SW8101009_HISTORICAL FILE_20110113

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 too oaq
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
$� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 1101 13
YYYYMMDD

Q��
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
January 13, 2011
Division of Water Quality
Colleen H Sullins
Director
Mark Alper, Manager
Great Neck Holdings, LLC
1{—Stfget 1'• O. so X
Wilmington, NC 28401
Subject: State Stormwater Management Permit No. SW8 101009
Cape Fear Pick and Pull
High Density Commercial infiltration Basin Project
New Hanover County
Dear Mr. Alper.
Dee Freeman
Secretary
The Wilmington Regional Office received a complete State Stormwater Management
Permit Application for Cape Fear Pick and Pull on January 11, 2011. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with
the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC
2H.1000 We are forwarding Permit No. SW8 101009 dated January 13, 2011, for the
construction of the subject project
This permit shall be effective from the date of issuance until January 13, 2021, 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 adiudicatory hearing upon written request within thirty (30)
days following receipt of this permit This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh; NC 27611
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Steve Pusey, or me at [phone].
Sincerely,
eorgette Scott
Stormwater Supervisor
Division of Water Quality
GDS/sgp: S.\WQS\STORMWATER\PERMIT\101009 jan11
cc Phil Tripp, Tripp Engineering, P.0
New Hanover County Building Inspections
City of Wilmington Development Services
Beth E Wetherill, New Hanover County Engineering
Steve Pusey
Wilmington Regional Office
Wilmington Rcg;cnal ON=
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone [phone] FAX [phone]Customer Service 1-877-623-6748 NorthCarci ina
Internet w rimaterquahty org
cttrrrratlt/
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No SW8 101009
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
Great Neck Holdings, LLC
Cape Fear Pick and Pull
2829 N. Hwy. 421, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) infiltration basin in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter
collectively and separately referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
This permit shall be effective from the date of issuance until January 13, 2021, 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 stormwater
control has been designed to handle the runoff from 641,274 square feet of
impervious area, including future amount
3 The tract will be limited to the amount of built -upon area indicated in Section 1.8
on page 3 of this permit, and as shown on the approved plans. The built -upon
area for the future development is limited to 92,083 square feet.
4 The stormwater system is designed to infiltrate the 10-year, 24-hour storm
without discharging at half the expected infiltration rate within 5 days, and
therefore no bypass, vegetated filter, or additional storage volume is required.
The rainfall depth of the 10-year storm is 7.08 inches over a 24-hour period
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 8

State Stormwater Management Systems
Permit No. SW8 101009
6 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
7 The project shall provide a 50' wide vegetated buffer adjacent impounded
structures, streams, rivers, and tidal waters.
8. The following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design condition
n
a
c
d
e
f.
i
j•
k.
I.
m
0
P
9
r
Drainage Area, Acres
Onsite, ft
Offsite, ft2:
Total Impervious Surfac9s, ftz:
Onsite Current, I .
Onsite Future, ft
Offsite, ft
Design Storm, inches
10-year, 24-hour Storm, inches
Basin Depth, feet:
Bottom Elevation, FMS�:
Bottom Surface Area, ft
Storage / Overflow Elevation, FMSL:
Permitted Storage Volume (10yr 24hr storm),
Predevelopment 1 yr 24 hr peak flow, cfs.
Post -development 1 yr 24 hr peak flow, cfs:
Type of Soil:
Expected Infiltration Rate, in/hr
Seasonal High Water Table, FMSL.
Time to Draw Down, hours:
ft3:
Receiving Stream/ River Basin- NE
Stream Index Number.
Classification of Water Body.
23.0
980,100
21,780
641,274
549,191
92,083
0
1 5`
708
7
9
88,267
16
724,259
22.45
0
Sand
16
7
< 1 day
Cape Fear / Cape Fear
18-74-(61)
"SC; Sw"
'SL2008-211 requires that this design store and treat the 1 5" storm This infiltration basin has been
designed to store the 10yr24hr storm and infiltrate that volume within 5 days without discharge as
calculated using half the expected Infiltration rate in order to waive the offhne bypass and vegetated filter
requirements
It. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
Page 3 of 8

State Stormwater Management Systems
Permit No SW8 101009
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to•
a Semiannual scheduled inspections (every 6 months)
b. Sediment removal.
C. Mowing and revegetation of slopes
d Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of infiltration media, catch basins, swales,
and piping
g A clear access path to infiltration basin must be available at all times.
4. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
5 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
6. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
7 Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below -
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area
e. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area. The project area is defined as all property owned
by the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
Page 4 of 8

State Stormwater Management Systems
Permit No SW8 101009
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
1. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
2. This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change form
to the Division of Water Quality, signed by both parties, and accompanied by the
appropriate documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
3 The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request
4. 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
5. 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.
6 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
7. 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.
8. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
9 Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11 The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes
Page 5 of 8

State Stormwater Management Systems
Permit No SW8 101009
12. The permittee shall submit a permit renewal application 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 13`h day of January, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

,DWQ USE ONLY ', '.
Date Received
F e Paid
Pe mit Number
D- —/�
—
D
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
Thus 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 ).
Cape Fear Pick & Pull
2. Location of Project (street address)
City.Wilmmgton County New Hanover Zip 28401
3. Directions to project (from nearest major intersection)
Approx 0.22 mile (1161 If) north from the intersection of N Hwy 421 & Flemming Street (SR 2000) on the
west side of N Hwy 421 '
4 Latitude.34° 16' 43" N Longitude 77° 5740" W of the main entrance to the project
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one) ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction. []Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one).
❑Low Density ®High Density []Drams to an Offsite Stormwater System ❑Other
3 If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
❑CAMA Major ®Sedimentation/Erosion Control- ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit.
OCT 1 a 2010
Form SWU-101 Version 07Jun2010 Page I of

III. CONTACT INFORMATION
1 a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc who owns the project):
Applicant/Organization: Great Neck Holdings LLC
Signing Official & Title:Mark Alper, Member Manager
b.Contact mformabon for person listed in item la above
Street Address:13 Wrieht Street
City:Wilmmgton State -NC Zip.28401
Mailing Address (if applicable) PO Box 2139
City Wilmington State NC Zip28401
Phone (910 ) 762-9619 Fax [phone]
Email
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
Signing Official &
b.Contact information for person listed in item 2a above
Street Address:
City:
Mailing Address (if applicable)
State
City State
Phone. ( 1 Fax -
Email
3. a. (Optional) Print the name and title of another contact such as the project's
person who can answer questions about the project
Other Contact Person/Organization
Signing Official & Title
b. Contact information for person listed in item 3a above:
Mailing
City.
Phone
Email
State*
Fax
Zip
Zip
Form SWU-101 Version 07Jun2010 Page 2 of 7

4. Local jurisdiction for building permits: New Hanover County
Point of Contact: Phone #: (910 ) 798-7165
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated
The stormwater for the high density project will be treated via conveyance swales and an on -site infiltration
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 Cape Fear River basin.
4. Total Property Area: 22.5 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*:22.5 acres
Total project area shall be calculated to exclude the following the normal pool of im ounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NSW) line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area
8 Project percent of impervious area- (Total Impervious Area / Total Project Area) X 100 = 65.4 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
RECEIVED
OCT 18 2010
BY:
Form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area
Drainage Area
Drainage Area
Receiving Stream Name
NE Cape Fear R.
Stream Class *
SC,Sw
Stream Index Number *
18-74-(61)
Total Drainage Area (so
1,001,880
On -site Drainage Area (so
980,100
Off -site Drainage Area (so
21,780
Proposed Impervious Area*' s
641,274
% Impervious Area** total
64.0
Impervious— Surface Area
Drama e Area 1
Drainage Area 7
Drainage Area
Drainage Area
On -site Buildings/Lots (so
8,000
On -site Streets (so
0
On -site Parking (so
29,173
On -site Sidewalks (so
440
Other on -site (so
511,578
Future (so
92,083
Off -site (so
0
Existing BUA*** (so
0
Total (so:
641,274
Stream (..lass and index Number can be detentnned at: http//portal ncdetrr org nebftoq/ps/esu/classifications
"* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
**'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA
11. How was the off -site impervious area listed above determined? Provide documentation. based upon areial
photography and visual on -site citeremination
Projects in Union County: Contact DWQ Central Office staff to check iifthe project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per NCAC 02B 0600
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation anal ma 5na
must be submitted for each BMP specified for this project The latest versions of thf for
m��azi
from hU://portal.ncdenr.org/web/wq/ws/su/bmp-manual
VL SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http //portal ncdenr org/web/wg/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http.//portal ncdenr org/web/wg/ws/su/map )
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/formss� does.
Initials`2
1. Original and one copy of the stormwater Management Permit Application Form. nn
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants �(.r
Form (if required as per Part VII beloto)
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 5505 payable to NCDENR. (For an Express review, refer to
hn://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.)
Form SWU-101 Version 07Jun2010 Page 4 of 7

5 A detailed narrative (one to two pages) describing the stormwater treatment/ managementforC,
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 QC(7
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the I/2
mile radius on the map
7 Sealed, signed and dated calculations Ae6
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
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters
u. Dimensioned property/project boundary with bearings & distances
j Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished Floor elevations
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o Drainage areas delineated (included in the main set of plans, not as a separate document)
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify_
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs Include an 8.5"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 venfij the SNWT prior
to subunuttal, [phone] )
10. A copy of the most current property deed. Deed book 5486 Page No 5 A(?
11 For corporations and limited liability corporations (LLC) Provide documentation from the NC t4 U3-
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 lusted 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/Corporations/CSearch aspxx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
OCT 13 2010
For all subdivisions, outparcels, and future development, the appropriate property rIestrichons and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary sic trl'can 1 or the propose '
BUA allocations vary, a table lusting each lot number, lot size, and the allowable built -upon area mu f?midec
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http //portal ncdenr orQ/web/wg/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.
Form SWU-101 Version 07Jun2010 Page 5 of 7

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 Engmeer Phillip G Tripp, P E
Consulting Firm Trrop Engineering
Mailing Address.419 Chestnut Street
City: W dmmgton
Phone: (910 ) 763-5100
Email•trippeng®ec rr com
State NC Zip 28401
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 Information, 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 In) with (print or hjpe name of organization listed in
Contact Inforination, item 1a) 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.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-2151 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission
OCT 1 81010
Form SWU-101 Version 07Jun2010 Page 6 of 7

X, APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item 1a) Mark Alper
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H 1000, SL 2006-246 (Ph II - Post Construction) or SL 2008-211
.—",6
Date. /-/I/'
a Notary Public for the State of N orbi d IAA - . County of
�Pn(�Qf do hereby certify that ark A (per personally appeared
before me this f day of 0 ('4z) �l Z�O_i0 and acknowledge the due exec n of the application for
a stormwater permit Witness my hand and official seal, r
c 1 13,
NOTAR);•..
o' V
PUBUG: �•:
COUN.c`',
nunnniii"
SEAL
My commission expires ) 0 -1S-11
Form SWU-101 Version 07Jun2010 Page 7 of 7

Pusey, Steven
From: Lee Galloway [[e-mail]
Sent: Thursday, January 13, 2011 10.57 AM
To: Pusey, Steven
Cc: [e-mail]
Subject: RE: Cape Fear Pick & Pull - Calcs.
Attachments: 10023-Storage Volume Calcs 10-Year.pdf
Steve,
Attached is the required storage volume for the 10 Year Storm (7.08"...same as used in the pond routing 10 year rainfall
depth) using the Simple Method.
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: Pusey, Steven[mailto:steven.ousey(a)ncdenr.govl
Sent: Thursday, January 13, 2011 10:18 AM
To: Lee Galloway
Subject: Cape Fear Pick & Pull - Calcs.
Lee,
Can you please confirm with your calculations that the provided volume is met using the simple method for a 10-year,
24-hour storm. This is a very easy calculation so it shouldn't take too long. I know it works but need your calculation
submitted for the file.
Thanks,
5tedePr411T
Environmental Engineer
NC DENR - Division of Water Quality
Surface Water Protection - Stormwater
Tel: [phone] Fax- [phone]
E-mail: [e-mail]
E-mail correspondence to and from this address may be subject to the NC Public Records Law and may be disclosed to third parties

1/13111 Ca Fear Pick Poe JP. 10023
AUS Simple Method - lOYear Storm Storage Volume Calculations
Storage Volume - Non SA Waters - Minimum Volume Reaulred
Volume of Runoff = V = (3630) (Design Rainfall Depth) (R,r) (Drainage Area)
.fare
R„= 0 05W.009(1, )
Rv - Runoff Coefficient - dorm runoff (Inches) / slam remit (Inches)
IA a Mpen ous Fraction = Impervious portion of the dretrbpe arse lanes) I Drainage area (aces)
Is=
H0
%
Rr=
063
Design Rainfall Depth=
708
in
Drainage Area=
2300
acres
Volume Repaired=
370.03e
its
Volume ProMed =
724,259
tl
ewesVssgruvxsxsa agcrinnmtvan.e.nsaaavwate tbsn�4ro ra vrr

Pusey, Steven
From:
Sent:
To:
Subject:
Attachments:
Sure thing.
See attached.
Lee Galloway
Tripp Engineering, P.0
(p) 910.763 5100
(f) 910.763.5631
[e-mail]
Lee Galloway [lee-trippeng@ec rr com]
Tuesday, January 11, 2011 4 50 PM
Pusey, Steven
RE Permit Status
CapeFearPick&Pull InfilBasinSup 1-11-11 pdf
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: Pusey, Steven rmailto:steven.pusey(cbncdenr.gov1
Sent: Tuesday, January 11, 2011 4:11 PM
To: Lee Galloway
Subject: RE: Permit Status
Yes, I can replace. However, could you please send page 2 also by e-mail, so it matches page 1.
Thanks,
Steve )Pufesf
Environmental Engineer
NC DENR - Division of Water Quality
Surface Water Protection - Stormwater
Tel: [phone] Fax: [phone]
E-mail: Steven. Puseycdncdenr.gov
E-mail correspondence to and from this address may be subject to the NC Public Records Low and may be disclosed to third parties
From: Lee Galloway rmailto:lee-trippeng(a)ec.rr.coml
Sent: Tuesday, January 11, 2011 3:47 PM
To: Pusey, Steven
Subject: RE: Permit Status
Steve,
Attached to the submittal package was a calculation page titled "Simple Method —1.5" Storage Volume Calculations."
This shows how we determined the minimum volume required per Section 3.4 of the BMP manual. I have also attached
a pdf of this calculation page for your convenience.

