LY :
Form SWU-101 Version 07Jun2010 Page 6 of 6

General Data: Impervious, Drainage Area and Volume
PROJECT NUMBER: SW8
080317
Reviewer:
K. Johnson
DRAINAGE BASIN:
Cape Fear
Current Date
24-May-11
Original Run Date:
19-Apr-11
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Wet Pond
Closed SF
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP in
DA
No BMP In
DA
No BMP In
DA
Receiving Stream
Bumt Mill
Creek
Burnt Mili
Creek
Stream Index
18-74L3-2
18-74-63-2
Class
Impervious Area
Proposed Impervious ALL IMPERVIOUS Total flz
C; SW
0
C; SW
0
0
0
0
0
0
0
0
0
Onsite Buildings
Onsite Streets
Onsite Parkin
Onsite Sidewalks
Onsite Other
Future
Offsite
Existing
Previously -Permitted Impervious, Old Rule ft':
50,760
8,734
0
0
0
0
0
0
0
0
Onsite Buildings
12.880
1.715
Onsite Streets
0
0
Onsite Parking
22,281
6.419
Onsite Sidewalks
8 973
600
Onsite Other
0
0
Future
6 626
0
Offsite
0
0
Existing
0
0
Proposed Impervious, Subject to 2008/Phil Rule fe,
0
0
0
0
0
0
0
0
0
0
Drainage Area
Drainage Area Previously Permitted ft:
74,076
10,000
0
0
0
0
0
0
0
0
Onsite ffz
74,076
10,000
Mite It"
0
Drainage Area Not Prev. Permitted (or DA Added), ft2:
0
0
0
0
0
0
0
0
0
0
Onsite W.
0
Offsite ft';
0
Drainage Area(lust for Excel IfrThen Statements ft"
74,076
10,000
0
0
0
0
0
0
0
0
Is New DA Being Added? Y or N
N
N
Drainage Area Subject to Old Rule fez
74,076
10,000
0
0
0
0
0
0
0
0
Drainage Area, Subject to New Rule, ft7:
01
0
01
01
0
01
0
0
0
0
Drainage Arearool, Subject to (New+Old) Rule, fe:
74.076
10,000
0
0
0
0
0
0
01
0
Percent Impervious Overall, per CIA:
Volume Required
Volume Required, Old Rule ft'
0.00%
6,173
000%
1,045
#DIV/O!
#DIV/0!
#DIV/01
#DIV/O!
#DIV/O!
#DIV/O!
#DIV/01
#DIV/01
Rvp.n _10.em, Old Rule:
067
0.84
#DIV/O!
#DIV/0!
#DIV/O!
#DIV/01
#DIV/O!
#DIV/O!
#DIV/0!
#DIV/O!
Design Stonn Old Rule in
1.5
1.5
Volume Re uiretl New Rule ft'.
0
0
RvP,o Development, New Rule
005
0.05
0.05
0.05
0.05
005
005
0.05
005
0.05
RVPo De Iomenl, New Rule:
0 OS
0.05
0.05
0.051
0051
0,051
0.05
0051
005
0 OS
Design Storm 1.5 in.
1 5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1 5
1 5
Design Storm 1 r24hr in:
Subject to SA? Y or N
N
N
Volume Required l s. ff:
0
0
0
0
0
0
0
0
0
0
Volume Requiredj�O,, ft:
0
0
0
0
0
01
0
0
0
0
Volume Required, Total Old+New Rule ft':
6,173
1,045

Wet Ponds
PROJECT NUMBER: SW8
080317
Reviewer:
K. Johnson
DRAINAGE BASIN:
Cape Fear
Current Date
24-Ma -11
Original Run Date:
19-Apr-11
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Minimum Surface Area
%impervious
Wet Pond
00%
Closed SF
000%
No BMP in
DA
#DIV/01
No BMP in
DA
#DIV/OI
NOBMPin
DA
#DIV/01
NOBIl
DA
#DIV/01
NOBMPin
DA
#DIV/OI
NOBMPin
DA
#DIV/01
NoWl
DA
#DIV/OI
NOBMPin
DA
#DIVIO!
Lower lm ernous
00%
0.0%
#DIV/Ol
#DIV/0e
#DIV/01
#DIV/01
#DIV/0e
#DIV/01
#DIV/OI
#DIV/OI
Upper lm ervrous
00%
0.0%
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/0e
#DIV/01
#DIV/OI
#DIV/OI
TSS 85 or 90
90
Lower SA/DA
#N/A
#N/A
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/0!
#DIV/01
#DIV/01
#DIV/01
Upper SA/DA
#N/A
#N/A
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/OI
#DIV/01
#DIV/OI
#DIV/OI
SA/DA ratio
#N/A
#N/A
#DIV/01
#DIV/OI
#DIV/01
#DIV/01
#DIV/0e
#DIV/01
#DIV/OI
#DIV/OI
PP Surface Area req, l
Storage Calculations
Elevation, Top of Sediment bottom and ,fmsl
#N/A
2000
#N/A
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/0I
#DIV/01
Elevation, Bottom of shelf, fmsl.
2850
Elevation Permanent Pool, fmsl.
2900
Elevation, Top of Shelf, fmsl:
2950
Elevation Temp. Pool, fmsl
31 00
Area, Top of Sediment bottom pond), l
15
Area, Bottom of Shelf, ft2
2,600
Area, Perm Pool, l
3,750
Area, Top of Shelf, It'
4,832
Area, Temp Pool, l
5,335
Volume Provided(Temp Pool), DWO Calculated, W.
9,771
0
0
0
0
0
0
0
0
0
Volume Provided(Temp Pool), Prondsd oar consultant, ft'
9,085
Volume Required(Temp Pol Dwo caiwiatad, f13
6,173
1,045
Consultant Reported Enough Provided Volumes
Y
Consultant Provided Enough Volume?
Y
Averse Depth Option 1 or Option 2 Enter 1 or 2)?
2
Averse Depth Provided, It
45
Averse Depth - OPTION 1 -, DWQ Calculated, ft.
452
Ill
#DIV/0!
#DIV/01
#DIV/01
#DIVIOI
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Average Depth - OPTION 2-, DWQ Calculated, ft.
Forebay Volume
Permanent Pool Volume, f13:
451
16,943
#DIV/01
0
#DIV/01
0
#DIV/01
0
#DIV/01
0
#DIV/Oi
0
#DIV/01
0
#DIV/01
0
#DIV/01
0
#DIV/01
0
Forebay Volume, Required, ft3
3,389
0
0
0
0
0
0
0
0
0
Forebay Volume, Provided, ft3
3,389
Percent of Permanent PDol18-22%is Target) '
209/6
#DIV/01
#DIV/OI
#DIV/OI
#DIV/01
#DIV/Oi
#DIV/0I
#DIV/01
#DIV/OI
#DIWOt
Max Pump, hip.
Drawdown
Av era a Head ft*
N/A
065
N/A
000
N/A
0.00
N/A
000
N/A
000
N/A
000
N/A
000
N/A
000
N/A
0.00
NIA
0.00
Average Flow Q3, ft /sec
0.036
0.006
#VALUEI
#VALUE!
#VALUEI
#VALUE!
#VALUE!
WALUE11
#VALUEI
#VALUE!
Average Flow Q3, ft /sec'
0 014
0.002
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUE!
#VALUEI
#VALUEI
#VALUE!
53Area,en
1.322
#DIV/01
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUEI
#VALUEI
#VALUEI
#VALUE!
Qs Area, en'
0.529
#DIV/01
#VALUEI
#VALUEI
#VALUEI
*VALUEII
#VALUEI
#VALUEI
#VALUEI
#VALUEI
No of Onfces
1
Onfce Diameter, in
1 00
Orifice Area, in2'
0 785
0 000
0.000
0 000
0 000
0.000
0 000
0 000
0 000
0 000
Weir Height, in
Weir Length, in
Weir C:
#DIV/01
#DIV/01
#DIV/OI
#DIV/01
#DIV/01
#DIV/0!
#DIV/01
#DIV/01
#DIV/OI
#DIV/O!
Weir L, Effective Length, ft
-0 131
0 000
0.000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
Average Onfice Flowrale Q ft3/sec
0.021
0 000
0.000
0 000
0 000
0 000
0.000
0 000
0 000
0 000
Runoff Coefficient Cc'
0 250
0 250
0.250
0 250
0 250
0 250
0 250
0 250
0 250
0 250
7 yr 24 hr rainfall depth, in
1 yr 24 hr Intense en/hr
0 000
0.000
0 000
0 000
0 000
0.000
0 000
0 000
0 000
0 000
1 yr 24 hr Pre -Development O , tt3/sec
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0.000
0 000
Avg Onfcef!ow<Pre Q2
N
N
N
N
N
N
N
N
N
N
Drawdown, days.
3.37
#DIV/01
#VALUE!
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
Soils Report Data
Ground Elevation at Boring in Soils Report, fmsl
Distance Ground to SHWT per Soils Report, in.
Distance Ground to SHWT per Soils Report, ft:
000
000
0001
0.001
000
000
0.00
000
0.00
000
SHWT Elevation, DWQ Calculated, fmsl.
000
000
000
0.00
000
000
0.00
000
000
000
SHWT Elevation, Reported by Consultant, fmsl.
Distance SHWT to PP, ft'
Design OK if. O<= Value r_ 0 5
-29 00
0.00
000
000
000
000
0.00
000
000
0.00
Permanent Pool Elevation, Intel,
29.00
0.00
000
000
0001
0001
0.00
0 00
0.00
0.00
Pump
Max HP
N/A I
N/A N/A
N/A INIA
jNiA
N/A
TMOMMIIIIIl
N/A
N/A
N/A