You are correct. I inadvertently used the incremental volume number Instead of the accumulated volume for the
provided storage volume on the supplement sheet. Attached is the revised Page 1 of the supplement form with the
correct storage volume (724,259 cf). Can you please replace this in your files?
Let me know if you have any questions
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: Pusey, Steven[mailto:steven.puseyc&ncdenr.govl
Sent: Tuesday, January 11, 2011 2:48 PM
To: Lee Galloway
Subject: RE: Permit Status
Lee,
I have been working on it. However, I have had some delay due to the holidays and adverse weather.
I only have a couple more questions. Please explain the calculation of minimum design volume required, which is equal
to 79,442 cf according to the Supplement. Also, I think the provided storage volume should be 724,259 cf per your
calculations. Please confirm this value by correcting the Supplement sheet, which currently shows 116,913 cf
Let me know if you have any questions
Thanks,
StevePwelo
Environmental Engineer
NC DENR - Division of Water Quality
Surface Water Protection - Stormwater
Tel: [phone] Fax: [phone]
E-mail: Steven. Pusey(cbncdenr.gov
E-mail correspondence to and from this address maybe subject to the NC Public Records Low and maybe disclosed to third parties
From: Lee Galloway fmailto:lee-trippena(olec.rr.com]
Sent: Monday, January 10, 2011 8:50 AM
To: Pusey, Steven
Subject: Permit Status
Steve,

If you have a chance, could you please let me know the status of permit application SW8101009 (Cape Fear Pick & Pull).
We resubmitted comments back to you on December 71", and I believe the application was received by your office on
10/14/10.
Thanks.
Lee Galloway
Tripp Engineering, P.0
419 Chestnut Steet
Wilmington, NC 28401
(p) 910.763.5100
(f) 910.763 5631
lee-tnppene@ec rr.com
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

9/27/10 Cape leer Pick Fun Jr 10023
AW Simple Method -15" Storage Volume Calculations
Stmam Valuate - Non SA Waters - Mlydmum Volume Required
Volume of Runog=V=(3930) (Dopn Rainfall Depth) (Rv) (Drainage Area)
where
Rv=0I 5.0009(IrJ
Rv = Rurroff Coeftkmt = storm mnoH (inches) / storm rainfall (Inchm)
Is= lapervbus Fraclbn. Impervious portion of the drainage arm (acres) / Drainage am (acim)
1�
ae 0
%
Rv=
063
Design Rahlel Depth.
t 52
In
Drainage Area
2300
acres
Volume Required.
79,ee2
M
Volume Pmhded-
724,259
fls
o WnVe1a11aon#1\ NNt�blabmWdm'aaAVa]3LW. Wlor4b lShd

TRwp ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX. [phone]
December 7, 2010
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Steve Pusey
Re: Cape Fear Pick & Pull
Project No. SW8 101009
TE 10023
Dear Steve:
In response to your comments dated November 29, 2010, we offer the following:
J 1. The cross-section details for the infiltration basin and swale have been revised to note
the "3:1 Grassed Slope." The grassing schedule chart is located on Sheet C2. Also, a
note has been added to the infiltration basin detail noting that 4" of clean sand shall be
placed at the bottom of the infiltration basin.
2. The sub -basin drainage area linetype has been added to the legend and the linetype has
also been thickened to show up better on Sheet Cl. Also, the grassed swales have been
labeled more clearly on the plan.
J3. The future impervious area is currently assumed to sheet flow directly into the
infiltration basin. Therefore this area was taken into account when designing the basin.
/ 4.
Below is a breakdown of the impervious area:
-Building Area: 8,000 SF
-Asphalt Parking: 29,173 SF
-Sidewalks: 440 SF
-Gravel Road/Parking: 511,578 SF
-Future Impervious: 92,083 SF
TOTAL IMPERVIOUS: 641,274 SF
This information is also included in the site data table located on Sheet C 1.
Enclosed please find two sets of revised plans. 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 Ga 4oway
ALG:dcb
Enc.
I JF,:;% . D
BY:
DEC 0 7 2010

Job No. 10023
Date: 10/18/10
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28401
Phone: [phone] • FAX: [phone]
Email: [e-mail]
LETTER OF TRANSMITTAL
To:
Rtcv UV 182010
0j0
Attention: Kelly Johnson
Subject: Cape Fear Pick & Pull
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I am sending you: ( X ) ATTACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( X ) Other
Copies Item No. Description
1 Operating Agreement for Great Neck Holdings LLC
These are transmitted as checked below:
( X ) For Approval ( ) For Your Use ( ) Sign & Return ( X ) Review
Remarks: This should complete the items reauested in you initial comments Please contact
us with any additional items needed Thank you
Signed:_ Lee Galloway

RECEIVED
OPERATING AGREEMENT OCT 18 2010
OF BY:�_
GREAT NECK HOLDINGS, LLC
THIS OPERATING AGREEMENT (this "Agreement") of Great Neck Holdings, LLC,
(the "Company"), a limited liability company organized pursuant to the North Carolina Limited
Liability Company Act, is executed effective as of May 4, 2010, by and among the Company and
the persons executing this Agreement as the initial Member and Organizer (as defined below)
ARTICLE I - DEFINITIONS
1 1 Definitions. The following terms used in this Agreement shall have the following
meanings (unless otherwise expressly provided herein) -
(a) "Act" means the North Carolina Limited Liability Company Act, as the same may be
amended from time to time
(b) "Articles of Organization" means the Articles of Organization of the Company filed
with the Secretary of State, as amended or restated from time to time.
(c) "Capital Account" means for the account established for the Member pursuant to
Section 6.2 hereof and maintained in accordance with the provisions of this Agreement
(d) "Code" means the Internal Revenue Code of 1986, as amended from time to time (and
any corresponding provisions of any succeeding law).
(e) "Distributable Cash" means, with respect to the Company for a period of time, all
funds of the Company on hand or in bank accounts of the Company as, in the discretion of the
Manager, is available for distribution to the Member after provision has been made for (i)
payment of all operating expenses of the Company as of such time, (ii) provision for payment of
all outstanding and unpaid current obligations of the Company as of such time, and (in) provision
for such reserves as the Manager deems necessary or appropriate for Company operations.
Distributable Cash may include part or all of the Member's Initial Capital Contribution, or any
additional capital contributions by the Member.
(f) "Fiscal Year" means the calendar year, provided that the first Fiscal Year of the
Company shall commence on May 4, 2010, and continue through December 31, 2010.
(g) "Income" means, for each Fiscal Year or other period, each item of income and gam
as determined, recognized and classified for federal income tax purposes, provided that any
income or gain that is exempt from federal income tax shall be included as if It was an item of
taxable income.
(h) "Initial Capital Contribution" means the initial contribution to the capital of the
Company made by the Member pursuant to Section 6 1(a) of this Agreement

(i) "Loss" means, for each Fiscal Year or other period, each item of loss or deduction as
determined, as recognized and classified for federal income tax purposes.
0) "Manager" means the initial Manager named in this Operating Agreement, or any
person that succeeds any such Manager in his capacity as manager or any other Person elected to
act as the Manager of the Company as provided herein.
(k) "Member" means the Person designated as the member of the Company on Schedule I
hereto.
(1) "Membership Interest" means all of the Member's rights in the Company, including
without limitation, the Member's share of the profits and losses of the Company, the right to
receive distributions of the Company's assets, any right to vote and any right to participate in the
management of the Company as provided in the Act and this Agreement. As to the Member,
Membership Interest shall mean the percentage set forth opposite such Member's name on
Schedule I hereto, as amended from time to time.
(m) "Net Income" and "Net Loss" mean, for each Fiscal Year or other relevant period, (i)
the excess of the Income for such period over the Loss for such period, or (it) the excess of the
Loss for such period over the Income for such period, respectively.
(n) "Organizer" means the person who executes the articles of organization of the
Company in the capacity of an organizer.
(o) "Person" means an individual, a trust, an estate, or a domestic corporation, a foreign
corporation, a professional corporation, a partnership, a limited partnership, a limited Lability
company, a foreign limited liability company, an unincorporated association, or another entity.
(p) "Secretary of State" means the Secretary of State of North Carolina.
(q) "Treasury Regulations" means the Income Tax Regulations and Temporary
Regulations promulgated under the Code, as such regulations may be amended from time to time
(including corresponding provisions of succeeding regulations).
ARTICLE 11- FORMATION OF THE COMPANY
2 1 Formation The Company was formed on May 4, 2010, upon the filing with the
Secretary of State of the Articles of Organization of the Company. In consideration of the mutual
premises and covenants contained herein and other good and valuable consideration, the receipt
and sufficiency of which is hereby acknowledged, the parties hereto agree that the rights and
obligations of the parties and the administration and termination of the Company shall be
governed by this Agreement, the Articles of Organization and the Act
2 2 Name The business and affairs of the Company shall be conducted under the name
Great Neck Holdings, LLC The name of the Company may be changed from time to time by

amendment of the Articles of Organization The Company may transact business under an
assumed name by filing an assumed name certificate in the manner prescribed by applicable law.
2 3 Registered Office and Registered Agent. The Company's registered office shall be 33
Wright Street, Wilmington, New Hanover County, North Carolina 28401, and the name of its
initial registered agent at such address shall be Mark Alper
2.4 Term The duration of the Company shall be unlimited, in accordance with the
Company's Articles of Organization, unless the Company is earlier dissolved and its affairs
wound up in accordance with the provisions of this Agreement or the Act.
2 5 Purposes and Powers
(a) The Company may engage in any lawful business for which limited liability
companies may be organized under the Act
(b) The Company shall have any and all powers which are necessary or desirable to carry
out the purposes and business of the Company, to the extent the same may be legally exercised
by limited Lability companies under the Act The Company shall carry out the foregoing
activities pursuant to the arrangements set forth in the Articles of Organization and this
Agreement.
2 6 Nature of Member's Interests The interest of the Member in the Company shall be
personal property for all purposes Legal title to all Company assets shall be held in the name of
the Company. Neither the Member nor a successor, representative or assign of the Member, shall
have any right, title or interest in or to any Company property or the right to partition any real
property owned by the Company. Interests may be evidenced by a certificate of membership
interest issued by the Company, in such form as the Manager may determine
ARTICLE III - RIGHTS AND DUTIES OF THE MANAGER
3 1 Management. The business and affairs of the Company shall be managed by the
Manager In addition to the powers and authorities expressly conferred by this Agreement upon
the Manager, the Manager shall have full and complete authority, power and discretion to
manage and control the business of the Company, to make all decisions regarding those matters
and to perform any and all other acts or activities customary to or incident to the management of
the Company's business, except only as to those acts and things as to which approval by the
Member is expressly required by the Articles of Organization, this Agreement, the Act or other
applicable law The Manager may appoint one or more officers who may but need not be the
Member or the Manager of the Company, with such titles, duties and compensation as may be
designated by the Manager, subject to any applicable restrictions specifically provided in this
Agreement or contained in the Act.
3 2 Number and Qualifications There shall be one Manager of the Company The
number of Managers may be increased only by an amendment of this Agreement The Member
shall have the right, power, and authority to adopt an amendment to this Agreement increasing

the number of Managers, and to provide for operation of the Company by more than one
Manager. The name and consent of the Manager to serve as such shall be evidenced on Schedule
fl attached hereto and made a part hereof, as amended upon any change of the Manager The
Manager need not be a resident of the State of North Carolina or the Member of the Company
3.3 Election and Term of Office The Manager shall be appointed by the Member. The
Manager shall hold office until the Manager's successor shall have been elected and qualified, or
until the death or dissolution of the Manager, or until his resignation or removal from office in
the manner provided in this Agreement or in the Act
3.4 Resignation. The Manager of the Company may resign at any time by giving written
notice to the Member of the Company. The resignation of the Manager shall take effect upon
receipt of notice thereof or at such later time as shall be specified in such notice; and, unless
otherwise specified therein, the acceptance of such resignation shall not be necessary to make it
effective
3.5 Removal. The Manager may be removed at any time, either with or without cause,
by the Member.
3.6 Vacancies The Member shall appoint a person to serve as Manager in the event of
the death, resignation, or removal of the Manager
3.7 Inspection of Books and Records. The Manager shall have the right to examine all
books and records of the Company for a purpose reasonably related to the Manager's position as
a Manager
3.8 Compensation The compensation of the Manager shall be fixed from time to time
by the Member, or by contract approved by the Member, and the Manager shall not be prevented
from receiving such salary if he is also the Member of the Company
ARTICLE IV - THE MEMBER
4.1 Name and Address of Initial Member The name, address and Membership Interest of
the initial Member of the Company are as reflected in Schedule I attached hereto and made a part
hereof, which Schedule shall be as amended by the Company as of the effectiveness of any
transfer or subsequent issuance of any Membership Interest
4 2 Identification of Member. The Organizer of the Company hereby identifies Southern
Metals Recycling, Inc., a North Carolina corporation, as the initial Member of the Company.
4.3 Admission of Members.
(a) In the case of a Person acquiring a Membership Interest directly from the Company,
the Person shall become a Member with respect to such Membership Interest on compliance with
the requirements of Article VIII and, with respect to the initial Member, making the initial
Capital Contribution specified in Section 6 1

(b) An assignee of a Membership Interest shall become a Member only on compliance
with the requirements of Article VIII
(c) Any Person may become a Member unless such Person lacks capacity or is otherwise
prohibited from being admitted by applicable law.
ARTICLE V - LIMITATION OF LIABILITY AND
INDEMNIFICATION OF THE MANAGER AND THE MEMBER
5.1 Limitation of Liability. No Manager or Member of the Company shall be Fable to
the Company for monetary damages for an act or omission in such person's capacity as a
Manager or a Member, except as provided in the Act for (i) acts or omissions which a Manager
knew at the time of the acts or omissions were clearly in conflict with the interests of the
Company, (ii) any transaction from which a Manager derived an improper personal benefit, or
(ui) acts or omissions occurring prior to the date this provision becomes effective If the Act is
amended to authorize action further eliminating or limiting the liability of Managers and
Members, then the liability of the Manager or Member of the Company shall be eliminated or
limited to the fullest extent permitted by the Act as so amended. Any repeal or modification of
this section shall not adversely affect the right or protection of a Manager or Member existing at
the time of such repeal or modification.
5 2 Indemnification The Company shall indemnify the Manager and Member to the
fullest extent permitted or required by the Act, as amended from time to time, and the Company
may advance expenses incurred by the Manager or Member upon the approval of the Member
and the receipt by the Company of an undertaking by the Manager or Member to reimburse the
Company unless it shall ultimately be determined that the Manager or Member is entitled to be
indemnified by the Company against such expenses. The Company may also indemnify its
employees and other representatives or agents up to the fullest extent permitted under the Act or
other applicable law, provided that the indemnification in each such situation is first approved by
the Member As used in this agreement, "improper personal benefit" does not include reasonable
compensation or other reasonable incidental benefits for or on account of service as a Manager,
an officer, an employee, an independent contractor, an attorney, or a consultant of the Company.
5 3 Other Rights The indemnification provided by this Agreement shall: (i) be deemed
exclusive of any other rights to which a person seeking indemnification may be entitled under
any statute, agreement, or otherwise, both as to action in official capacities and as to action in
another capacity while holding such office, (ii) continue as to a person who ceases to be a
Manager or Member, (iii) inure to the benefit of the estate, heirs, executors, administrators or
other successors of an indemintee, and (iv) not be deemed to create any rights for the benefit of
any other person or entity
5 4 Report to Member. The details concerning any action to limit the liability, indemnify
or advance expenses to the Manager or other, taken by the Company shall be reported in writing
to the Member as soon as possible, and in any event, within ten (10) days immediately following
the date of the action.

ARTICLE VI - CONTRIBUTIONS TO CAPITAL AND CAPITAL ACCOUNTS; LOANS
6.1 Capital Contribution; Loans.
(a) Upon execution of this Agreement, the Member agrees to contribute cash to the
Company as set forth as the Initial Capital Contribution of such Member on Schedule I, attached
hereto. If the Member determines that the Initial Capital Contribution is insufficient to carry out
the purposes of the Company, the Member may make additional contributions to the capital of
the Company
(b) The Member shall not be paid interest on any Capital Contribution to the Company.
6 2 Capital Accounts.
(a) The Company shall maintain a separate capital account ("Capital Account") for the
Member pursuant to the principles of this Section 6 2. The Initial Capital Account of the Member
shall be the Initial Capital Contribution of the Member. Such Capital Account shall be increased
by (i) the amount of the subsequent Capital Contributions of the Member to the Company under
Section 6 1 and (n) such Member's allocable share of Company Income and Net Income pursuant
to Section 7.1. Such Capital Account shall be decreased by (i) the amount of cash distributed to
the Member by the Company pursuant to Section 7 2 and (ii) such Member's allocable share of
Loss and Net Loss pursuant to Section 7 1.
6.3 Withdrawal or Reduction of Member's Contributions to Capital
(a) The Member shall not have the right to withdraw all or any part of its Capital
Contribution or to receive any return on any portion of its Capital Contribution, except as
provided in Article VII, or as may be otherwise specifically provided in this Agreement. Under
circumstances involving a return of any Capital Contribution, no Member shall have the right to
receive property other than cash, except as provided in Article IX of this Agreement.
6 4 Liability of Member The Member shall not be liable for the debts, liabilities or
obligations of the Company beyond its respective Initial Capital Contribution. The Member shall
not be required to contribute to the capital of, or to loan any funds to, the Company.
ARTICLE VII - ALLOCATIONS, DISTRIBUTIONS, ELECTIONS AND REPORTS
7.1 Allocations. Net Income, or Net Loss, if any, for a Fiscal Year or other period, shall
be allocated to the Member after giving effect to all Capital Account adjustments attributable to
contributions and distributions of cash and property made during such Fiscal Year.
7.2 Distributions. The Manager shall distribute Distributable Cash and other property at
such times and in such amounts as he may determine, in his sole discretion. All such
distributions of Distributable Cash or other property shall be made to the Member. Except as
provided in Section 7.3, all distributions of Distributable Cash and property shall be made at such
time as determined by the Manager Subject to the limitations in Section 7 3, such distributions

may include a return of part or all of the Member's Initial Capital Contribution or any additional
capital contribution by the Member
7.3 Limitation Upon Distributions. No distribution shall be declared and paid if payment
of such distribution would cause the Company to violate any limitation on distributions provided
in the Act.
7 4 Allocations for Tax Purposes. Each item of Income, Net Income or Net Loss of the
Company shall be allocated to the Member in the same manner as such allocations are made for
book purposes pursuant to Section 7 1.
7.5 Records and Reports. At the expense of the Company, the Manager shall maintain
records and accounts of all operations and expenditures of the Company The Company shall
keep at its principal office the records required by the Act to be maintained there
7 6 Books of Account.
(a) The Manager shall maintain, or cause to be maintained, the Company's books and
records and shall determine all items of Income, Loss, Net Income and Net Loss in accordance
with the method of accounting selected by the Manager, consistently applied All of the records
and books of account of the Company, in whatever form maintained, shall at all times be
maintained at the principal office of the Company and shall be open to the inspection and
examination of the Member or its representatives during reasonable business hours. Such right
may be exercised through any agent or employee of the Member designated by its or by an
attorney or independent certified public accountant designated by the Member. The Member shall
bear all expenses incurred in any examination made on behalf of the Member.
(b) All expenses in connection with the keeping of the books and records of the Company
and the preparation of audited or unaudited financial statements required to implement the
provisions of this Agreement or otherwise needed for the conduct of the Company's business
shall be borne by the Company as an ordinary expense of its business.
7 7 Bank Accounts. The bank account or accounts of the Company shall be maintained
in the bank approved by the Manager The terms governing such accounts shall be determined by
the Manager and withdrawals from such bank accounts shall only be made by such parties as may
be approved by the Manager.
ARTICLE VIII - TRANSFERABILITY OF MEMBERSHIP INTERESTS, ADMISSION OF
MEMBERS
8 1 Transferability of Membership Interests Membership interests may be voluntanly
transferred only with the consent of the Manager. The Manager may require the proposed
transferee to furnish the Company with an opinion of counsel, satisfactory in form and substance
to the Manager, that neither the offering nor the proposed transfer will violate any Federal or
applicable state securities law and that such offering or proposed transfer will not adversely
affect the Company from being taxed as a partnership for Federal income tax purposes.
7

8.2 Pledge as Collateral. The provisions of Section 8.1 shall apply to pledge of any
Membership Interest as collateral for a loan
8 3 Rights of Transferee. Unless and until admitted as a Member of the Company in
accordance with Section 8.4, the transferee of a Membership Interest shall not be entitled to any
of the rights, powers, or privileges of a Member, except that the transferee shall be entitled to
receive the distributions and allocations to which the Member would be entitled but for the
transfer of its Membership Interest
8.4 Admission of Transferees as Members. A transferee of a Membership Interest may
be admitted as a Member of the Company upon furnishing to the Company all of the following:
(a) The written consent of all Members;
(b) The acceptance, in a form satisfactory to the Manager, of all the terms and conditions
of this Agreement; and
(c) Payment of such reasonable expenses as the Company may incur in connection with
his admission as a Member.
8.5 Admission of New Members. New Members to the Company may only be admitted
with the consent of all Members, upon compliance with Section 8 1, and, if the Manager so
requires, upon receipt by the Company of an opinion of counsel, satisfactory in form and
substance to the Manager that neither the offering nor the proposed sale of the Membership
Interest will violate any Federal or applicable state securities law and that neither such offering or
sale will adversely affect the Company from being taxed as a partnership for Federal income tax
purposes
ARTICLE IX - DISSOLUTION AND TERMINATION
9.1 Withdrawal Except as otherwise provided in this Agreement, the Member shall not
at any time retire or withdraw from the Company or withdraw any amount out of its Capital
Account Any Member retiring or withdrawing in contravention of this Section 9.1 shall
indemnify, defend and hold harmless the Company from and against any losses, expenses,
judgments, fines, settlements or damages suffered or incurred by the Company arising out of or
resulting from such retirement or withdrawal
9 2 Dissolution
(a) The Company shall be dissolved upon the first of the following to occur-
(i) Upon the election to dissolve the Company by the Member;
(it) Upon the happening of any event of withdrawal (as defined in the Act) with respect
to the Member, or

(iii) The entry of a decree of judicial dissolution or the issuance of a certificate for
administrative dissolution under the Act.
(b) Upon dissolution of the Company, -the business and affairs of the Company shall
terminate and be wound up, and the assets of the Company shall be liquidated under this Article
IX
(c) Dissolution of the Company shall be effective as of the day on which the event occurs
giving rise to the dissolution, but the Company shall not terminate until there has been a winding
up of the Company's business and affairs, and the assets of the Company have been distributed as
provided in Section 9.4.
(d) Upon dissolution of the Company, the Manager may cause any part or all of the assets
of the Company to be sold in such manner as the Member shall determine in an effort to obtain
the best prices for such assets. Otherwise, the assets of the Company shall be distributed in kind
to the Member to the maximum extent practicable
9 3 Articles of Dissolution Upon the dissolution and commencement of the winding up
of the Company, the Manager shall cause Articles of Dissolution to be executed on behalf of the
Company and filed with the Secretary of State, and the Manager shall execute, acknowledge and
file any and all other instruments necessary or appropriate to reflect the dissolution of the
Company.
9.4 Distribution of Assets Upon Dissolution. In settling accounts after dissolution, the
assets of the Company shall be paid in the following order:
(a) First, to creditors, in the order of priority as provided by law, except those to the
Member on account of its Capital Contributions,
(b) Second, an amount equal to the then remaining credit balances in the Capital
Accounts of the Member shall be distributed to the Member; and
(c) Thad, any remainder shall be distributed to the Member.
ARTICLE X - MISCELLANEOUS PROVISIONS
10 1 Competing Business Except as otherwise expressly provided in this Agreement or
the Act, neither the Manager nor the Member, nor any of their employees, officers, directors,
stockholders, partners, agents, family members or affiliates, shall be prohibited or restricted in
any way from investing in or conducting, either directly or indirectly, and may invest in and/or
conduct, either directly or indirectly, businesses of any nature whatsoever, including the
ownership and operation of businesses or properties similar to or in the same geographical area
as those held by the Company Except as otherwise provided in this Agreement or the Act, any
investment in or conduct of any such businesses by any such person or entity shall not give rise to
any claim for an accounting by any Member or the Company or any right to claim any interest
therein or the profits therefrom
we

10.2 Member Representations and Agreement. Notwithstanding anything contained in
this Agreement to the contrary, the Member hereby represents and warrants to the Company, the
Manager that- (a) the Membership Interest of the Member is acquired for investment purposes
only, for the Member's own account, and not with a view to or in connection with any
distribution, reoffer, resale or other disposition not in compliance with the Securities Act of
1933, as amended, and the rules and regulations thereunder (the "1933 Act") and applicable state
securities laws, (b) the Member, alone or together with the Member's representatives, possesses
such expertise, knowledge and sophistication in financial and business matters generally, and in
the type of transactions in which the Company proposes to engage in particular, that the Member
is capable of evaluating the merits and economic risks of acquiring and holding the Membership
Interest and the Member is able to bear all such economic risks now and in the future; (c) the
Member has had access to all of the information with respect to the Membership Interest
acquired by the Member under this Agreement that the Member deems necessary to make a
complete evaluation thereof; (d) the Member's decision to acquire the Membership Interest for
investment has been based solely upon the evaluation made by the Member; (e) the Member is
aware that the Member must bear the economic risk of an investment in the Company for an
indefinite period of time because Membership Interests have not been registered under the 1933
Act or under the securities laws of various states and, therefore, cannot be sold unless such
Membership Interests are subsequently registered under the 1933 Act and any applicable state
securities laws or an exemption from registration is available; (0 the Member is aware that only
the Company can take action to register Membership Interests and the Company is under no such
obligation and does not purpose to attempt to do so; (g) the Member is aware that this Agreement
provide restrictions on the ability of the Member to sell, transfer, assign, mortgage, hypothecate
or otherwise encumber the Member's Membership Interest, and (h) the Member agrees that the
Member will truthfully and completely answer all questions, and make all covenants, that the
Company or the Manager may, contemporaneously or hereafter, ask or demand for the purpose of
establishing compliance with the 1933 Act and applicable state securities laws.
10.3 Notice
(a) All notices, demands or requests provided for or permitted to be given pursuant to this
Agreement must be in writing.
(b) All notices, demands and requests to be sent to any Manager or Member pursuant to
this Agreement shall be deemed to have been properly given or served if addressed to such
person at the address as it appears on the Company records and (i) personally delivered, (ii)
deposited for next day delivery by Federal Express, or other similar overnight courier services,
(iii) deposited in the United States mail, prepaid and registered or certified with return receipt
requested or (iv) transmitted via telecopier or other similar device to the attention of such person
with receipt acknowledged.
(c) All notices, demands and requests so given shall be deemed received: (i) when
actually received, if personally delivered, deposited for next day delivery with an overnight
courier or telecopied, or (ii) as indicated upon the return receipt if deposited in the United States
mail
10