Bottom Pond/ Top Sediment
Bottom Shelf
PP
Top Shelf
TP
Need at Least:
Bottom Pond/Top Sediment
Bottom Shelf
PP
Top Shelf
TP
Wet Pond
Use to Find AreasNolumes if the Engineer Reports the Main Pond and Forebay Separately
(This is not linked to other worksheets In this file.)
Basin
Forebay
Total
Contour El
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
Contour El
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
Contour El
(ft)
SA
(so
Inc Vol
(cf)
Cum Vol
(cf)
20 0
15
0
0
0
0
20.0
15
0
0
28.5
2,600
11,114
11,114
0
0
28 5
2,600
11,114
11,114
290
3,750
1,588
12,701
0
0
29.0
3,750
1,588
12,701
29.5
4,832
2,146
14,847
0
0
29.5
4,832
2,146
14,947
31.0
5,335
7,625
22,472
0
0
310
5,335
7,625
22,472
-82,693
-60,221
0
0
0.0
0
-82,693
-60,221
0
-60,2211
0
0101
0
0
-60,221
0
-60220.5
0
0
00
0
0
-60,221
0
-6022051
01
01
0.01
0
-60,221
0
-6022O.S1
I
1 01
01
0.01
0
0
-60,221
12,701 PP
9,771 TP

Closed Sand Filter
PROJECT NUMBER: SW8
1080317
Reviewer:
1K. Johnson
DRAINAGE BASIN:
Ca Fear
Current Date
24-Ma -11
Original Run Date:
19-Apr-11
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Volume, Area & Head
Water Quality Volume (WQV), Sim le Method, ft':
wet Pond
Closed SF
1,045
No BMP In
DA
No 8MP In
DA
No BMP In
DA
No BMP In
DA
No 8MP In
DA
No BMP in
DA
No BMP In
DA
No BMP in
DA
Water Quality Volume, Adjusted (WQVs,), ft':
784
Head, Max Head on Filter, H_ ft:
1.3
Elevation, Bottom of Grate Elevation, fmsl:
338
Elevation, Top of Sand Elevation, fmsl:
325
Elevation, Bottom of Sand Elevation, fmsl:
305
Head, Average Head on Filter, HA, ft:
06
Surface Area, Sed. Basin Provided, A , fly:
304
Surface Area, Sed. Basin Minimim, e, ft2:
69
Surface Area, Sand Filler Bed Provided, AFPnnneen, ft2:
$04
Surface Area, Sand Filter Bed Mimimum, ,, W:
136
Depth of Sand ft:
2.0
Surface Area Mimum Required (A + , (tz
603
Has Hw, Been Met?:
Y
Is Enough As Provided?:
Y
Is Enough AF Provided?:
Drawdown
Y
Orifice Diameter, in:
600
Onfice Diameter, ft:
0.5
Orifice Area,
0 196
Head, Average Head on the Orifice, HAO„ _ ft:
1.100
Flow Rate Minimum for 40 His, ft /sec:
0.007
Flow Rate Through Orifice, fit/sec
0.992
Time to drawdown, hr:
0 220
Draws Down in 40hr9
SHWT
Y
SHWT Elevation, fmsl.
28.5
Bottom of Sand Filter Elevation, fmsl:
30.5
Bouyancy Calcs Needed'
N

TRIPP ENGINEERING, P.C.
�C��
419 Chestnut Street C'D MAY 2 Z011
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
May 11, 2011
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Covil Gardens
Permit No. SW8 080317
TE 07041
Dear Ms. Johnson:
Per your comments, the sand filter calculations and supplement form have been
revised to include the emergency overflow pipe. The sand filter depths were lowered
0.5' to ensure the stormwater volume and surface area requirements were met. Attached
are the revised Sheets C1 & C4, sand filter calculations, and supplement form.
Please review for approval and contact us with any questions, comments or if
you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Lee Galloway
ALG:dcb
Enc.
RECEIVED
MAY 12 2011
BY:

:;e-
Date
Job
Design
Sheet
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419 Chestnut Street
0 Wilmington, North Carolina 28401
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Johnson, Kelly
From: Johnson, Kelly
Sent: Tuesday, May 10, 2011 129 PM
To: 'Lee Galloway'
Subject: RE: SW8 080317 Covil Gardens
1ft is fine. As for the bottom of the box:
(I wish they would just go ahead and update that chapter in the manual, and this would be a lot easier for everyone!)
From: Lee Galloway [mailto:lee-trippeng(alec.rr.com]
Sent: Thursday, May 05, 2011 4:41 PM
To: Johnson, Kelly
Subject: RE: SW8 080317 Covil Gardens
Kelly,
To keep my calcs the same (meet vol and SA req.) and to provide the emergency overflow for the City, I can lower all of
the elevations in the box by 0.5' and make everything work. However I'll need to revert back to what the BMP manual
says for minimum separation of 1' for closed sand filters to the SHWT (see page 2 of the attachment). Will this work for
you?
Also, what is the definition of the "bottom of the concrete box"? Is it the elevation of the bottom of sand, or is it the
bottom of the concrete slab (8" below the sand per our detail)? The BMP manual isn't very clear on this. Either way, if I
can use the minimum 1' separation, then worst case scenario (bottom of slab) I am still at least 1' above the SHWT.

Hope your speaking engagement goes well.
Thanks.
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Johnson, Kellyfmailto:kellyp.iohnson(bncdenr.gov1
Sent: Thursday, May 05, 2011 11:04 AM
To: Lee Galloway
Subject: RE: SW8 080317 Covil Gardens
Closed sand filters should have 2ft between the bottom of the concrete box and the SHWT. If you don't have that, you
need to 1.) provide buoyancy calculations showing that the box won't float, and 2.) provide some statement that the box
will be adequately sealed such that it does not take on water from the groundwater.
I think your current design is just shy of 2ft if I remember correctly (although I have done a couple of these lately so I
may have it confused with another project). I didn't push it because it was pretty close, but if you have to redesign it
that is something to consider. There should be 2ft from the bottom of the concrete to the SHWT and the ponding inside
the system should be to the maximum elevation that water can pond in the system. I think yours was a little more
complicated if I remember correctly because the sediment chamber and the sand filter chamber had different "top'
elevations. I don't think I pushed too hard on those details because it was pretty close and our manual is the way it is.
But, just some small points to consider.
I will be working on something this afternoon that has to be done today, then out tomorrow, and will speaking at a
conference on Monday so I will be back in the office on Tuesday.
Have a good weekend,
KJ
From: Lee Galloway fmailto:lee-trippengCobec.rr com1
Sent: Wednesday, May 04, 2011 4:04 PM
To: Johnson, Kelly
Subject: RE: SW8 080317 Covil Gardens
Kelly,
One question. With an enclosed sand filter box, I would assume that the 2' required separation between the bottom and
SHGWT no longer applies?
Lee Galloway
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631

[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Johnson, Kelly[mailto:kelly.p.johnson(a)ncdenr.aovl
Sent: Wednesday, May 04, 2011 1:58 PM
To: Lee Galloway
Subject: SW8 080317 Covil Gardens
Lee,
I am having trouble figuring out one last piece of this (it is item la from my previous letter). If there is an emergency
overflow at 33.3, it looks like the water will flow out of the structure at that elevation rather than go through the sand.
Maybe this is simple and I am just missing it? I scanned the plan and drew a quick sketch in Powerpoint, attached.
Thanks,
KJ
***My email has changed to kellv.p.0ohnson0ricdenngov
t _eLLWohwsow
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