(d) The Manager and Member shall have the right from time to time, and at any time
during the term of this Agreement, to change their respective addresses by delivering to the
Company written notice of such change in the manner prescribed in Section 10.3(b)
(e) All distributions to any Member shall be made at the address at which notices are sent
unless otherwise specified in writing by any such Member.
10.4 Amendments. This Agreement or the Articles of Organization may only be
amended or modified by a writing executed and delivered by all of the Members.
10.5 Governing Law This Agreement is made in New Hanover County, North Carolina,
and the rights and obligations hereunder shall be interpreted, construed and enforced in
accordance with the laws of the State of North Carolina.
10.6 Entire Agreement This Agreement, including all schedules to this Agreement, as
amended from time to time in accordance with the terms of this Agreement, contain the entire
agreement among the parties relative to the subject matters hereof
10.7 Severabihty If any provision of this Agreement or the application thereof to any
person or circumstance shall be invalid or unenforceable to any extent, the remainder of this
Agreement and the application of such provisions to other persons or circumstances shall not be
affected thereby, and the intent of this Agreement shall be enforced to the greatest extent
permitted by law
10 8 Binding Agreement. Subject to the restrictions on transferability set forth in this
Agreement, this Agreement shall inure to the benefit of and be binding upon the undersigned
Member and its respective legal representatives, successors and assigns
10 9 Tense and Gender Unless the context clearly indicates otherwise, the singular shall
include the plural and vice versa. Whenever the masculine, feminine or neuter gender is used
inappropriately in this Agreement, this Agreement shall be read as if the appropriate gender was
used.
10 10 Captions. Captions are included solely for convenience of reference and if there is
any conflict between captions and the text of this Agreement, the text shall control.
10 11 Benefits of Agreement. Nothing in this Agreement expressed or implied, is
intended or shall be construed to give to any creditor of the Company or any creditor of any
Member or any other person or entity whatsoever, other than the Member and the Company, any
legal or equitable right, remedy or claim under or in respect of this Agreement or any covenant,
condition or provisions herein contained, and such provisions are and shall be held to be for the
sole and exclusive benefit of the Member and the Company.
10.12 Counterparts, This Agreement maybe executed in multiple counterparts, each of
which shall be deemed an original for all purposes and all of which when taken together shall
constitute a single counterpart instrument Executed signature pages to any counterpart

instrument may be detached and affixed to a single counterpart, which single counterpart with
multiple executed signature pages affixed thereto constitutes the original counterpart instrument.
All of these counterpart pages shall be read as though one and they shall have the same force and
effect as if all of the parties had executed a single signature page
IN WITNESS WHEREOF, the Organizer, the initial Manager, and the only Member of
the Company have caused this Agreement to be duly adopted by the Company as of the day and
year first above written and do hereby assume and agree to be bound by and to perform all of the
terms and provisions set forth in this Agreement.
Mark Alper, Organizer
Mark Alper, Manag
Southern Metals Recycling, Inc., Member
By
Jonat an Alper, President
12

Nam and Address of the Initial
Member
Southern Metals Recycling, Inc.,
13 Wright Street, Wilmington, NC
28401
SCHEDULEI
Initial Capital Contribution
S 1,150,000.00
13
Membership Interest
One Hundred Percent (100%)

SCHEDULEII
Manager of the Company
Mark Alper, 13 Wright Street, Wilmington, NC 28401
I hereby consent to be designated as manager of Great Neck Holdings, LLC, and hereby consent
to serve as such manager
Mark Alper, Manager
14

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX [phone]
zu�Q
October 14, 2010
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Cape Fear Pick & Pull
New Hanover County, NC
TE 10023
Dear Kelly:
OCT 1410I p
In response to your email comments on the above referenced project, we offer the
following.
✓1. LLC: The owner has been notified of your comment and is currently pursuing
alternate documentation to demonstrate that Mr. Alper is a manager. The
documentation will be submitted to your attention once received. It is believed
that all of your other comments are addressed at this time so we respectfully
request that the package be reviewed with the intent that the additional managing
member documentation be submitted once received from the owner.
✓L. Volume: In the original submittal package, please reference the calculation
sheets titled "CN and C Values / Design Rainfall Depth Calculations" and
"Simple Method -1.5" Storage Volume Calculations." At the bottom of the "CN
and C Values" sheet the design runoff depth was calculated for the 1-yr 24-hour
storm event at 1.52" (per Section 3.3.1 Simple Method of the BMP Manual).
Therefore 1.52" was used as the design rainfall depth and is shown in the
"Simple Method — 1.5" Storage Volume Calculations" sheet that was in the
original submittal package. The volume required was calculated as 79,442 ft3.
✓3. Wetlands: A note has been added to the Site Data table stating that there are no
wetlands on -site.

J0Drainage Area: The overall drainage area for the infiltration basin has been
added to the revised Sheet Cl.
J9 Impervious Dimensions: Dimensions have been added to the buildings, typical
- gravel road width, and typical gravel parking widths. The asphalt parking lot
was previously dimensioned.
J6. Grading: Proposed spot shots have been added to the gravel road to indicate that
all impervious surfaces are to drain into the infiltration basin. Since the majority
of the existing contours slope towards the middle of the site, the intent is to
utilize the existing slopes as best possible to minimize the earthwork required
during construction.
A note has been added on Sheet C1 that the "Future Impervious Area" shall be
graded to drain into the proposed infiltration basin.
1 7. Storage Elevation: The pond dimension detail on Sheet C2 has been revised to
show the bottom elevation 9 and the storage elevation 16. Both have been
dimensioned.
J8. Soils Report: .
a) Per paragraph 4 of the Stormwater and Erosion Control Narrative (submitted
in original package), the following information regarding the SHGWT is
provided: ground surface elevation at the bore location is approximately 7.9,
SHGWT elevation established at elevation 7.0, infiltration bottom elevation
set 2' above SHGWT.
b) Two separate soils reports were included in the submittal package. The
report dated 8/26/10 includes the SHGWT data and the report dated 9/24/10
includes the infiltration rate data. The report dated 9/24/10 shows the
infiltration rate at the site of 16 in/hr. This rate was used in the pond routing
calculations.
W1 V i ��Q . y c) Vincent Lewis and I met on -site on September 20, 2010 at 10:30am. Vincent
tip
determined that the site was suitable for infiltration.
reP�r�'
9. Offline Bypass: Per paragraph 4 of the Stormwater and Erosion Control
Narrative (submitted in original package), calculations have been provided that
the 10-year storm event can be infiltrated without discharging the system using
an infiltration rate of one-half of the infiltration rate reported in the soils report.
Therefore waiving the State required off-line bypass and vegetated filter strip
(per Section 16.3.9(4) of the NCDENR BMP Manual). See the 10-year
stormwater basin calculations for the % infiltration rate routing.
J10. Offsite Drainage Area: Per paragraph 3 of the Stormwater and Erosion Control
Narrative (submitted in original package), the off -site drainage to the south of the
property currently drains to an existing vegetated depression near the southeast
property corner via road -side swales along Fleming Street. To minimize the

natural drainage patterns of the adjacent property, the existing off -site drainage
to the south of property will not be routed to infiltration basin. The existing
vegetated Swale along Fleming Street has been added to the plans for
clarification. The adjacent property to the north of the site does not discharge
any drainage area to our project.
To clarify the off -site drainage pattern, attached is a 8 %z"xl1" map that shows
the off -site drainage area and topo (from New Hanover County GIS).
Enclosed please find two sets of revised plans. 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.

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y
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Johnson, Kelly
From:
Johnson, Kelly
Sent:
Wednesday, October 13, 2010 3 43 PM
To:
'tnppeng@ec rr com'
Subject:
Cape Fear Pick & Pull
Lee,
We received this application and I have a few questions for you:
1.) LLC: The Articles of Incorporation show that Mark Alper is an agent of the manager -managed LLC, but they do
not show that he is a member/manager as is shown on the application. Please submit some other
documentation showing that Mr Alper is a manager.
2) Volume: Calculations were provided but they did not use the Simple Method at 1.5". Please submit Simple
Method calcs showing the minimum volume required.
3) Wetlands: Please either delineate wetlands or include a note on the plans that there are no wetlands onsite
4) Drainage Area: Several drainage areas are labeled on the plans but the overall outline is not clear. Please clearly
label the drainage area to the infiltration basin on the plans and ensure that it contains all impervious area
onsrte
5) Impervious Dimensions: Please show all dimensions on the plans (buildings etc)
6.) Grading: Please provide enough grading information to show that the entire drainage area, including the future
impervious area and roads near the property boundaries, will drain to the basin.
7.) Storage Elevation: Because the detail shows that the storage elevation varies, please show the lines/arcs of the
contours of the storage elevation on the plans
8.) Soils Report:
a. Please provide the existing ground elevation where the boring was done, the depth to SHWT at that
location, and the resulting SHWT elevation.
b. Please also provide the expected infiltration rate. I do not see it in the soils report
c. Has Vince Lewis from our office done a site visit for this project? I do not see a write up from him in the
filing cabinet, but if he has been there I will ask him for it. A site visit is required before the submittal of
any infiltration project.
9.) Offline Bypass: Please provide an offline bypass to a level spreader/filter strip unless the design is intended to
comply with one of the alternate designs on page 16-9 of the manual. If that is the case, please provide
calculations for that design option.
10.)Offsite Drainage Area: There are two ways to address offsite drainage:
a. Treat it in the basin. Please ensure that the offsite drainage area is shown on the plan'and show all of
the impervious area in this drainage area just as you would for any standard onsrte drainage area. The
difficult thing about offsite drainage is that this permit will not control the impervious on the offsite
land. The owner of the offsite drainage area can build as much impervious as they want and so that
area has to be accounted for in the BMP when offsite area drains to the BMP. This means that the
offsite area has to be accounted for at full build -out (100% impervious) unless there is some impervious
limitation for that tract of land. Often zoning or other local ordinances restrict the impervious amount
If that is the case, for instance, if zoning restricts impervious to 50% then you only have to account for
the offsite at 50% impervious and submit a copy of the zoning ordinance restriction for the area. The
package currently does not account for any impervious area offsite
b. Route it around the project: If you don't want to treat the offsite impervious in the basin, then you have
to route it around the project. You have to show the route -around on the plans and demonstrate that it
will not drain to the BMP.
11.)Design Checklist Online: Please reference the design checklist online,
htto://portal.ncdenr.org/web/wg/ws/su/statesw/forms docs, fora more complete list of the items we will look
for during the review.

As you know, I go through each project submitted to ensure that we have the necessary information to get started on
the review. If necessary items are missing, such as those listed above, I ask that they be submitted by COB the next day
or we return the application.
Thanks,
Kelly
*** My email has changed to kellv.D.iohnson0ricdenr.gov
tce��� 0h VVS0 V1.
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7345
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.

I Proiect Name: (;p= .FaoQ V,, v I Reviewer: V _'� ,.nc,.r. Date: R oc7 .han I
Received Date
Location- Nr \&d
U C�7'K�DECs�_/) I Symbols for completing form '✓'= Yes/OK ' x'= No/Defcient 'n/a' or'\' o
Rule(s) Subject (check all that apply):
❑ 1995 Coastal Ci2008 Coastal ❑ Phase II ❑ Universal
Paperwork:
DICheck 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 �1 e `
�6upplements (1 original per BMP) BMP type(s) in�Y� k,\ `�t\s\n1 �111t�� �0W�D
&M with correct/original 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
o Proposed Declaration of Covenants and Restrictions (signed and notarized)
L4� foils report identifying the SHWT
supporting calculations, signed & sealed (if necessary)
Receiving stream classification 5 cSvJ If SA or ORW also
o SA USGS topo map with th si2 te, the receiving waters and the Y2 mile radius shown to scale
o ORW 575 ft of MHWL for Area of Environmental Concern and max BUA per rule
Modifications 1 ) If built Designer's Cert , 2 ) If partially built Partial Cert , 3 ) If not built No Cert needed
D velopment Type (check all that apply):
❑ Residential or m.Gommercial ❑ Deed restrictions match?
❑ Syybdivision or Ingle Lot ❑ Deed restrictions match?
❑YRigh Density or ❑ Low Density ❑ Deed restrictions match?
nik ❑ Offsite project ❑ Redevelopment ❑ Modification ❑ Exempt
❑ NCG02 (bulkhead) ❑ NCG03 (clear/grade) ❑ NCG04 (linear)
Density:Density:
111 BUA calculations include common areas, clubhouse, sidewalks, etc
3-"BUA % (e5, 4 , Matches high/low j "density requirement for rule and receiving stream class
—� ❑ No obvious math errors .5,mpLE. r'tjc- ot3v
❑ If High Density Design storm correct for rule and receiving stream class
Plans, signed and sealed (2 sets): �Q 5�txo� Q1e� clt. pk�ms
r9�Two sets received —� ❑ Layout (with proposed BUA dimensions) tl,
^--+tlJ?'iGrading ❑ Drainage area map (all HD systems & curb outlet swales)
2--vicinity map C�Project Boundaries legend
��❑ Wetlands �S]aSt«"A%
o Delineated on plans o "No wetlands onsite" on plans
❑ Details
o Roads o C i��__ o C-nrbing c Sidewalk
o BMPs/ Level spreaders/ Filter strips/ Curb outlet swales o )
Offsite Projects:
❑ Designer's Certification has been submitted for the Offsite BMP receiving the runoff from the project
❑ De estrictions have been recorded and a copy submitted for the Offsite BMP permit
❑ of 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
Infiltrat❑ion Projects: _ Exke4w� C�,�VAd
Elt
Soils report SHWT, soil type, and expected infiltration rate are provided _ SNUn 3.5 t�JVUCv}
❑ DWQ has conducted a site visit? Date
Wet Ponds:,Permanent Pool Meets One of the Following:
s located no lower than 6" below the estimated SHWT
Incoming groundwater is quantified and evaluated, AND Storage volume verified, AND Outlet evaluated for free
drainage to the receiving waters under SHWT conditions
Decision (check one):
❑ Complete Return file to admin (Jo Casmer) to log in (Stamped in received date = BIMS date)
❑ Slightly incomplete E-mail consultant, request information to be returned within one business day (24 hours after
request Info requests on Friday, allow a return on the following business day) If info not returned, issue an
application return letter and give everything to admin (Add info received date = BIMS date)
❑ Substantially incomplete Issue an application return letter and give everything to admin

TRIPP ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
October 13, 2010
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Cape Fear Pick & Pull
New Hanover County, NC
TE 10023
Dear Linda:
top oar 1 0 ?Oro
Enclosed please find the following items for the above referenced project:
. 2 sets of plans
. $505 check
• Narrative
. Stormwater application — one original and one copy
• Infiltration Basin Supplement
• Infiltration Basin Operation and Maintenance Agreement
. 2 sets of calculations
• USGS map
. FEMA map
. Soils Reports — SHGW and Infiltration
• Copy of the Deed
• Secretary of State information
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
RECEIVED
OCT 13 2010
BY:
Enc.