If there is an emergency overflow at 33.3, it looks like the water will flow out of the
Fla] structure at that elevation and reduce the storage volume of the system?
z XI) UI— NtAvr UUtr
(TYPICAL)
RIM 33.8
INV 30.5
F' LT • .
CONCRETE SLAB---_.
I- REEIAR —�
fi" O.C.
VCRETE BRACE WALL--
15' O.C.
ELEV 31 0
OVETFLOW
Y
e
t:A i LKIUK 31U,%JIVC. JGNLGIV I
LOCKABLE HINCED ALUMIN(
RUNOFF LOCKABLE
34.3t
__,_rSOLID WA
�—CONCRETE
6" EMERC
ELEV. 33.3 1
Water Out
1.8 INCHI
/ 6" OVERF
/ INV 31.0
YT
Y
.. 8" CON(
#4 REBAR — `—CLEAN COARSE SAND
® 12" O.C. E.V.
P1 rT A 1 I
Green: Intended Ponding Depth (Hmax) ❑ Intended Storage Volume Provided (approx.)
Blue: Actual Ponding Depth? (Hmax) ❑ Actual Storage Volume Provided?
8"
.e

TRwp ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
May 2, 2011
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Covil Gardens
SW8 080317
TE 07041
Dear Kelly:
RFC E IIVED
MAY 0 2 2011
t
s"y
In response to your comments dated April 19, 2011, we offer the following:
r 1. a) An elevation of 33.3 has been assigned to the 6" Emergency Overflow Outlet
detail on Sheet C3. The emergency overflow outlet is 9.5" above the sand filter
elevation which will allow the stormwater to filtrate through the sand filter but
will also provide an emergency overflow outlet in the case that the sand filter
becomes clogged.
v'6) Per the Sand Filter Detail on Sheet C3, the proposed curbline will define the
sand filter drainage area. The proposed curb will force the stormwater to flow
into the sand filter. See Sheet C 1 for grading.
2. a) Attached is a copy of the updated Corps approval for the wetland impact that
shows the location and size of the proposed outlet structure.
'6) i) The sand filter outlet routing has been revised to not discharge into the
pond. The sand filter stormwater now discharges on the north side of the
existing wetlands. See revised Sheet C 1 for the location of the sand filter
outlet.
✓i) Attached are the revised stormwater pond calculations and supplements
based on the most current pond dimensions. The Wet Detention Basin
Supplement form is the old version that was used for the original permit.
✓ii) The revised bottom of pond is at elevation 20.0. The pond calcs and
supplement forms have been revised to reflect this change.
b�.aw3 iv) The Wet Detention Basin Supplement form is the old version that was
used for the original permit.
—Gf An updated O&M form is attached with the revised pond depths.
49

W
✓c) The overall dashed line is the limits of disturbance, not the drainage area.
Attached is a highlighted site plan that indicates the drainage area for the pond
and for the sand filter.
-d) The timber wall was removed because a portion of the wetland is now being
impacted. Attached is a copy of the USACOE approved wetland impact
permit.
3.n�ie maintenance easement for the sand filter has been noted and dimensioned.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
a -
Lee Gallowav
ALG:dcb
Enc.
RECEIVED
MAY 0 2 2011
B'Y

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: SAW-2008-519 County: New Hanover USGS Quad: Wilmington
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Randy Blanton
Address: PO Box 10137 MID EQC Qyti (I ,A
Wilmington, NC 28404
Telephone No.: [phone]
Size and location of property (water body, road name/number, town, etc.): The 2.22 acre tract is located at 115 Covil'
Avenue, Wilmington, New Hanover County North Carolina Parcel #s R04917 004-010-000 & R04917 004-090-
000. Location. 34.23650N.-77.90380W
Description of projects area and activity:
Permanent impacts to wetlands adjacent to Burnt Mill Creek as illustrated on the attached plans Impact area A is
temporary for construction of the retaining wall and stormwater outlet and is authorized for 0.02 acres of
temporary impact Permanent impact areas A and B are authorized for 0.04 and 0.05 acres respectively for the
installation of roadways retaining wall and stormwater outlet,
Applicable Law: N Section 404 (Clean Water Act, 33 USC 1344) .
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional Genera! Permit Number. .
Nationwide Permit -Number. 18
Your work is authorized.by the above referenced permit provided it is accomplished in strict accordance with the attached_
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
pemmittee to a sop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization' is modified,
suspended or revoked. K prior to the expiration date identified below, the nationwide permit authorizatiodis reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with a&requirements of
the modified nationwide permit If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (ie., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 40I Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Co ement in Wilmington, NC, at [phone].
This Department of the Army verificati does not rel' a runt of the responsibility to obtain any other required Federal,
State or local approvals/permits.
L`there are any questions re at this riff n, o c- ditions of the Permit, or the Corps of Engineers regulatory
program, please contact rly-F(i at i9 0) 1 8 herly I
Corps Regulatory
Expiration Date
The Wilmington District is committed to providing the high
please complete the attached customer Satisfaction Survey or
complete the survey -online.
November 10, 2008
support to the public. To help us ensure we continue to do so,
//www.saw.usave.army.miL/VVETLA24DS/index.btmi to
RECEIVED
MAY 0 2 2011
BY.--

Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project arm
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act-andSectipn 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWAx33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued 5121108. Action ID SAW-2008-519
Basis of Jurisdictional Determinati
wetlands on the site drain direct)
inforr a ' n submitted Sv SEG
Corps Regulatory Officia
Date: November 10. 200
SURVEY PLATS, FIELD SKETCH, WETLAND DELI}
ATTACHED TO THE FILE COPY OF THIS FORM, IF
FORMS, PROJECT PLANS, ETC., MUST BE
,D OR AVAILABLE.
Copy Furnished:
Chad Coburn, DENR-DWQ, Wilmington Regional Office, 127 Cardinal Drive Ext., Wilmington, NC 28405
Dana Lutheran, SEGI, Inc., 5315 South College Road, Suite E, Wilmington, NO 28412
a

ACTION ID # SAW-2008-519
SPECIAL CONDITIONS:
1. In order to compensate for impacts to 0.09 acres of non -riparian wetlands, the permittee shall make
payment to the North Carolina Ecosystem Enhancement Program (NC EEP) in the amount determined
by the NC EEP, sufficient to perform the restoration of 0.18 acres of non -riparian wetlands in the Cape
Fear River Basin, Cataloging Unit 03030005.
Construction within jurisdictional areas on the property shall begin only after, the permittee has made
full payment to the NC EEP and provided a copy of the payment documentation to the Corps, and the
NC EEP has provided written confirmation to the Corps that it agrees to accept responsibility for the
mitigation work required, in compliance with the MOU between the North Carolina Department of
Environment and Natural Resources and the United States Army Corps of Engineers, Wilmington
District, dated November 4, 1998.
2. The Pennittee shall execute and cause to be recorded in the New Hanover County Register of Deeds the
Declaration of Restriction (see attached) for the purpose of maintaining 0.12 acres of wetlands, as
shown on the Preliminary Wetlands Preservation Map (attached), in their natural and/or mitigated state
in perpetuity, prior to the sale or conveyance of any portion or all of the 2.22 acre tract. At the time of . .
recordation of the Covenants, the Permittee must also record with the New Hanover County Register of
Deeds, a final survey map of the development, sealed by the licensed surveyor, which clearly depicts the
surveyed areas of Conservation and lot/infrastructure layout.
These provisions relating to wetlands cannot be amended or modified without the express written
consent of the U.S. Army Corps of Engineers, Wilmington District. *This I includes changes as a result
of any local government drainage easement requirements*.
The permittee shall enforce the terms of the Covenants and, prior to conveyance of the property, shall
take no -action on the property described in the Covenants inconsistent'with the terms thereof - The
permittee shall provide a copy of the recorded Covenants and recorded Survey to the Corps of Engineers
within 15 days of recording.
3. The permittee shall submit to the U.S. Army Corps of Engineers, Wilmington District an as -built
survey of the authorized permanent and temporary impact areas. This.survey must be submitted within
45 days. of construction completion of the subject relocation.
Corps Regulatory
Lit

Action ED Number. SAW-2008-519 County: Brunswick
Permittee: Randy Blanton
Date Permit Issued: November 10, 2008
Project Manager: Kimberly Garvey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
WILMINGTON REGULATORY FIELD OFFICE
POST OFFICE BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above refereinceA permit has been -completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

-._ II I I
,I,I I,
III,
5E AC
I M4
I'
DATE 10-21-08
DESIGN POT
DRAWN EJB
ENGINEERING, P.C.
410 Chestnut Stfeet
C1
OTRIPP
Wilmington, North Carolina 2840r
Phone [phone]
Fez 010-783-5831
SHEET 1 OF 1
®voe ^®r umxmeo. AA
rN-MA A I

�' � fgasnNa��o�aNcs .
PROPOSED PERMANENT % I••••:•:..'.r.'-.'.'.'.' PROPOSED TEMPORARY IMPACT A
IMPACT A ' '3: r.• : •:••• (001.4 SF / 0.02 AC) [[rr
(1929.0 SF / 0.04 AD) •' �••-•` U
/ 1 •, •,h••, ROPOSED PERMANENT 'h O
/ +�• IMPACT B
`. .� •'•¢ (107.0 SF / 0.005 AC) \ ,G•.1 O
z
PER AN ME IMPACT O O
MORE
'Zoo TRIPP ENGMMUNNG, c.:,
■410 Chestnut Street
,
s• ■ ,Wiluilngtort. North Caroltna. 28401
■Phone [phone]
910-703-5631

Revised: 4/14/11 Covil Gardens
ALG Pond 07041
Stormwater Calculations
Total Draina a Area
sq. ft.
acres
74,076
1 1.70
Impervious Area
Land Use
so. ft
I acres
Building
12,880
0.30
Asphalt Parking
22,281
0 51
Concrete
8,973
0.21
Future
6,626
0.15
[Total
50,760
1 17
Time of Concentration
Hydraulic Length (L) = 627 ft
change in Height (H) = loft.
T. (L'/H)-1/128
5 48 min.
Flow for 10 year, 6 hour Storm (Q10)
QPRE _ (CPRE) x (I10) x (Area)
2.68 cis
QPosr = (CPosr) x (I j x (Area)
7.82 cfs
Detention Pond Design
Pond Size:
Elevation
(ft.)
Surface Area
(sq. ft.)
Normal Pool
29.00
3.750
Flood Pool
31.00
5,335
Top of Bank
3400
5,335
Bottom of Pool
20.00
15
Bottom of Shelf
28.50
2, 000
Top of Shelf
29.50
4,832
impervious = 0,685
= 68.5%
say 68.5%
CPRE = 0.25
CPosr=(%imp.)(.95)+(1 %imp.)(.25)
0.73
I,° = 6.30 in/hr
iw = 7.79 in/hr
Flow for 50 year, 6 hour Storm (Qj
QPRE - (CPRE) x (I10) x (Area)
3 31 cfs
QP.r = (CPT) x (I10) x (Area)
9.67 cfs
State Surface Area Requirement at normal pool
Pond side slopes = 3 1
Depth below N P. = 4.70 ft.
SA/DA = 0.0490
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter)
Required SA = (SAIDA) x (Total Drainage Area)
3,630 sq ft
Total Provided Storage Volume: State Volume Req. for Stora a of first 1.5' runoff:
Vol = [(Normal pool SA + Flood Pool SA) / 2] Rv = .05+ .009(%imp)
x (F.P elev. - N.P. elev.) = 067
9,085 cu. ft. V=(Design rainfall)(Rv)(Drainage Area)
= 6,173 cu. ft.
Uv" -w-
=11l111111
RECEIVED
MAY 022011
By:
07041 pond 4-14-11 xls 1 of 2

Revised: 4/14/11 Covil Gardens
ALG Pond 07041
Stormwater Calculations
Pond Volume:
Bottom SA = 15 sq. ft.
Normal Pool SA = 3,750 sq. ft.
Vol. _ [(N.P SA + Bottom SA) 121 x (N.P. el - Bottom el.)
16,943 cu. ft.
Forebaw
Required Volume
Vol. = 20% of storage volume
3.389 cu. ft.
Provided Volume
Bottom SA = 100 sq. ft.
Normal Pool SA = 1,225 sq. ft.
Vol. _ [(N.P. SA + Bottom SA) / 2] x (N.P. el. - Bottom el.)
3,313 cu. ft.
depth = 5 ft
Outlet Structure Desiom
Flow for 2-day drawdown:
for 1st 1.5" of stormwater,
Q = Required Vol. / 172,800 sec. (2-days)
0.036 cfs
Required Area of Pipe for 2-day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
9 = 32 2 ft./s'
h = (F.P elev.- N P. elev ) /2
A = 0.0074 sq. ft.
Diameter of Pipe for 2-day drawdown:
DIA. = SQRT[(A x 4) / pi]
= 0 0972 ft.
Drawdown Calculation
Orifice Used= 1 in.
—]
Drawdown rate= 0.03 cfs
Drawdown time= 2.72 days
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter (L) = 16 ft
Q = CIA
C =(% imp.)(.95) + (1 % imp.)(.25)
= 0.73
1 = 6.30 in, for a 10 yr. Storm
A= 170Acres
7 82 cfs
Flow for 5-day drawdown:
for 1 st 1 5" of stormwater,
Q = Required Vol / 432,000 sec. (5-days)
= 0.014 cfs
Required Area of Pipe for 5-day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft./s2
h = (F P. elev. - N P. elev.) / 2
A = 0.0030 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
= 0.0615ft.
0.74 in.
Q=Cwx Lx H19
H=[Q/(Cwx Qj]
Cw=3
0.30 ft
Peak elevation = flood pool elevation + H
= 31.30 ft.
07041 pond 4-14-11.x1s 2 of 2

Revised. 4/26/11
ALG
Covil Gardens
Stormwater Pond Routing
1-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
1.70 ACRES
HYDRAULIC LENGTH
627 FT
CHANGE IN HEIGHT
10 FT
RUNOFF COEF.'C'
0.25
TIME OF CONCENTR
5.48 MIN
INTENSITY 1 YR
563 IN/HR
Qa = 2.39 CFS
Qa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 3.93 INCHES tyr, 24hr PRECIPITATION
CN = 81
S = (1000/CN)-10
S = 2.35
Depth (D) _ (P-0.2S)^2/(P+0 8S)
D = 2 06 IN - tyr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = [(43.5)(D)(Area)) / Op
Tp = 23.44 MINUTES
Storage Volume Req'd = (Op-0a)'Tp`1 39*60
8,045 cu. ft.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 29 00 feet
AFTER DEVELOPMENT
WATERSHED AREA
1 70 ACRES
HYDRAULIC LENGTH
627 FT
CHANGE IN HEIGHT
10 FT
RUNOFF COEF.'C'
068
TIME OF CONCENTR
5 48 MIN
INTENSITY 1 YR
5.63 IN/HR
Qp = 6.51 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
QP 290
3,750
0
0
0
0
0
0
30.0
5,120
4,435
4,435
1.0
8.3973
0
0.99
-CV 31.0
5,335
5,228
9,663
20
9.1760
0.6931
2.02
32.0
5,335
5,335
14,998
3.0
9.6156
1.0986
3.03
33.0
5,335
5,335
20,333
4.0
9.9200
1.3863
4.00
34.0
5,335
5,335
25,668
5.0
10.1530
1.6094
4.95
350
2,668
28,335
6.0
10.2519
1.7918
542
36.0
-
28,335
7.0
10.2519
1.9459
5.42
37.0
-
28,335
8.0
10.2519
2.0794
5.42
Regression Output
Ks =
4479
b =
1.09
Constant
8.41
07041