10/6/10
TE 10023
Stormwater & Erosion Control Narrative
Cape Fear Pick & Pull OCT 13 2010
Wilmington, NC 28401 Ler.
New Hanover County
The Cape Fear Pick & Pull is a commercial/light industrial site in New Hanover County, Parcel
ID# R04000-002-003-002, owned by Great Neck Holdings, LLC, and contains approximately
22.5 acres. The site was previously a sand mining pit but is now being developed into a stockpile
facility for recycled automobiles that will be sold for used parts. Due to the mining operation,
there currently is a large depression area in the center of the site that will be used for the
proposed infiltration basin in which all on -site stormwater will be directed. No wetlands exist on
the site.
Cape Fear Pick & Pull is proposing to construct one commercial sales building, parking area, one
open shed building, roads, stockpile parking for recycled automobiles, utilities, and an
infiltration basin. The main purpose of the open shed building will be to drain remaining fluids
(gas, oil, brake, etc.) from the recycled cars prior to stockpiling the vehicles on -site. After the
fluids have been extracted, the parts will be capped and/or sealed to prevent leaks on -site and the
extracted fluids will be hauled off -site.
The total drainage area for the site is approximately 23.0 acres which includes both on -site and
off -site drainage. The total amount of proposed and future impervious area for this project is
approximately 14.7 acres (12.6 proposed / 2.1 future). Approximately 0.5 acres of existing off -
site area will be treated in the proposed infiltration basin. The basin is sized accordingly to
accept the 0.5 acres of off -site drainage. Based upon visual on -site inspection and New Hanover
County GIS topography, approximately 9 0 acres of off -site area drains to the site along the
south property boundary adjacent to Flemming Road. This off -site area currently drains to an
existing vegetative depression near the southeast property corner. Therefore to minimize the

10/6/10 TE 10023
natural drainage patterns of adjacent property, the 9.0 acres of existing off -site drainage (South
of Flemming Road) will not be treated in the proposed infiltration basin. The site is located in the
Cape Fear River Basin and is located approximately 0.47 miles from the Northeast Cape Fear
River (Class SC; Sw, Index #: 18-74-(61)).
The high density project will be treated by erosion control measures such as drop inlets with inlet
protection, grassed conveyance swales, temporary silt fence, temporary graveled construction
entrance, and an infiltration basin. The infiltration basin will be designed to meet the State's 1.5"
requirement and alternately sized for the 1-yr, 10-yr, 25-yr, and 100-yr storm events.
Calculations have also been provided to demonstrate that the 10-yr 24-hour storm event can be
infiltrated without discharging the system using an infiltration rate of one-half of the infiltration
rate reported in the soils report, therefore waiving the State required off-line bypass and
vegetated filter strip. To evenly distribute discharge to the infiltration basin, six separate drop
inlet outfalls are proposed around the perimeter of the basin. The maximum volume allowed per
inlet is 2.0 acre -inches (NCDENR BMP Manual section 16.3.3,2). Per the attached soils report,
the SHGWT was approximately I V below the ground surface in the bottom of the existing
depression area The elevation of the ground surface at the bore location is approximately
elevation 7.9, therefore the SHGWT elevation is approximately elevation 7.0. The bottom of the
infiltration basin has been set 2' above the SHGWT at elevation 9.0.
Ultimately, the infiltration basin is sized adequately for the proposed and future impervious area
and will drawdown in less than 3 days for the 100-yr storm event with no emergency outfall. In
the case of default within the infiltration basin, a temporary pumping system will be
implemented. Below is a summary of results:
Storm Event
Pre -development
Runoff Rate
Post -Development
Runoff Rate
Infiltration Basin
Bottom Elev.
Max. Infrlt.
Basin Stage Elev.
1 Year
22 45 cfs
0.00 cfs
9.0
9.52
10 Year
34.70 cfs
0.00 cfs
9.0
11.08
25 Year
39 16 cfs
0.00 cfs
9.0
12.00
100 Year
46 00 cfs
0.00 cfs
9.0
14.10

10.8/2010
ALG
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHEDAREA
2300 ACRES
HYDRAULIC LENGTH
700 FT
CHANGE IN HEIGHT
9 FT
RUNOFF COEF 'C'
0 16
TIME OF CONCENTR
648 MIN
INTENSITY 1 YR
610 IN/HR
Oa - 22 45 CFS
Oa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P= 376 INCHES 1yr, 24hr PRECIPITATION
CN= 80
S = (1000/CN)-10
S= 250
Depth (D) = (P-0 2S)"2/(P+0 8S)
D = 1 85 IN - lyr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tip = j(43 5)(D)(Area)] / Op
TIP = 2024 MINUTES
Storage Volume Regd= (Op-Oa)'Tp'139.60
110,059 cu ft
CALCULATE KS AND b
SET NORMAL ELEVATION AT = 9 00 feet
Cape Fear Pick Pull
Stormwater Infiltration Basin Routing
1-year 24hr Stonn
WATERSHED AREA
2300 ACRES
HYDRAULIC LENGTH
700 FT
CHANGE IN HEIGHT
9 FT
RUNOFF COEF 'C'
065
TIME OF CONCENTR
648 MIN
INTENSITY 1 YR
6 10 IN/HR
Op = 91 20 CFS
Op = POST -DEVELOPED PEAK DISCHARGE
��
� 1Cq&0''.,,
....... � �i
4� SEAL .9
y 17374 fy e
OR E 00
1110 1 11111`
S ti
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
ICU ft)
(cu ft)
(ft)
(ft)
900
88267
0
0
0
0
0
0
1000
92480
90,374
90,374
10
114117
0
101
1100
95760
94,620
184.994
20
121281
06931
198
1200
101111
98,936
283,929
30
125565
1 0986
296
1300
105534
103.323
387,252
40
128668
1 3863
396
1400
110028
107,781
495,033
50
131124
1 6094
4 98
1500
114600
112,314
607 7
60
133169
17918
603
1_ 6 00
119225
116,913
24,259
70
134929
19459
711
Regression Output
Ks = 89000
b= 107
X Coefficient 1140
S VOBWOIM10023-Fct a PM1CaIWlaeonri9t.mwateNO23lnfiltmtion Routing 11a4f,r
10023

106/2010 Cape Fear Pick Pull
ALG 10023
Stormwater Infiltration Basin Routing
1-year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Ga =
2245 CIS
Qp =
91 20 cfs
' Infiltration rate =+NShs:.78
In/hr
Tp =
202 min
(Per
Soils Report)
dT=
4 min
BASIN DATA
Basin Drawdown Time =
Y:d1%$1+3 hours
Ks =
89000
(see
Page 2 this report)
b =
1 07
Zo =
900 It
Normal water elev =
900 ft
Peak Outflow=
000 cfs
Box Weir
Length =
0 It
Peak Stage =
952 It
Cw =
00
Maximum Storage =
43,939 cu ft
Zcr=
000 it
Control Holes
State Onfice
Die =
000 in
Dd=
0in
Inv=
000 ft
Cd=
0
Weir
L=
0m
Zi=
000 ft
Inv=
00 It
Time
Inflow
Storage
Stage
Outflow
W Riser
Barrel
Orifice
Weir
IFStore
Infiltrate
(min)
(cfs)
(cu it)
(ft)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cu ft)
(co
0
00
0
900
0
0
0
0
000
00
00
4
85
0
900
0
000
0
0
000
00
78460
8
309
2042
900
000
000
0 0
000
000
0 0
15691 9
12
587
9447
900
000
000
0 0
000
000
00
235379
16
81 7
23537
900
000
0 00
0 0
000
0 00
0 0
313838
20
91 2
43136
905
000
000
0 0
000
000
39065
392298
24
83 7
65015
922
000
000
0 0
000
000
179396
470757
28
655
85093
936
000
000
0 0
0 00
000
30171 6
54921 7
32
507
100823
945
000
0 00
00
000
000
380551
627676
36
392
112989
950
000
000
0 0
000
000
423752
706136
40
303
122399
9 52
000
000
0 0
000
000
439392
784596
44
23 5
129677
9 51
0 00
0 00
0 0
000
000
43371 3
863055
48
18 1
135306
949
000
0 00
00
000
000
41154 7
94151 5
52
140
139660
945
000
000
0 0
000
000
376627
1019974
56
109
143028
940
000
000
0 0
000
000
331844
1098434
60
8 4
145632
934
000
000
0 0
000
000
279432
1176893
64
6 5
147647
927
0 00
0 00
0 0
000
000
22111 8
1255353
58
5 0
149205
920
000
0 00
00
000
000
158241
133381 2
72
3 9
150411
9 12
000
000
0 0
000
000
91833
1412272
76
3 0
151343
903
000
000
0 0
000
000
22696
1490732
80
2 3
152064
900
000
0 00
0 0
000
000
00
156919 1
84
1 8
152621
900
000
0 00
0 0
000
000
0 0
164765 1
88
14
153053
900
000
000
0 0
000
000
0 0
172611 0
92
1 1
153386
900
000
000
0 0
000
000
0 0
1804570
96
0 8
153644
900
000
000
0 0
000
000
0 0
1883029
100
0 6
153844
9 00
000
000
0 0
000
000
0 0
1951489
104
0 5
153998
9 00
000
000
0 0
000
000
0 0
2039948
108
04
154118
900
000
000
00
000
000
00
21111408
112
0 3
154210
9 00
000
0 00
0 0
000
000
0 0
2196868
116
0 2
154281
900
000
000
0 0
000
000
0 0
2275327
120
0 2
154337
900
000
000
0 0
000
000
0 0
2353787
124
0 1
154379
900
0 00
0 00
0 0
000
000
00
243224 5
128
0 1
154412
900
000
000
0 0
000
000
0 0
2510706
132
0 1
154438
900
000
000
0 0
000
0 00
0 0
258916 5
136
0 1
154458
900
000
000
0 0
000
000
0 0
266762 5
140
00
154473
9 00
000
0 00
0 0
000
000
00
2746084
144
00
154485
900
000
0 00
0 0
000
000
00
2824544
148
00
154494
900
000
000
00
000
000
00
2903004
152
00
154501
900
000
000
0 0
000
000
00
2981463
156
00
154507
900
000
0 00
0 0
000
000
00
3059923
160
00
154511
900
000
000
0 0
000
000
0 0
3138382
164
00
154514
900
000
000
0 0
000
000
00
3216842
168
00
154517
900
0 00
000
0 0
000
000
00
3295301
172
00
154519
9 00
000
0 00
0 0
000
000
00
337376 1
176
00
154520
900
000
000
0 0
coo
000
0 0
3452220
180
00
154521
900
000
000
00
000
000
0 0
3530680
184
00
154522
9 00
0 00
000
0 0
000
000
00
3609140
188
S VOBSU010%10023-Pick
00
8
154523 900
PVIaCelculatl...l tommateA100231nfiitrahon
000
RouLnO 1Y24hr
0 00
0 0
0 00
000
00
3687599

1 C612010
Cape Fear Pick Pull
10023
AEG
Stormwater Infiltration Basin
Routing
1-year 24hr Storm
192
00
154523
900
000
000
00
000
000
00
3766059
196
00
154524
900
000
000
00
000
000
00
384451 8
200
00
154524
900
000
000
00
000
000
00
3922978
204
00
154524
900
000
000
00
000
000
00
4001437
208
00
154525
900
000
000
00
000
000
00
4079897
212
00
154525
900
000
000
00
000
000
00
4158356
216
00
154525
900
0 00
000
00
000
000
00
423681 6
220
00
154525
goo
000
000
00
000
000
00
431527 6
224
00
154525
900
000
000
00
000
000
00
4393735
228
00
154525
900
000
000
00
000
000
00
4472195
232
00
154525
900
000
000
00
000
000
00
4550654
236
00
154525
900
000
000
00
000
000
00
462911 4
240
00
154525
900
000
000
00
000
000
00
470757 3
244
00
154525
900
000
0 00
00
000
000
00
4786033
248
00
154525
900
000
000
00
000
000
00
4864492
252
00
154525
900
000
000
00
000
000
00
4942952
256
00
154525
900
000
000
00
000
000
00
502141 2
260
00
154525
900
000
000
00
000
000
00
509987 1
264
00
154525
900
000
000
00
000
000
00
517833 1
268
00
154525
900
000
000
00
000
000
00
5256790
272
00
154525
900
0 00
000
00
000
000
00
5335250
276
00
154525
900
0 00
000
00
000
000
00
5413709
280
00
154525
900
000
000
00
000
000
00
5492169
284
00
154525
900
000
000
00
000
000
00
557062 8
288
00
154525
900
000
0 00
00
000
000
00
564908 8
292
00
154525
900
000
000
00
000
000
00
572754 8
296
00
154525
9 00
000
000
00
000
000
00
5806007
300
00
154525
900
000
0 00
00
000
000
00
5884467
304
00
154525
900
000
000
00
000
000
00
5962926
308
00
154525
900
000
000
00
000
000
00
604138 6
312
00
154525
900
0 00
000
00
000
0 00
00
6119845
316
00
154525
900
000
000
00
000
000
00
6198305
320
00
154525
9 00
000
000
00
000
000
00
6276764
324
00
154525
9 00
000
000
00
000
000
00
6355224
328
00
154525
9 00
0 00
000
00
000
000
00
6433684
332
00
154525
900
000
000
00
000
000
00
6512143
336
00
154525
goo
000
000
00
000
000
00
6590603
340
00
154525
900
000
000
00
000
0 00
00
6669062
344
00
154525
900
000
000
00
000
000
00
6747522
348
00
154525
900
000
000
00
000
000
00
682598 1
352
00
154525
900
000
000
00
000
000
00
690444 1
356
00
154525
goo
000
000
00
000
0 00
00
6982900
360
00
154525
900
000
000
00
000
000
00
7061360
364
00
154525
900
0 00
000
00
000
000
368
00
154525
900
000
000
00
000
00
7139820
372
00
154525
900
000
000
000
00
7218279
376
00
154525
9 00
000
00
000
0 00
00
7296739
380
00
154525
900
000
000
00
000
000
00
737519 8
384
00
154525
900
000
00
000
000
00
7453658
388
00
154525
9 00
000
000
00
000
000
00
753211 7
392
00
154525
900
0 00
000
00
000
000
00
7610577
396
00
164525
000
0 00
00
000
000
00
7689036
400
900
000
000
00
000
000
00
7767496
00
154525
900
000
000
00
000
000
00
404
00
154525
900
000
000
00
000
7845956
408
00
154525
900
000
000
000
00
792441 5
00
000
000
00
8002875
S VOB51Z01000023-P. g 8 puIIlCalwlaaonalSlormwalaN00Z31ngpraPon Rpulmg 1yr24nr