Revised: 4/26/11 Cowl Gardens 07041
ALG Stormwater Pond Routing
1-year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Qa =
2.39 cfs
Qp =
6.51 cfs
Tp =
23.4 min
dT=
4 min
BASIN DATA
Ks =
4479
b=
1.09
Zo =
29.00 ft
Normal water elev =
29.00 It
Peak Outflow =
0 47 cfs
Box Weir
Length =
16 ft
Peak Stage =
31.40 It
Cw =
3.0
Maximum Storage =
11,622 cu It
Zcr =
32.50 ft
Control Holes:
Slate Orifice:
Dia =
1.00 in
Dd =
18 in
Inv =
290 It
Cd =
059
Weir:
L =
7 in
Zi=
29.0ft
Inv=
31.00It
Time
Inflow
Storage
Stage
Outflow
W Riser
Barrel
Orifice
City Weir
(min)
(cfs)
(cu ft)
(ft)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0
00
0
29.00
0
0
0
0
0.00
4
0.5
0
29.00
0
000
0
0
0.00
8
1.7
110
29.03
0.00
0.00
0 0
0.00
0.00
12
34
517
29.14
0.01
0.00
0.2
0.01
0.00
16
5.0
1325
29.33
0.01
000
0.7
0.01
0.00
20
6.2
2527
29.59
0.02
0.00
1.8
0.02
0.00
24
6.5
4003
29.90
0.02
000
3.4
0.02
0.00
28
5.9
5557
3022
0.03
0.00
5.3
003
0.00
32
4.8
6971
3050
003
0.00
7.3
0.03
0.00
36
3.8
8112
30.72
003
000
8.2
003
0.00
40
3.1
9025
30.90
0.04
0.00
9 0
004
0.00
44
2 5
9754
31 04
0.05
0.00
9 5
0.04
0.01
48
2 0
10332
31.15
0.14
0.00
9.9
0.04
0.10
52
1.6
10772
31.23
0.24
0.00
102
0 04
0.20
56
1.3
11094
31.30
0.32
0.00
104
0.04
0.28
60
1.0
11321
31.34
0.38
0.00
10.5
0 04
0.34
64
0.8
11472
31.37
0.43
0.00
106
0 04
0.39
68
0.7
11564
31.38
0.46
0.00
107
0.04
0.42
72
0 5
11610
31.39
0.47
0.00
10.7
0 04
0.43
76
0.4
11622
31.40
0.47
0.00
107
0 04
0.43
80
0.3
11609
31 39
0.47
0.00
107
0.04
0.43
84
0 3
11576
31.39
0.46
0.00
10.7
0 04
0.42
88
0 2
11530
31.38
0.45
0.00
10.7
0 04
0.41
92
0.2
11474
3137
0.43
0.00
10.6
0.04
0.39
96
01
11412
31.36
0 41
0.00
10.6
0 04
0.37
100
0.1
11347
3134
0.39
0.00
10.5
0.04
0.35
104
0.1
11280
31.33
0 37
000
10.5
0 04
033
108
0.1
11212
31.32
0.35
0.00
10.5
0.04
0.31
112
0.1
11144
31.30
0.33
000
10.4
0.04
029
116
0.0
11078
31.29
032
0.00
10.4
0.04
0.28
120
0.0
11013
31.28
0.30
000
10.3
0.04
026
124
0.0
10950
31.27
028
0.00
10.3
0.04
0.24
128
00
10890
31 26
0.27
0.00
10.3
0.04
023
132
0.0
10831
31.25
0.25
0.00
102
0.04
0.21
136
0.0
10776
31 23
0.24
0.00
10.2
0.04
020
140
0.0
10722
31.22
0.22
0.00
10.1
0.04
0.19
144
0.0
10671
31.22
0.21
0.00
101
0.04
017
148
0.0
10622
31.21
0.20
0.00
10.1
0.04
0.16
152
0.0
10576
31.20
0.19
0.00
10.0
0.04
0.15

Revised, 4/26111
Covil Gardens
07041
ALG
Stormwater Pond Routing
_
1-year 24hr Storm
156
0.0
10532
31.19
0.18
0.00
10.0
0.04
0.14
160
0.0
10489
31.18
0.17
0.00
10.0
0.04
0.13
164
0.0
10449
31.17
0.16
0.00
10.0
0.04
0.13
168
0.0
10411
31.17
0.16
0.00
9.9
0.04
0.12
172
0.0
10374
31.16
0 15
0.00
99
0.04
Oil
176
00
10339
31 15
0.14
0.00
9.9
0.04
0.10
180
00
10305
31.15
0.13
0.00
99
0.04
0.10
184
0.0
10273
31.14
0.13
000
9.8
0.04
0.09
188
0.0
10243
31.13
0.12
0.00
9.8
0.04
0.09
192
0.0
10214
31.13
0.12
0.00
9.8
0.04
0.08
196
0.0
10186
31.12
011
0.00
9.8
0.04
0.08
200
0.0
10159
31.12
0.11
0.00
9.8
004
0.07
204
00
10133
31.11
0 10
0.00
9.8
0.04
0.07
208
0.0
10108
31.11
0.10
0.00
9.7
0.04
0.06
212
0.0
10085
31 10
0.10
0.00
9.7
004
0.06
216
00
10062
31.10
0.09
0.00
9.7
0.04
0.05
220
00
10040
31 09
0.09
0.00
9.7
004
0.05
224
0.0
10019
31.09
0.08
0.00
97
0.04
0.05
228
0.0
9999
31.09
0.08
000
9.7
0.04
004
232
0.0
9979
31.08
0.08
000
9.6
0.04
0.04
236
0.0
9960
31.08
0.08
0.00
96
0.04
0.04
240
0.0
9942
31.08
0.07
000
9.6
0.04
004
244
0.0
9924
31.07
0.07
0.00
9.6
0.04
0.03
248
0.0
9907
31.07
0.07
0.00
96
0.04
0.03
252
0.0
9891
31.07
0.07
0.00
96
0.04
003
256
0.0
9875
31.06
006
0.00
9.6
004
0.03
260
00
9859
31.06
0.06
0.00
_
9.6
0.04
0.03
264
0.0
9844
31.06
0.06
0.00
96
0.04
0.02
268
0.0
9830
31.05
0.06
000
9.5
0.04
0.02
272
0.0
9816
31.05
0.06
0.00
9.5
0.04
0.02
276
0.0
9802
31.05
0.06
000
9.5
004
0.02
280
0.0
9789
31.05
0.05
0.00
9.5
0.04
002
284
0.0
9776
31.04
005
0.00
9.5
0.04
0.02
288
0.0
9763
31.04
005
0.00
95
0.04
0.01
292
0.0
9751
31 04
0.05
0.00
95
0.04
001
296
0.0
9739
31.04
0.05
0.00
9.5
0.04
0.01
300
0.0
9727
31.03
0.05
0.00
95
0.04
001
304
0.0
9715
31 03
0.05
0.00
95
004
0.01
308
0.0
9704
31.03
0.05
000
9.5
004
0.01
312
0.0
9693
31.03
0.04
000
9A
0.04
0.01
316
0.0
9682
31.03
0.04
0.00
9A
0.04
0.01
320
0.0
9672
31.02
0.04
0.00
9.4
004
0.01
324
0.0
9662
31.02
0.04
000
9.4
0.04
0.01
328
00
9652
31.02
0.04
000
9A
0.04
0.01
332
0.0
9642
31.02
0.04
0.00
9.4
004
0.00
336
0.0
9632
31.02
0.04
0.00
9.4
004
0.00
340
00
9622
31.01
004
0.00
9.4
0.04
0.00
344
0.0
9613
31.01
0.04
0.00
9.4
0.04
0.00
348
0.0
9604
31.01
0.04
0.00
9.4
0.04
0.00
352
0.0
9594
31 01
004
0.00
94
0.04
0.00
356
0.0
9585
31.01
0.04
0.00
9.4
0.04
000
360
0.0
9576
31.01
0.04
000
9A
0.04
0.00
364
0.0
9567
31.00
0.04
0.00
9.4
0.04
0.00
368
0.0
9559
31.00
004
0.00
9.3
004
0.00
372
0.0
9550
31.00
0.04
0.00
9.3
0.04
0.00
376
0.0
9541
31 00
004
0.00
9.3
004
0.00
380
0.0
9533
31.00
0.04
0.00
9.3
0.04
0.00
384
0.0
9524
31 00
004
0.00
9.3
0.04
0.00
388
0.0
9515
3099
0.04
0.00
93
004
0.00
392
0.0
9507
30.99
0.04
000
9.3
0.04
0.00
396
0.0
9498
30.99
0.04
0.00
9.3
004
0.00
400
0.0
9489
30.99
0.04
0.00
93
0.04
0.00
404
0.0
9481
30.99
0.04
000
9.3
0.04
0.00
408
00
9472
30.99
0.04
0.00
9.3
004
0.00

r� r
NC®ENR
North Carolina Department'of Environment and Natural Resources
Beverly Eaves Perdue
Governor
April 19, 2011
Mr. Randy Blanton, Owner
PO Box 10137
Wilmington, NC 28404
Division of Water Quality
Coleen H. Sullins
Director
Subject: Request for Additional Information
Stormwater Project No. SW8 080317
Covil Gardens
New Hanover County
Dear Mr. Blanton:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater
Management Permit Application for Covil Gardens on April 6, 2011. A preliminary in-depth
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
Sand Filter:
a. Emergency Outlets: Water should pond on top of the sand between the top
of the sand and the bottom of the cover grate over the sand filter. There
appears to be an emergency outlet between these two elevations on the
plans. Please clarify how the water will be contained.
b. Grading: Please provide grading and/or spot elevations describing the ridge
which defines the sand filter drainage area.
2. Wet Pond:
a. Outlet Structure: I see from the file that the outlet structure was moved via
Plan Revision on November 17, 2008 at the request of the USACE. The
outlet structure shown in this application appears to be larger than it was
previously. Did either the placement of the outlet structure in the wetland or
the change in size of the outlet structure in the wetland require a 401 and/or
404? If so, what is the status of obtaining those approval(s)?
b. Calculations
i. Sand Filter Outlet: It appears that the outlet invert, which is at 31 msl
collects in SDMH No 4 and then drains to the pond. Please clarify
through calculations that the pond will be able to hold/treat the
required volume with the additional sand filter volume flowing to it. If
the sand filter is not intended to drain to the pond, please show where
it drains and please also the invert of the receiving ditch/pipe.
ii. Volume Calculations: Though the wet pond was previously permitted
and both the drainage area and impervious area have decreased
such that there should be no issue with being able to contain the
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 1�TOne 1, Phone '910-796-72151 FAX, 910-350-2O041 Customer Service 1877-623-6748 t orth Carolina
Internet.w .ncwaterquality.org �y /�N�//_IlY.
An Equal Opportunity l Affirma0e Action NS9i
n Employer

SW8 080317
April 19, 2011
water, we will need an updated, stamped required volume Simple
Method calculation and supplement sheet for the file.
iii. Design Calculations: It also appears that the depth and potentially
other design parameters may have changed. The permitted pond
shows the bottom of the pond to be at 19msl and the proposed pond
is shown to be at 22msl. The dimensions of the surface area also
changed. Please provide updated design calculations. SL2008-211
allows you to keep a pond design under previously -permitted design
requirements if you 1.) Do not increase impervious area to the pond
(which you have not done), or 2.) Do not increase the size of the
pond. I understand that the reason for adding the sand filter was to
avoid having to make it "bigger'. If the pond still has to be "bigger",
please have your engineer contact me for further discussion.
iv. Supplement: Please provide an updated supplement form.
v. O&M Form: If the depth changes, please submit an updated O&M
form.
c. Drainage Area: There is a dashed line that appears to be the wet pond's
drainage area. Please label it on the plan.
d. Timber Wall: Please clarify why the timber wall has been removed. It
appears that it was included in the previous permit to ensure an appropriate
length to width ratio. What has changed to make it no longer necessary?
3. General:
a. Maintenance Easements: Maintenance easements are noted on the plan.
Please show their locations and dimensions.
4. Please remember that a change to one number may have a domino effect on
other numbers. Please check all plans, calculations and forms and make
changes as needed.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to May 19, 2011, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable.
Page 2 of

S W8 080317
April 19, 2011
If you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
j
cerely,lly hnson
Environmental Engineer
GDS/kpj: S:\WQS\Stormwater\Permits & Projects\2008\080317 HD\2011 04 addinfo 080317
cc: Phillip Tripp, PE
Wilmington Regional Office Stormwater File
Page 3 of 3

TRIPP ENGINEERING, P.C. FED APR 0 5 2011
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
April 5, 2011
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Covil Gardens
Permit No. SW8 080317
TE 07041
Dear Ms. Johnson:
We are applying for a modification to existing permit SW8 080317 for Covil
Gardens. Enclosed please find the following items for your review:
• Two sets of revised plans
• Original and one copy of the application form
• $505 check
• Narrative
• Sand Filter Supplement
• Operation and Maintenance Agreement
• Calculations
• Soils Report
• Approved wetland map
• Copy of the deed
Please review for approval and contact us with any questions, comments or if
you need additional information. Thank you.
Sincerely,
Tripp gineering, P.C.
Lee Galloway
ALG:dcb
Enc.
REIAPRO
VED
2011
BY:�

April 5, 2011
Stormwater Narrative
Covil Gardens
Wilmington, NC
TE 07041
Covil Gardens is a vacant 2.22-acre tract proposed for a multifamily project. Proposed
impervious areas include 14,595 sf of building, 28,700 sf of parking area, and 9,573 sf of
concrete. This a total built upon area of 54,707 sf or 56.6% total impervious area. The
impervious area will be treated by a proposed sand filter and proposed wet detention pond.
The pond is currently permitted to treat 50,760 sf (1.17 ac) of impervious area. The pond
will treat runoff for the State's 1.5", 1-year 24-hour pre -post and the City's 10-year pre -
post requirements. The sand filter is sized for 8,734 sf of total impervious area. Overflow
from this basin will be directed to Burnt Mill Creek, classification C-S W.
BY:P%R C.EIVED
APR 0 5 2011
�_

Southern L_nvironmental Group, Inc.
5315 5outk College load, Suite E- • Wilmington, North Carolina 28i-1 2
910.+52.2711 - rax: 910.452.2711
www.sesi.us
October 12, 2010
Electronic Mail
Tripp Engineering
Attn: Lee Galloway
419 Chestnut Street
Wilmington, NC 28401
Re: Seasonal Water. Table Estimate
Covil Gardens
Dear Mr. Galloway,
office@se i.us
[SL-Gi Pmiect tN07-'097.011
On October 8, 2010, Southern Environmental Group,'Inc. (SEGi) conducted soil borings to
estimate the seasonal water table at a site referred to as Covil Gardens, located off of Covil
Avenue, south of the intersection of Covil Avenue and Market Street, in New Hanover.County,
North Carolina.
At the time of the site evaluation, 2 auger borings were conducted, to depths of 45 inches below
the existing grade. Soils encountered in the boreholes predominately consisted of fine to medium
grade sands and sandy clay loams. The soils at both borings were predominantly light colored
materials (Chroma values 2 or less on the Munsell soil color chart). There was a very weak
restrictive layer noted at about 7 inches below grade at each location. Only Boring 1 had visible
water in the hole, which was measured at 44 inches below existing grade. It is worth noting that
this area received upwards of 20 inches of rain over several days ending on October 1, 2010. We
encountered indications of a seasonal high water table in the form of common, prominent high
chroma mottles (1 OYR 5/6) at 30 inches in Boring 1, and 28 inches at Boring 2. The data for each
plot area is presented in Tables 1 and 2, which has been attached to this correspondence. Also
attached, you will find a site plan showing the approximate boring locations.
Should you have any questions or concerns regarding this season high water table estimate, please
feel free to contact our office at 910.452.2711,
S7 er ly
DaviE k6
Project Manager
�ECEI'V�I�
APR 0 5 2011
BY:--,_______

Southern r-nvironmental Group, Inc.
5515 SOutk College Koaj, Suite E • Wilmington, Nortk Carolina 2841 2
910.452.2J 1 1 - Fax: 910.452.271 1 • [e-mail]
www.segi.us
Enclosures: (3)
Enclosures: Aerial Photograph
Tables Outlining Boring Results
Map Denoting Approximate Boring Locations

joutkern Environmental GrouP, Inc.
5515 Jouth College Road, Suite E_ • Wilmington, Nortk Carolina 25+1 2
91O.452.7.711 ' rax: 91OA52.2711 • ofice@se�vi.us
www.scgi.us
Depth (inches)
Soil Description
Hue
Value
Chroma
0-4
Fine sandy loam
10 YR
3
1
4-5
Fine sandy loam
10 YR
4
1
5-7
Fine sandy'loam
l0 YR
4
4
7-30
Fine sandy loam, sandy clay loam
w/ common, prominent mottles
beginning at 30 inches
10 YR
10 YR
6
5
1
6
30-45
Sandy clay loam
w/ common, prominent mottles
10 YR
10'YR
6
5
1
6
Table.] (Boring l)
Depth (inches)
Soil Description
Hue
Value
Chroma
0-6
Fine sandy loam
10 YR
3
1
6-8
Fine sandy loam
10 YR
4
1
8-10
Fine sandy loam
10 YR
4
4
10-28
Fine sandy loam, sandy clay loam
w/ common, prominent mottles
beginning at 28 inches
10 YR
10 YR
6
5
1
6
28-45
Sandy clay loam
w/ common, prominent mottles
10 YR
10 YR
6
5
1
6
Table 2 (Boring 2)

L ASSEMBLY
RS AND
BBO MASTER SERIES
NVIUL BUILDING TWO
L # FIFE 35.0
i.M,,.,— x — x —x —x
z--- x— x-- x— x r
zS
G THREE
35.0
SERVICE e
MODEL_ 1860 MASTER SERJES
ILDING '...
REDUCER
. ASSEMBLY
Covil Gardens
I (4L)
O
I
O
I
0
.. ..I
ROPOSED TE)APORA
_
(06.4 SF / 0.002
a1
I
to
-'x-=�_"_"•
N/F
•_' I
MKET NORTH INV
AR
R04917-0D4-
- _ I
D.B. 5017
•
- ••
ZONWG - MF-M
._..._..__ ._.
I
I
�
x_ _ _
I
- _ - - -
"_ "
RETAINING WALL
_
'
". . . RRRSERJARON
j�-'•••'_•_•••
�.'
I 'I� I
3.0'FNRCLQIH
W/0.90' Owe
✓
I y I
I
'Boring t
I I
Borin2
�I I
I I
TOD 32.0
,g.
FP 31.0
.
•I .
I
NP 29.0
5.0
°
RETNNING WALL
ENT
AROUND POND
0' MNHTEI"
24" FES INV 26.
I
SDMH No. 2 W/ IOx15z1B ED
RUM 33.5
INV 2B•2
TIµIBETi BAFFLE WALL
TELAPOf7AR1' POROUS BAFFLES
CONCRETE SIDEWALK I
I
I
I
I