40/6/201 U Cape Fear Pick Pull
ALG Stormwater Infiltration Basin Routing 10023
10-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
23 00 ACRES
HYDRAULIC LENGTH
700 FT
CHANGE IN HEIGHT
9 FT
RUNOFF COEF 'C'
016
TIME OF CONCENTR
6 48 MIN
INTENSITY 10 YR
9431N/HR
Qa- 34.70 CFS
Oa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 7 08 INCHES 10yr, 24hr PRECIPITATION
CN = 80
S = (1000/CN)-10
S= 250
Depth (0) _ (P-0 2S)^2/(P.0 8S)
D = 4 77 IN - 10yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = ((43 5)(0)(Area)J / Qp
Tp= 3384 MINUTES
Storage Volume Req'd = (Qp-Qa)'Tp`7 39.60
299,938 cu 0
CALCULATE Ks AND b
SET NORMAL ELEVATION AT 900 feet
AFTER DEVELOPMENT
WATERSHEDAREA
1 2300 ACRES
HYDRAULIC LENGTH
700 FT
CHANGE IN HEIGHT
119 FT
RUNOFF COEF 'C'
0 65
TIME OF MN EN 1
548 MIN
INTENSITY 10 YR
8431N/HR
Qp= 140.98 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
CONTOUR
CONTOUR
AREA
(sq ft)
INCR
VOL
(cu R)
S
ACCUM
VOL
(cu ft)
Z
STAGE
(0)
In S
In Z
Z est
(fl)
900
1000
1100
1200
1300
1400
1500
1600
88267
92480
96760
101111
105534
110028
114600
119225
0
90,374
94,620
98,936
103,323
107,781
112,314
116,913
0
90,374
184,994
283,929
387.252
495.033
607.347
C7S3B9�
0
10
20
30
4 0
50
60
70
0
114117
121281
125665
128668
131124
133169
134929
0
0
06931
10986
1 3863
1 6094
17918
1 9459
0
101
198
296
396
498
603
711
Regression Output
Ks = 89000
b = 107
X Coefficient 1140
S UOBS@010 M2ypia s PuICakulaoon-lStor aten100231nflwaon Rout, 10yR4hr

10/6/2010 Cape Fear Pick Pull 10023
ALG Stormwater Infiltration Basin Routing
10-year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Oa =
3470 cis
Op =
14098 cis
' Infiltration rate = v1x+'L18 1n/hr
Tp =
33 8 min
(See Soils Report)
dT=
4 min
BASIN DATA
Basin Drawdown Time = '70-- ' 3 4 hours
Ks =
89000
(see Page 3 this report)
b =
1 07
Zo=
900 it
Normal water elev =
goo it
Peak Outflow= 000
Box Weir Length =
0 It
Peak Sfl Stage = 11 OB
it
Cw =
00
Maximum Storage = 194,664 cu 1t
Zcr =
000 1t
Control Holes
State Onfice Dia = 000 in
Od=
0in
Inv= OOOh
Cd =
0
Weir L = 0 in
Zi=
000 it
Inv= 00 It
Time Inflow
rmln1 11. 1
Storage Stage
,_.. _, .,..
Outflow W Riser Barrel Orifice Weir (Felons Infiltrate
.. .
4
48
0900
0
0
0
000
Vv
00
vu
78460
8
18 8
1153
900
000
000
00
000
000
00
12
394
5608
900
000
000
00
000
156919
16
645
15064
900
000
000
000
00
23537 9
20
904
30539
900
000
00
000
000
00
313838
24
1136
52228
9 07
000
000
00
000
000
00
392298
28
1309
79481
9 30
000
00
000
000
51521
470757
32
1400
000
000
00
000
000
245596
54921 7
110890
956
000
000
00
000
000
481224
627676
36
1396
144479
9 84
000
000
00
000
000
738651
70613 6
40
1298
177975
1011
000
000
00
000
000
995150
78459 6
44
1129
209118
1035
000
000
00
000
000
1228121
863055
48
968
236205
10 55
000
000
00
000
000
1420532
94151 5
52
830
259434
1071
000
000
00
000
000
1574361
1019974
56
71 2
279354
1083
000
000
00
000
000
1695102
1098434
60
61 0
296436
1092
000
000
00
000
Goo
178746 9
1176893
64
523
311086
1099
000
000
00
000
000
1855504
1255353
68
44 9
323648
11 04
000
000
00
000
000
1902672
133381 2
72
38 5
334422
11 07
000
000
00
000
Goo
1931945
1412272
76
330
343660
11 08
000
000
00
000
000
1945873
1490732
80
283
351583
11 08
000
000
00
000
000
1946641
1569191
84
24 3
358377
11 07
000
000
00
000
000
1936124
164765 1
88
208
364204
11 05
000
000
00
000
000
191593 0
172611 0
92
179
369201
11 02
000
0 00
00
000
000
I BB743 6
1804570
96
153
373485
1099
000
000
00
000
000
1851824
1883029
100
13 1
377160
1094
000
000
00
000
000
181011 0
1961489
104
11 3
380311
1090
000
000
00
000
000
1763162
203994 8
108
9 7
383013
1084
000
000
0 0
000
000
1711725
211 B40 8
112
8 3
385331
10 79
000
000
0 0
000
000
1656439
2196868
116
120
7 1
387318
10 73
000
000
0 0
000
000
1597852
2275327
124
6 1
389022
1067
0 00
000
0 0
000
000
1536434
2353787
52
390484
1060
000
000
00
000
000
1472589
2432246
128
4 5
391737
10 53
000
000
0 0
000
0 00
1406663
2510706
132
3 8
392812
1047
000
000
0 0
000
000
133895 1
258916 5
136
3 3
393733
1039
000
000
0 0
000
000
1269708
2667625
140
2 8
394524
1032
000
000
00
000
000
1199152
2746084
144
24
395202
10 25
000
000
0 0
000
000
1127471
2824544
148
2 1
395783
1017
000
000
0 0
000
000
1054824
2903004
152
1 8
396281
10 10
000
000
0 0
000
0 00
98134 9
2981463
156
160
1 5
396709
10 02
000
000
0 0
0 00
000
907164
305992 3
164
1 3
397075
9 94
0 00
000
0 0
000
000
83237 1
3138382
1 1
397390
9 86
000
000
0 0
000
000
757055
321684 2
168
172
1 0
397659
978
0 00
000
0 0
000
000
68129 1
329530 1
0 8
397890
970
000
000
0 0
000
000
605143
337376 1
176
0 7
398089
9 61
000
000
0 0
000
180
0 6
398259
9 53
000
000
528666
3452220
184
0 5
398404
945
0 00
000
0 0
000
000
451907
3530680
188
0 4
398530
9 36
000
0 0
000
000
37490 5
360914 0
S UOBS12010110023Pic, 8 PNI1CaIwlaUons1510mmva(etl100Y]InfIV0Uon
000
R.M9 10y241v
000
00
000
000
297596
3687599

10/6/2010
Cape Fear Pick Pull
ALG
Stormwater Infiltration Basin
Routing10023
10-year 24hr Storm
192
04
398637
927
000
000
00
000
196
03
398729
9 18
000
000
000
22030 9
3766059
200
03
398808
909
000
00
000
000
142769
384451 8
204
02
398875
900
000
000
00
000
000
65098
392297 8
208
0 2
398933
900
000
000
00
000
000
00
4001437
212
0 2
398983
900
000
000
00
000
000
00
4079897
216
02
399026
900
000
000
00
000
000
00
4156356
220
0 1
399062
900
000
000
00
000
000
00
4236816
224
01
399093
900
000
000
00
000
000
00
4315276
228
01
399120
900
000
000
00
000
000
00
4393735
232
01
399143
900
000
000
00
000
000
00
4472195
236
01
399163
900
000
coo
00
000
000
00
4550654
240
01
399180
goo
000
000
00
000
000
00
462911 4
244
01
399195
900
000
000
0 0
000
000
00
4707573
248
00
399207
900
000
000
00
000
000
00
4786033
252
00
399278
900
000
000
00
000
000
00
486449 2
256
00
399227
900
000
000
0 D
000
000
00
4942952
260
00
399235
900
000
000
00
000
000
00
502141 2
264
00
399242
900
000
000
00
000
000
00
509987 1
268
00
399247
900
000
000
0 0
000
000
00
5178331
272
0 0
399252
900
000
000
00
000
000
00
5256790
276
00
399257
900
000
000
00
000
000
00
5335250
280
00
399260
900
coo
00
000
000
00
5413709
284
00
399263
900
000
000
00
000
000
00
549216 9
288
00
399266
900
000
000
0 0
000
000
00
5570628
292
0 0
399268
900
000
000
000
00
000
000
00
5649088
296
00
399270
900
000
000
000
00
000
000
00
572754 8
300
00
399272
900
000
00
000
0 00
00
5806007
304
00
399274
900
000
00
000
000
00
5884467
308
00
399275
900
000
000
000
0 0
000
000
00
596292 6
312
00
399276
900
000
000
00
000
000
00
6041386
316
00
399277
900
000
00
000
000
00
6119845
320
00
399278
900
000
000
00
000
0 00
00
619830 5
324
00
399278
goo
000
000
00
000
000
00
6276764
328
00
399279
900
000
000
0 0
000
000
00
6355224
332
00
399279
900
000
000
00
000
000
00
6433684
336
00
399280
900
000
000
0 0
000
000
00
6512143
340
00
399280
900
000
000
00
000
000
00
6590603
344
00
399280
9 00
000
000
0 0
000
000
00
6669062
348
00
399281
900
000
000
0 0
000
000
00
6747522
352
00
399281
9 00
coo
000
00
000
000
00
6825981
356
00
399281
900
000
000
0 0
000
000
00
698290 1
360
00
399281
9 00
000
000
00
000
000
00
0
364
00
399281
900
000
000
000
0 0
000
000
00
706136
06136 0
368
00
399282
9 00
0 00
000
00
000
000
00
7139820
372
00
399282
900
000
DOD
0 0
000
000
00
7218279
376
00
399282
9 00
000
000
00
000
000
00
7296739
380
00
399282
9 00
000
00
000
000
00
737519 8
384
00
399282
900
000
000
00
000
000
00
7453658
388
00
399282
9 00
000
000
00
000
000
00
753211 7
392
00
399282
900
0 00
000
000
00
000
000
00
7610577
396
00
399282
9 00
000
0 0
000
000
00
7689036
400
DO
399282
900
000
0 00
00
000
000
0 0
784595 6
404
00
399282
900
000
000
000
00
000
000
00
7
408
00
399282
9 00
0 00
000
00
000
000
0 0
92441 5
5
0 00
00
000
000
00
00287 5
800287
S UOBS@Ot M10023-P¢k 6 PutOa1cu1800r1st IOMW teN0O31nllVetlOn Rowing 10y24hr

10/6/2010 Cape Fear Pick Pull
ALG Stormwater Infiltration Basin Routing 10023
10-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
23 00 ACRES
HYDRAULIC LENGTH
700 FT
CHANGE IN HEIGHT
9 FT
RUNOFF COEF 'C'
0 18
TIME OF CONCENTR
6 48 MIN
INTENSITY 10 YR
9431N/HR
Oa= 3470 CFS
Oa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P= 708 INCHES 1 Oyr, 24hr PRECIPITATION
CN= 80
S = (1000/CN)-10
S= 250
Depth (D) = (P-0 2S)"2/(P-0 8S)
D = 4 77 IN - 10yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = j(43 5)(D)(Area)] / Dip
Tp = 33 84 MINUTES
Storage Volume Req'o = (Op-Oa)'Tp-1 39.60
299,938 cu It
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 9 00 feet
AFTER DEVELOPMENT
AREA
2300 ACRES
ENGTH
700 FT
EIGHT
=COEF
9 FT
F 'C'
065
CENTR
6 48 MIN
YR
9431N/HR
Op= 140.98 CFS
Op = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
(sq 1t)
(cu ft)
(cu ft)
M)
Z est
(ft)
900
88267
0
0
0
0
1000
92480
90,374
90,374
10
114117
0
0
0
101
1100
96760
94,620
184,994
20
121281
06931
198
1200
101111
98,936
283,929
30
125565
1 0986
296
1300
105534
103,323
387.252
40
128668
1 3863
396
1400
110028
107,781
495,033
50
13 1124
1 6094
498
1500
114600
112,314
607.347
60
133169
1 7918
603
1600
119225
116,913
724,259
70
134929
1 9459
711
Regression Output
Ks = 89000
b = 1 07
X Coefficient 1140
S UOSSUOIM10023Pia 8 PulfC-1.1.OonetSt.mm teNW231nfllrafon ROWng 10y24fr- Hag Inflt Rate(OENR)