WILMINGTON DISTRICT "' S-"�$66 U
Action Id. SAW-2008-00519 County: New Hanover
U.S.G.S. Quad: Wilmington
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Randy Blanton Agent:
Address: PO Box 10137
Wilmington, NC 28404
Telephone No: 910-270-1138
Property description:
Size (acres) 2.22
Nearest Waterway Burnt Mill Creek
USGS HUC 03030007
Southern Environmental Grouo. Inc_r,'
attn: David Scibetta i� ��
5315 College Road; Suite E i
Wilmington, NC 28412409 f�
\ 910-452-2711 °s <�aJ
Nearest Town Wilmington
River Basin Northeast Cape Fear River
Coordinates N 34.2365 W-77.9038
Location description The property is located at 115 Covil Avenue (parcel ID# R04917-004-010-000) New Hanover
County, Wilmington, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the Permit requirements of Section 404 of the Clean
Water Act (CWA)(33 USC & 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed rive years from the date of this notification
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 03121/2008 Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
Pagel of 2

puousneo regtuanons, Lois determination may be reflect upon for a period not to exceed five years from the date of this
notification.
Y The property is located in one of the 20 Coastal Counties subject to reeulation under the Coastal Area Management
Act (CANIA). You should contact the Division of Coastal Management in Wilmington at 910-796-7215 to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jessica Hooten at 910-2514637 or Kim Garvey at
910-251-4482.
C. Basis For Determination
D. Remarks
This determination is based on information provided by Southern Environmental Group Inc and by site visit
conducted by Jessica Hooten on 02/11/2008.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Jessica Hooten, Project Manager,
Wilmington Regulatory Field Office
PO Box 1890
Wilmington North Carolina 28402
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 05/21/2008.
**It is not necessary to submit an RFA form to the District Office if you do not objec the determination in this
correspondence.**
Corps Regulatory Official: ��7/Jg,l� ('tpg(fbv �r
Date 03/21/2008
Expiration Date 03/21/2013
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http://reeulatorv.usacesurvev.com/ to
complete the survey online.
Page 2 of 2

L6
N
89'36'49"
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27.97
L7
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69'29'33"
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22.47
LS
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29'45'48"
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45.04
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his undersigned on tdate. Unless
there Is a change In the law of
our published regulations, this
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Jurisdiction may be relied upon for
aapperiod of five years
)�from
�this
/ l�lJu t.
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See Inset"B" Covil Avenue
Randy Blanton
115 Covil Avenue
2.22 Acres
City of Wilmington, New Hanover County, NC
Date: September 28, 2007
Survey Reference:
z
Al 1 1A—
sr
VICINITY MAP N.T.s.
Notes:
1) 404 Wetland area Is
7,940 s.f. � C,(
2) Wetlands flogged by.
Southern Environmental
Group, Inc.
5315 South College Rd
Wilmington, NC 28403
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SUR�f'yo •L.��
P,dul . Talbot, L.S. L-4099

t
NV jVr
V
i
APR 0 5 2011
jqpLigi IIII ailII III IIIII IN
FOR RGtWWRTIOPREGI6TER OF DEEDS
ECC. SMITH
W6ORCOOMY, NC
2005NOV
03:9:52 PM
6KA942 PGAN-1254 FEE:S20.00
K REV STW3620.00
WRO # Y0055669915
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: fQJ,L co
Parcel Identifier No. R04917-004-009-000 & R04917-004-010-0OOVerified by County on the _ day of 20_
By:
Mail/Box to:
This instrument was prepared by: Yow, Fox & Mannen. L.L.P.. 102 North Fifth Avenue. Wilmington, North Carolina 28401
Brief description for the Index: 115 COVIL AVE-WILMINGTON. NEW HANOVER COUNTY, NC
THIS DEED made this day of rvbri't'AggY 1120_, by and between
GRANTOR
STEVEN E. HIGHT, and wife,
NANCY K RIGHT
408 LAKE BOONE TRAIL
RALEIGH, NC 27608
GRANTEE
RANDY L, BLANTON
2516 HOOVER ROAD
WILMINGTON, NC 28404
Enter in appropriate block for each patty: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, 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 in fee simple, all that certain lot or parcel of land situated
in the city of Wilmington, New Hanover County, North Carolina and more particularly described as follows:
See Exhibit "A".
{00054464.DOC)NC Ber Association Fom, No. 301976, Revtud01977,2002 Ri�TuRN To: Dourks A. Fox
Printed by Ageenad with the NC Ber Association - 1991

The property hereinabove described was acquired by Grantor by instrument recorded in Book 4366 page 775-778 New Hanover
County Registry.
A map showing the above described property is recorded in Plat Book page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, 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, other than the following exceptions:
The provisions of all applicable zoning and land use ordinances, statutes and regulations; the provisions of all applicable
restrictive covenants and utility easements of record, if any; and 2005 ad valorem taxes.
IN WITNESS WIEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
By:
STEVEN E. HIGHT
By:
NANCY K HIGHT
/-y
ssannn,�N,,
State'T Bf&
Co
J �IItd d gl lUtary Public of the County and State aforesaid, certify that STEVEN E. HIGHT, and wife, NANCY K
H7�pQ€ared fdrEvne this day and acknowledged th due xecution of the foregoing instrument for the purposes therein
e I" and Notarial stamp or seal this 'ay of November, 2005
MY
Notary Public �—
The foregoing Certificate(s) of is(are
certified to be correct. Thus instrument and this certificate are duly registered at the date and time and in the Book and Page shown on the
firs[ page hereof.
Register of Deeds for New Hanover County
Deputy/Assistant - Register of Deeds
(00054464.DOC)NC Bar Association Form No. 3.0 1976, Revised O 1977, 2002
Primed by Agreement with the NC Bar Association - 1981

EXHIBIT"A"
Tract 1
BEGINNING at a point in the Eastern right-of-way line of Covil Avenue (30 feet from
the center line thereof), said point being located North 02 degrees 36 minutes East
141.22 feet from the point of intersection of the Eastern right-of-way line of Covil
Avenue with the Northern right-of-way line of Broad Street (30 feet from the center line
thereof); running thence from said beginning point with the Eastern right-of-way line of
Covil Avenue North 02 degrees36 minutes East 220.78 feet to a point, said point
marking the Southwestern corner of a tract of land conveyed by the parties of the first
part to the parties of the second part by deed recorded March 6,1956, in Book 577, at
Page 519, of the New Hanover County Registry; running thence South 87 degrees 20
minutes 15 seconds East, and with and along the Southern line of a tract of land
heretofore conveyed by the parties of the first part to the parties of the second part as
aforesaid, 365.11 feet to a point; running thence South 04 degrees o8 minutes 45
seconds West 171.29 feet to an old monument; running thence South 84 degrees 49
minutes 45 seconds West 363.83 feet to the point of beginning; containing 1.63 acres,
more or less.
Tract 2
BEGINNING at a point in the Eastern edge (30 feet from its center line) of Live Oak
Avenue where said avenue is intersected by W. N. Peterson's southern line, said point
being perpendicular to a point in the center line of said avenue, which said point is
South 02 degrees 35 minutes West n91 feet from its intersection with the center line of
Market Street Road (U.S. Highway 17 and 74); running thence from said beginning
point and along the Eastern edge of said Live Oak Avenue South 2 degrees 35 minutes
West 70.0 feet to a point; running thence perpendicular to said avenue South 87
.degrees 25 minutes East 376.4 feet to a point; running then parallel to said avenue
North 2 degrees 35 minutes East 70.2 feet to a point, said point being Peterson's
Southeast comer; running thence along his southern line North 87 degrees 27 minutes
West 367.4 feet to the point of beginning containing 0.59 of an acre and being a portion
of W. J. Taylor's Land, according to the description furnished by M. H. Lander, C. E.,
and being a part of the same lands conveyed to Woodus Kellum, Trustee under deed
recorded in Book 567, Page 514, of the New Hanover County Registry.