10/6/2010
Cape Fear Pick Pull
ALG
Stormwater Infiltration Basin
Routing
10023
10-year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Oa =
34 70 cfs
Op =
14098 cfs
33
' Infiltration rate iNhr
'Half of Infiltration
Rate shown to prove that
dT =
8 min
4
(See Soils Report)
system can in
without discharge to waive
BASIN DATA
min
the NCDENR Bypass 6 Vegetated Filter
Ks =
Basin
Basin Drawdown Time = 2.��a. 6 8 hours
ants (
$Inp requirements (Section 16 3 9
BMP Manual)
Manual)
89000
(see
Page 3 this report)
b =
1 07
Zo=
900it
Normal water
elev =
900 ft
Box Weir
Length =
0 ft
Peak Outflow =
0 00 cfs
Cw =
00
Peak Stage =
11 92 it
Zcr =
000
Maximum Storage =
279.334 cu It
it
Control Holes
State Orifice
Dia =
000 to
Dtl=
0 in
Inv=
000 tt
Cal=
0
Weir
L=
0 in
Z1=
0001
Inv=
00 If
Time
(min)
Inflow
(cfs
Storage
Stage
Outflow
W Riser
Barrel Oriflce
Weir
IFStore
Infiltrate
0
o 0
(cu it)
(fl9
(cfs )
(cfs)
(cfs)
(cfs)
(cfs)
(cu it)
(of)
4
48
0
0
00
0
0
0
0
000
00
00
6
186
1153
900
900
0
000
0 00
0
0
000
00
39230
12
394
5608
900
000
000
00
000
000
00
78480
16
645
15064
900
000
000
000
0 0
000
000
0 0
117689
20
904
30539
9 14
000
0 0
000
000
0 0
15691 9
24
1136
52228
935
000
0 0
000
0 00
109239
19614 9
28
1309
79481
9 61
000
000
0 0
000
000
286900
235379
32
1400
110890
990
000
000
00
000
000
520205
274608
36
1396
144479
1021
0 00
000
000
0 0
000
000
795063
313838
40
1298
177975
1052
000
000
0 0
000
000
109171 9
353068
44
1129
209118
1079
000
000
0 0
000
000
1387448
392298
48
968
236205
11 02
000
000
0 0
000
000
1659649
431528
52
830
259434
11 22
000
000
00
000
000
1891290
470757
56
71 2
279354
11 38
000
000
0 0
000
000
20a434 8
509987
60
61 0
296436
11 51
000
000
00
000
000
224431 9
54921 7
64
523
311086
11 61
000
000
0 0
000
000
2375916
58844 7
68
449
323648
11 70
000
000
0 0
000
000
2483180
627676
72
38 5
334422
11 76
000
0 00
0 0
000
000
2569578
666906
76
330
343560
11 82
000
000
00
000
000
2638081
706136
80
28 3
351583
11 86
000
000
00
000
000
2691239
745366
84
243
358377
11 88
000
000
00
000
000
2731237
784596
88
208
364204
11 90
000
000
00
000
000
2759950
823825
92
179
369201
11 91
000
000
00
000
000
2778985
66305 5
96
15 3
373485
11 92
000
000
00
000
000
2789720
90228 5
100
131
377160
11 91
000
000
00
000
000
2793339
94151 5
104
11 3
380311
11 91
000
000
00
000
000
2790854
980744
108
97
383013
11 89
000
000
00
000
000
2783136
1019974
112
8 3
385331
11 88
0 00
000
00
0 00
0 00
275487 9
105920 4
116
71
387316
11 66
000
0 00
0 0
0 00
0 00
273551 3
113766 4
120
6 1
369022
11 84
000
000
00
000
000
271332 5
117689 4
124
52
390484
11 81
000
000
00
000
000
271332 8
117689 3
128
45
391737
11 79
000
000
00
0 00
0 00
3
266201
125535 3
132
38
392872
11 76
0 00
000
0 0
000
0 00
26206
121 3
136
3 3
393733
11 73
000
000
00
000
000
2633534
1294589458 3
140
28
394524
11 70
000
000
00
0 00
0 00
257219 i
137304 2
144
24
395202
11 67
0 00
0 00
0 0
0 00
0 00
253974 5
141227 2
148
2 1
395783
11 63
000
0 00
0 0
0 00
0 00
250632 3
145150 2
152
1 8
396281
11 60
000
000
00
000
000
250632 6
145150 2
156
1 5
396709
11 57
0 00
000
00
0 00
0 00
243712 1
152996 2
160
1 3
397075
11 53
000
0 00
0 0
0 00
0 00
240156 6
152919 1
164
1 1
397390
11 50
000
000
00
000
000
240156 2
156919 1
168
1 0
397659
11 46
000
000
00
000
000
236547 5
160842 1
172
0 8
397890
11 42
000
000
00
000
000
232894 2
164765 1
176
0 7
398089
11 39
000
000
00
000
000
2292024
1686880
180
0 6
398259
11 35
000
000
00
000
000
2254776
172611 0
184
0 5
398404
11 31
000
000
00
000
000
221724 7
1765340
188
0 4
398530
11 27
000
0 00
00
000
000
2179475
180457 0
S UOBSU010110021P¢k B PuI W elcvla0onatStormwataN 00231nfI1ra0an
Routm9 10y24hr
000
- Hall Infilt Rate (DENR)
00
000
000
2141496
1843800

10/6/2010
ALG
Cape Fear Pick Pull
Stormwater
Infiltration Basin
Routing
10023
10-year 24hr Storm
192
04
398637
11 24
000
0 00
0 0
196
03
388729
11 20
000
0 00
0 00
206502 8
192225 9
200
03
398808
11 18
000
0 00
0 0
0 00
0 00
202658
196148 9
204
02
398875
11 12
000
000
00
000
000
202658 B
6
196148 9
208
02
398933
11 08
000
000
00
0 00
0 00
3
194938
203994 9
212
02
398983
11 04
0 00
000
00
000
0 00
193
208
216
02
399025
11 01
000
000
00
000
000
1910651065 0
20791717 8
220
0 1
399062
1097
0 00
000
00
0 00
0 00
183298 7
215763 8
224
01
399093
1093
000
0 00
0 0
0 00
0 00
179406 3
219686 8
228
01
399120
1089
000
000
00
000
000
179408 7
219686 8
232
01
399143
1085
0 00
000
00
0 00
0 00
171610 6
227532 7
236
01
3991631081
000
0 00
0 0
0 00
0 00
167707 7
231455 7
240
0 1
399180
1077
000
0 00
0 0
0 00
0 00
163801 5
235378 7
244
01
399195
1073
0 00
0 0
0 00
0 00
159893 5
239301 7
248
00
399207
1069
000
0 00
0 0
0 00
0 00
155982 0
243224 6
252
00
399218
1065
Goo
0 00
0 0
0 00
0 00
152070 5
247147 6
256
00
399227
1061
000
0 00
0 0
0 00
0 00
148156 3
251070 6
260
0 0
399235
10 57
0 00
000
00
000
000
144241 4
251070 6
264
0 0
399242
10 53
000
00
000
000
140325 3
258916
268
0 0
399247
10 49
0 00
000
00
000
000
136407 1
5
262839 5
272
0 p
399252
1045
000
000
00
0 00
000
132489 9
266762 5
276
00
399257
1041
000
000
0 0
000
0 00
128571 9
270685 5
280
00
399260
1037
0 00
000
0 0
0 00
0 00
124651 2
274608 5
284
0 0
399263
1033
000
0 00
0 0
0 00
0 00
120732 8
278531 4
288
00
399266
1029
000
000
00
000
000
120732 0
278531 4
292
00
399268
1025
0 00
0 00
00
0 00
0 00
112891 7
286377 4
296
00
399270
1021
000
0 00
0 0
0 00
0 00
108970 0
290300 4
300
00
399272
1017
000
0 00
00
000
000
108970 0
290300 4
304
00
399274
1013
000
000
0 0
0 00
0 00
101127 7
298146 3
308
00
399275
1009
0 00
0 00
0 0
0 00
0 00
197205 2
3
312
00
399276
1004
000
0 00
0 0
0 00
0 00
5
302069
305992 3
316
00
399277
1000
000
000
00
000
000
03283
309915 3
320
00
399278
996
000
000
0 0
0 00
0 00
89361 5
85439 5
313838 2
324
00
399278
992
0 00
0 0
0 00
0 00
81517 3
317761 2
328
00
399279
988
000
000 000
0 0
0 00
0 00
321684 2
332
00
399279
9 84
0 00
0 0
0 00
0 00
77594 6
73672 6
325607 2
336
0 0
399280
9 80
0 00
0 00
0 0
0 00
0 00
1
329530 2
340
00
399280
975
000
000
0 0
000
0 00
69749
65827 6
333453 1
344
00
399280
9 71
0 00
0 00
0
0 0
0 00
0 00
61904 0
337376 1
348
00
399281
967
0 00
00
0
0 0
0 00
0 00
3
341299 1
352
0 0
399281
963
000
00
0 0
0 00
0 00
57981
54058 6
345222 1
356
00
399281
9 58
0 00
000
00
0 00
Goo
50136 8
349145 0
360
00
399281
9 54
000
0 00
0 0
0 00
0 00
0
353068 0
364
00
399281
9 50
000
0 00
0 0
0 00
0 00
46213
42290 2
356991 0
368
00
399282
946
0 00
0 00
0 0
0 00
0 00
4
360914 0
372
0 0
399282
941
000
0 00
0 0
0 00
0 00
38367
34444 5
364836 0
376
00
399282
937
0 00
000
0 0
0 00
0 00
30521 7
368759 9
380
0 0
399282
9 32
0 00
0 00
0 0
0 00
0 00
8
372682 9
384
00
399282
9 28
000
0 00
0 0
0 00
0 00
26598
22676 9
376605 9
388
00
399282
9 29
0 00
0 00
0 0
0 00
0 00
0
380528 9
392
0 0
399282
9 19
0 00
0 00
0 0
0 00
0 00
18753
14830 1
384451 8
396
00
399282
9 14
000
0 00
0 0
0 00
0 00
10907 1
388374 8
400
00
399282
9 04
0 00
0 00
0 0
0 00
0 00
16984 2
392297 8
404
0 0
399282
9 04
0 00
0 00
0 0
0 00
0 00
3
396220 8
408
00
399282
9 00
000
0 00
000
0 0
0 00
0 00
3061
3060 3
8
00
000
000
00
400143
4001437
8 UO05R010\1002}ploy g pu111CaIwlaaonslStommvataN00231nfllra4on ROWn9 t0y/14hr- Hatt InGl1 Rate (6ENR)

10/6/2010 Cape Fear Pick Pull
ALG Stormwater Infiltration Basin Routing 10023
25-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
2300 ACRES
HYDRAULIC LENGTH
700 FT
CHANGE IN HEIGHT
g FT
RUNOFF COEF 'C'
0 16
TIME OF CONCENTR
6 48 MIN
INTENSITY 25 YR
10841N/HR
Ca - 39.16 CFS
Qa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 8 86 INCHES 25yr, 24hr PRECIPITATION
CN= 80
S = (1000/CN)-10
S= 250
Depth (D) _ (P-0 2S)A2/(P+0 8S)
D = 6 44 IN - 25yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
TIP = [(43 5)(D)(Area)j / Op
Tp= 4048 MINUTES
Storage Volume Req'd = (Op-01)-Tp-1 39.60
= 404.808 cu It
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 9 00 feet
AFTER DEVELOPMENT
WATERSHEDAREA
2300 ACRES
HYDRAULIC LENGTH
7 00 FT
CHANGE IN HEIGHT
9 FT
RUNOFF COEF 'C'
065
TIME OF CONCENTIR
8 48 MIN
INTENSITY 125 YR
10641N/HR
Qp= 159.07 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
(sq fp
(cu ft)
(cu ft)
(R)
Z est
(ft)
900
88267
0
0
0
0
1000
92480
90,374
90,374
10
114117
0
0
0
101
1100
96760
94,620
184.994
20
121281
06931
198
1200
101111
98,936
283,929
30
125565
1 0986
296
1300
105534
103.323
387.252
40
128668
1 3863
396
1400
110028
107,781
495.033
50
131124
1 6094
498
1500
114600
112,314
607,347
60
133169
1 7918
603
1600
119225
116,913
724.259
70
134929
1 9459
711
Regression Output
==>Ks= 89000
b - 1 07
X Coefficient 1140
S VOBSQ010110021P¢ dPOKC-toola11on51Stmm ter1100231nfilVa4on RW00025V24hr