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration: 11123/2005 03:17:52 PM
Book: RE 4942 Page: 1251-1254
Document No.: 2005069915
DEED 4 PGS $20.00
NC REAL ESTATE EXCISE TAX: $620.00
Recorder: PHELPS, MICAH
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
(54*)
2005069915..E
2005069915

Project Name: Ciw%L 6AeDFJS I Rpwiew C. JA Me Zzv� Date: 4/G/U __1
I Project Location: \n,,JMrpIty Mop.I I A6 n o required (yes/ o ate received' _�
Symbols for completing form: '✓'= Yes/OK'x'= No/Deficirt 'n/a' or'\' or'/'
Rule(s) Subject (check all that apply):
❑ 1995 Coastal ❑ 2008 Coastal ❑ Phase II ❑ Universal
Paperwo :
Check for $505 (must be no older than 6 months)
Application form with correct/original signatures (original plus 1 copy). If Corporation or LLC also.
o Print the info from the NCSOS
o Either, 1.) The applicant is listed on the NCSOS with his/her correct title or, 2.) A notarized letter of
thorization has been provided
❑ Supf3feme�Is (1 original per BMP). BMP type(s).�nntfi(, A
/❑ O&P with orrect/original signatures (1 origi er BMP, except level spreaders/filter strips.and swales)
lih
V ❑ Deed restrictions (if outparcel or subdividin (ono al plus 1 copy) Q '
d rest 'ct�rirt template (signed and not�r� ed or /r^• NJj
❑ Sopn6fytigS rt f�e ergants a d,Restrjc i ns* 'gned a a�izgd) �*
T� 0�y�p�,, A�1
❑ Supporting calculations, & sealed (if n cesary)
❑ Receiving stream classification. . SA or ORW also:
o SA: USGS topo map with the site, the eceking waters ar dahe�mile radius shown'to sgale.
c ORW: 575 ft of MHWL for Area of Envro�mental Concern and tmax BUA per ule. �f
❑ Modifications: 1.) If built: Designer's Cert., 241 If Ra � allX built: Partial Ce of ff of bf lf: No rt �d.�
Development Type (check all that apply): L A
❑ Residential or ❑ Commerci I ❑ Deed restrictions match?
❑ Subdivision or ❑Single Lot �❑,� Deed restric onj match?
❑ High Density or ❑Low Dens y 4eeQ d restrict ons:j atcy';.
❑ Offsite project ❑ Redevelopment �M� iificatl o-8031?j ".01 Exempt
❑ NCG02 (bulkhead) ❑ NCG03 (clear/gra ❑ NCG04 linear)
Density: p�yjWE
El BUA calculations include common areas, clues s si I +et S f
❑ BUA %: Matches high/low densit requirement for rule and receiving stream class.
❑ No obvious math errors
❑ If High Density Design storm correct for rule anry �g strea�ass.�
Plans, signed and sealed (2 sets): 66 IFI ,
❑ Two sets received ❑ Layout (with proposed BUA dimensions)
❑ Grading ❑ Drainage area map (all HD systems & curb outlet swales)
❑ Vicinity map ❑ Project 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+Gor,�do
Offsite Projects:
❑ Designer's Certification has been submitted for the Offsite BMP receiving the runoff from the project.
❑ 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.
❑ DWO 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 wiihin one business day (24 hour after
request Info requests on Friday, allow a return on the following business dav) If ;nfo not returned, issue an
applicatlnn return letter and give everything to adman. (Add info received d _te = SINIS dare)
Substantially incomplete: Issue an apphcat:on return letter and give everything to admen

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
January 4, 2010
Mr. Randy Blanton, Owner
PO Box 10137
Wilmington, NC 28404
Subject: APPLICATION RETURN p�v �OSC>3
Covil Gardens
New Hanover County
Dear Mr. Blanton:
Dee Freeman
Secretary
On December 29, 2010, the Division received an incomplete State Stormwater Management
Application for a Plan Revision for the project listed above. The application is being returned
because the impervious area proposed is in excess of what is currently permitted.
Please visit DWQ's website at http-//h2o.enr.state.nc.us/su/bmp forms htm to download the
latest available forms Please provide the requested information and return the package to the
address below. Note that the 90-day statutory permit review time begins upon receipt of a
complete application. If you have any questions, please do not hesitate to call me at (910) 796-
7331 or email me at [e-mail].
Sincerely,
V
�JKelly Johnson
Environmental Engineer
GDS/kpj S:\WQS\StormWater\Permits & ProjectsQO08\080317 HD\2011 01 return_app 080317
cc: Lee Galloway, Tripp Engineering
Wilmington Regional Office File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone [phone] FAX [phone] Customer service 1-877 623-6748
Internet: v rimatetquality org
One
NorthCarollrtfl
Natti
An Equal Opportunity 1 Al5rmd6ve Action Employer

Name:
rro ect Location: mA I Add info required (yes/no), Date received:
Symbols for completing form: '✓'= Yes/OK ' x'= No/Deficient 'n/a' or T or T
Rule(s) Subject (check all that apply):
❑ 1995 Coastal ❑ 2008 Coastal ❑ Phase II ❑ Universal
Paperwork:
❑ Check for $505 (must be no older than 6 months)
❑ Application form with correct/original signatures (original plus 1 copy). If Corporation or LLC also:
o Print the info from the NCSOS
o Either, 1.) The applicant is listed on the NCSOS with his/her correct title or, 2.) A notarized letter of
authorization has been provided: Q n
❑ Supplements (1 original per BMP). BMP type(s): I Q"-1to fV/
ll.3$ b _ C),:; Q
❑ O&M with correctloriginal signatures (1 original per BMP, except level spreaders/filter strips and swales)
❑ Deed restrictions (if outparcel or subdividing) (original plus 1 copy) % /�
o Deed restriction template (signed and notarized) or Cu�Y'PSJ'ct � 50t'7 (DO
o Proposed Declaration of Covenants and Restrictions (signed and notarized) QIOVW41 GI 5S3
❑ Soils report identifying the SHWT
❑ Supporting calculations, signed & sealed (if necessary)
❑ Receiving stream classification: If SAror ORW also:
o SA: USGS topo map with the site, the receiving ters and the mile radius shown to scale.
o ORW: 575 ft of MHWL for Area of Environmental Lricern and max BUA per rule.
❑ Modifications: 1.) If built: Designer's Cent., 2.) If artialiv uilt: Partial Cert., 3.) If not built: No Cert. needed.
Development Type (check all that apply): %
El Residential or ❑ Commercial ❑ Deed restrictions match?
❑ Subdivision or ❑ Single Lot ❑ Deed restrictions match?
❑ High Density or ❑ Low D— ity ❑ Deed restrictions match?
❑ Offsite project ❑ Redevelop`ent ❑ Modification ❑ Exempt
❑ NCG02 (bulk, a ❑ NCGO5 IeaNgr de) ❑ NCG04 (linear)
Density: (%
❑ BUA calculations in Jude coma on areas, lubhouse, sidewalks, etc.
❑ BUA %: %% h , Matches high/low density requirement for rule and receiving stream class.
❑ No obvious math errs 7s U %�
❑ If High Density: Design storm c rreeffor rule and receiving stream class.
Plans, signed and sealed (2��'isets): �
❑ Two sets received 'u", Layout (with proposed BUA dimensions)
❑ Grading'` ❑ Drainage area map (all HD systems & curb outlet swales)
❑ Vicinity map ❑ Project Boundaries ❑ Legend
❑ Wetlands:N.
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 project.
❑ 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)
0 Substantially incomplete: Issue an application return letter and give everything to admin.

TRII'P ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
REC'U 4 4 S 2010
December 28, 2010
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Covil Gardens
Permit No. SW8 080317PR
TE 07041
Dear Ms. Johnson:
Enclosed please find one original and one copy of the Plan Revision Application
For and two copies of revised plans for the above referenced project. We are requesting
a revision to Permit No. SW8 080317. The size of the building footprint has decreased
resulting in less built upon area.
Please review for approval and contact us with any questions, comments or if
you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Lee GiOloway
ALG:dcb
Enc.
RECEIVED
DEC 2 9 ZOO

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW8 080317
2. Project Name: Covil Gardens
3. Permit Holder's name (specify the name of the corporation, individual, etc.):
4. Print Owner/Signing Official's name and title (person legally responsible for permit):
Randy Blanton
5. Mailing Address for person listed in item 2 above:
City:Wilmington State:NC Zip:28404
Phone: (910 ) 540-7285 Fax:
Email:
II. PLAN REVISION INFORMATION
1. Summarize the plan revision proposed (attach additional pages if needed): I DEC 2 9 2010
III. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the DWQ Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original & I copy of the Plan Revision Application Form I f
• Two (2) copies of revised plans (aunst be revisions of original approved plan sheet(s))
If applying for Express review (only available in 20 coastal counties):
Application fee of $500.00 (made payable to NCDENR) ZI
VI. APPLICANT'S CERTIFICATION
I, (print or type nanne of person listed in General Information, item 3) Randy Blanton
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, to the b st of my, knowledge, correct and complete.
�' >` - ! 'C Date:
Plan Revision Fonn Rev 13July2010 Page I of 1