10/6/2010 Cape Fear Pick Pull
ALG 10023
Stormwater Infiltration Basin Routing
25-year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
as =
39 16 cfs
Op =
15907 cis
Tp=
405 min
dT=
4 min
BASIN DATA
Ks =
89000
b =
1 07
Zo =
900 it
Normal water elev =
900 8
Box Weir Length =
0 R
Cw=
00
Zcr=
000 It
Dd =
0 in
Cd=
0
Zi =
000 It
Time Inflow
InNhrahon rate= 4:'+--0z:816 ln/hr
(See Soils Report)
Basin Drawdown Time= if.;;:i ;,*4'6 hours
(see Page 3 this report)
Peak Outflow= 000cfs
Peak Stage = 12 00 it
Maximum Storage = 287,620 cu It
Control Holes
State Orifice
Weir
Outflow W Riser
Dia = 0 00 in
Inv= 000 it
L= 0in
Inv = Dolt
Barrel Orifice Weir
IFStore Infiltrate
4
38
0
9 00
0
000
0
v
uuu
uu
00
8
148
912
900
000
000
0
000
00
78460
12
321
4475
9 00
000
00
000
000
00
156919
16
538
12173
900
000
000
00
000
000
00
235379
20
781
25093
900
000
000
00
000
000
00
313838
24
1024
43828
900
000
00
000
000
00
392298
28
1246
68409
9 17
000
000
00
000
000
00
470757
32
1425
98312
942
000
000
00
000
000
134874
64921 7
36
154 3
132504
971
000
000
00
000
000
355448
62767 6
40
1590
169539
1002
000
000
00
000
000
618900
706136
44
1561
207702
1034
000
000
00
000
000
910792
784596
48
1459
245169
1064
000
000
000
00
000
000
1213964
863055
52
1300
280184
10 91
000
000
00
000
000
1510180
941515
56
114 3
311372
11 15
000
00
000
000
1781867
1019974
60
1005
338801
11 34
000
000
000
00
000
000
2015269
1098434
64
884
362922
11 50
000
00
000
000
221111 2
1176893
68
777
384136
11 64
000
000
00
000
000
2373868
1255353
72
684
402792
11 74
000
000
00
000
000
2507545
133381 2
76
601
419199
11 83
000
0 00
000
00
000
000
2615647
1412272
80
529
433828
11 89
000
00
000
000
2701258
1490732
84
465
446318
11 94
000
000
00
000
000
2767089
156919 1
88
409
457477
11 97
0 00
000
00
000
000
2815526
164765 1
92
360
467292
11 99
000
000
00
000
000
2848664
172611 0
96
31 6
475923
1200
000
000
00
000
000
2868348
1804570
10D
278
483514
11 99
000
000
00
000
000
2876201
1883029
104
245
490189
11 98
000
000
00
000
000
2873648
1961489
108
21 5
496060
11 96
000
000
00
000
000
2861944
203994 8
112
189
501223
11 94
000
000
00
000
000
2842192
2118408
116
16 6
505764
11 91
0 00
000
00
000
000
2815363
2196868
120
146
509757
11 87
000
000
0 0
000
000
278230 9
2275327
124
129
513269
11 83
000
000
00
000
000
2743762
2353787
128
11 3
516357
11 78
0 00
000
00
000
000
2700440
2432246
132
100
519073
11 73
000
000
0 0
000
000
265286 5
251070 6
136
88
521462
11 67
000
000
00
000
000
2601566
2589165
140
77
523562
11 62
000
000
00
000
000
2546993
2667625
144
6 8
525410
11 56
000
000
00
000
000
2489540
2746084
148
6 0
527035
11 50
000
000
00
000
000
2429555
2824544
152
52
528463
11 43
000
000
00
000
000
2367343
2903004
156
46
529720
11 37
000
000
00
000
000
2303172
2981463
160
4 0
530825
11 30
000
000
00
0 00
000
2237278
3059923
164
3 6
531797
11 23
000
0 00
00
000
000
2169869
3138382
168
3 1
532652
11 16
000
000
00
000
000
2101120112 9
3212168484 2
172
2 8
533403
11 09
000
000
00
000
Goo
203121 6
329530 1
176
24
534064
11 02
000
000
00
000
000
1960273
337376 1
180
21
534646
10 95
0 00
000
00
000
000
1888424
3452220
184
1 9
535157
1088
000
000
00
000
0 00
1815778
3530680
188
1 6
535607
10 80
000
000
00
000
000
1742431
3609140
S IIOBS@010U0023-P¢x 8 PUIa.OalculabonsZtommvated100231nfiitralion
000
Routing 25yf 45r
000
00
000
0 00
1668468
3687599

10Y612010
Cape Fear Pick Pull
10023
ALG
Stormwater Infiltration Basin
Routing
25-year 24hr Storm
192
1 4
536002
1073
000
000
00
000
000
1593963
3766059
196
1 3
536350
1065
000
000
00
000
000
1518981
384451 8
200
1 1
535656
1057
000
000
00
000
000
1443580
3922978
204
1 0
536925
1050
000
000
00
000
000
136781 0
4001437
208
09
537161
1042
000
000
00
000
000
129171 6
4079897
212
08
537369
1034
000
000
00
000
000
1215336
4158356
216
07
537552
1026
000
000
00
000
000
1138706
423681 6
220
06
537713
10 18
000
000
00
000
000
106185 5
4315276
224
05
537855
1010
000
000
00
000
000
98481 1
4393735
228
05
537979
1002
000
000
00
000
000
907596
4472195
232
04
538088
994
000
000
00
000
000
830230
4550654
236
04
538185
985
000
000
00
000
000
752733
462911 4
240
03
538269
977
000
000
00
000
000
675120
4707573
244
03
538344
969
000
000
00
0 00
000
59740 5
4786033
248
02
538409
960
000
0 00
00
000
000
519600
4864492
252
02
538467
952
000
000
00
000
000
44171 6
494295 2
256
02
538517
943
000
000
00
000
000
363763
502141 2
260
02
538562
935
000
000
00
000
000
28574 8
509987 1
264
0 1
538601
926
000
000
00
000
000
20768 1
517833 1
268
01
538636
916
000
000
0 0
000
000
129565
5256790
272
01
538666
907
000
000
00
000
000
51409
5335250
276
01
538692
900
000
0 00
00
0 00
000
00
5413709
280
0 1
538716
900
000
000
00
000
000
00
5492169
284
01
538736
900
000
000
00
000
coo
00
557062 8
288
0 1
538755
900
0 00
0 00
00
000
000
00
564908 8
292
01
538771
900
000
000
00
000
000
00
572754 8
296
01
538785
900
000
000
00
000
0 00
0 0
5806007
300
00
538797
900
000
000
00
000
000
0 0
5884467
304
00
538808
900
000
000
00
000
000
0 0
5962926
308
00
538817
900
0 00
0 00
00
000
DOD
00
604138 6
312
00
538826
900
0 00
0 00
0 0
000
000
00
6119845
316
00
538833
900
000
000
00
000
000
00
6198305
320
00
538839
900
000
000
00
000
000
00
6276764
324
00
538845
goo
000
000
00
000
000
00
6355224
328
00
538850
900
0 00
0 00
00
0 00
000
00
6433684
332
00
538855
900
000
0 00
00
000
DOG
0 0
6512143
336
00
538858
900
000
000
0 0
000
000
0 0
6590603
340
00
538862
900
000
000
00
000
000
00
6669062
344
00
538865
900
0 00
000
0 0
000
000
00
6747522
348
00
538868
900
0 00
0 00
00
000
000
00
6825981
352
00
538870
900
000
000
0 0
000
000
00
690444 1
356
00
538872
900
000
000
00
000
000
00
6982900
360
00
538874
900
000
000
0 0
000
000
0 0
7061360
364
00
538875
900
000
0 00
00
000
000
00
7139820
368
00
538877
900
000
000
0 0
000
000
00
7218279
372
00
538878
900
000
000
00
000
000
00
729673 9
376
00
538879
900
000
000
0 0
000
000
00
7375198
380
00
538880
900
0 00
0 00
0 0
000
000
0 0
745365 8
384
00
538881
900
000
0 00
0 0
000
000
0 0
753211 7
388
00
538881
goo
000
0 00
0 0
000
000
00
7610577
392
00
538882
900
000
000
00
000
000
00
7689036
396
00
538883
9 00
000
000
0 0
000
000
00
7767496
400
00
538883
900
0 00
0 00
0 0
000
000
0 0
7845956
404
00
538884
900
000
000
0 0
000
000
00
792441 5
408
00
538884
900
000
000
00
000
000
0 0
800287 5
5 VOB6VCMW21Pck 8 PUlI -IWI6t-n-UStOr atepl W23inhJntion Rouang 25y24hr

10/e/2010 Cape Fear Pick Pull
ALG Stormwater Infiltration Basin Routing 10023
100-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
23 00 ACRES
HYDRAULIC LENGTH
700 FT
CHANGE IN HEIGHT
9 FT
RUNOFF COEF 'C'
016
TIME OF CONCENTR
6 48 MIN
INTENSITY 100 YR
12501N/HR
Oa= 4600 CPS
Oa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P= 1288 INCHES 100yr, 24hr PRECIPITATION
CN = 80
S = (1000/CN)-10
S= 250
Depth (D) = (P-0 2S)^2/(P-0 8S)
D = 10 30 IN - 100yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = ((43 5)(D)(Area)) / Op
Tip = 5514 MINUTES
Storage Volume Req'd = (Op-pa)'Tp•1 39-60
= 647,894 cu tt
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 9 00 feet
AFTER DEVELOPMENT
2300 ACRES
ENGTH
700 FT
MWATERSHEDAREAAREA
EIGHT
9 FT
F 'C'
065
CENTR
648 MIN
0 YR
12 50 IN/HR
Dip = 186 88 CFS
Op = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
(sq II)
(cu fl)
(cu fl)
(ry)
Z est
(fl)
900
88267
0
0
0
0
1000
92480
90,374
90,374
10
114117
0
0
0
1100
96760
94,620
184,994
20
121281
06931
101
1 98
1200
1300
101111
105534
98,936
283,929
30
125565
1 0986
296
1400
110028
103,323
107,781
387.252
40
128668
1 3863
396
1500
114600
112,314
495,033
607,347
50
131124
1 6094
498
1600
119225
116,913
724,259
60
70
13 3169
1 7918
603
134929
1 9459
711
Regression Output
==> Ks = 89000
b = 107
X Coefficient 1140
S U06SUOIMI002&Pick 4 PulltCalaulabonsl tOmm atmV 0023infiitrabon Routing 1 Wyr24hr

10/5/2010 Cape Fear Pick Pull
ALG Stormwater Infiltration Basin Routing 10023
too -year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Oa =
4600 cfs
' Infiltration rate =
iL<, INhr
Op =
18688 cfs
(Per Soils Report)
,16
Tp =
55 1 min
tlT =
4 min
Basin
Drawtlown Time hours
BASIN DATA
(see Page 3 this report)
Ks =
89000
It =
1 07
Zo =
900 it
Normal water elev =
900 it
Box Weir
Length =
0 ft
Peak Outfl ow=
000
Peak Stage =
14 10 ftcfs
Cw =
00
Maximum Storage =
508.135 cu It
Zcr=
000 It
Control Holes
Slate Onfice
Dia =
000 in
Otl=
0 in
Inv=
000 it
Co=
0
Weir L=
0In
Zi=
000 it
Inv=
00 it
Time
(min)
Inflow
(Ms)
Storage
Stage
Outflow
W Riser
Barrel Orifice
Weir
IFStore
Infiltrate
0
(cu it)
(it)
(cfs) s)
(cfs)
(cfs
(cfs)
(cu ft)
(ct)
4
00
24
0
900
0
°
°
o
000
00
00
8
9 5
0
580
900
9 00
0
0 00
000
0
0
000
0 0
7846 0
12
21 0
2869
900
000
0 00
0 0
000
000
0 0
5691 9
16
362
7908
900
0 00
0 00
0 0
0 00
000
0 0
235323537 9
20
54 4
16597
900
000
000
00
000
000
00
313838
24
746
29645
900
000
000
0 0
0 00
000
0 0
392298
28
95 7
47537
900
000
000
0 0
000
0 00
0 0
470757
32
1168
70509
910
000
0 00
0 0
0 00
000
0 0
54921 7
36
1366
98530
9 34
000
000
0 0
000
0 00
7741 1
62767 6
40
1542
131313
9 61
000
000
0 0
000
000
279168
706136
44
168 7
168322
993
0 00
000
000
0 0
000
000
528537
784596
48
1792
208601
1027
000
0 00
0 0
000
0 00
820161
863055
52
1854
251819
1063
000
000
0 0
0 00
000
1146500
94151 5
56
1868
298310
11 00
0 00
00
000
0 00
185467 8
109843 4
60
1833
341134
11 37
000
0 00
0 0
0 00
0 00
186467 0
109843 4
64
1752
385131
11 72
000
000
0 0
000
000
2234444
1176893
68
1629
427188
1206
000
000
0 0
000
0 00
2595960
1255353
72
1486
466288
1236
000
000
000
0 0
000
000
2938065
133381 2
76
1352
501941
1263
0 00
000
0 0
000
000
3250607
1412272
80
1230
534387
1287
000
0 0
0 00
000
3528682
1490732
84
1120
563912
13 07
0 00
000
0 0
000
000
3774674
1569191
88
101 9
590780
1325
0 00
000
0 0
000
000
399146 9
1647651
92
92 7
837482
1341
0 00
0 00
0 0
000
000
434774 5
180457 0
96
844
637482
1355
000
000
0 0
000
000
434774 2
180457 0
100
76 8
657730
1367
000
0 00
0 0
000
000
4491786
1883029
104
699
676156
1377
000
000
00
000
0 00
4615808
1961489
108
636
692924
1385
0 00
0 00
0 0
000
000
472161 0
2039948
112
579
708183
1392
000
000
0 0
0 00
0 00
488496 9
219686 8
116
527
722069
13 98
0 00
0 00
0 0
0 00
0 00
494536 0
227532 8
120
47 9
734705
1402
0 00
0 00
0 0
0 00
0 00
496 0
235378 7
124
436
746204
1406
000
0 00
0 0
000
000
4993264
235378 7
128
397
756669
1408
0 00
000
0 0
000
000
502979 6
243224 6
132
361
766191
14 10
000
000
00
000
000
5055981
2510706
140
329
782743
14 10
000
0 00
00
000
000
507274 9
258916 5
140
299
782743
14 10
000
0 0
0 00
0 00
508094 8
266752 5
144
27 2
789920
14 10
0 00
0 00
0 00
0 0
0 00
000
507465 9
282454 4
148
24 8
786450
1409
0 00
00
000
000
506149 3
290300 4
152
225
802393
14 07
0 00
000
000
00
000
0 00
508149 9
290300 4
156
205
807801
1405
000
000
00
0 00
0 00
501809 9
3
160
187
812723
14 02
000
0 00
0 0
0 00
0 00
0
305992
313838 3
164
170
817201
13 99
0 00
0 00
0 0
0 00
0 00
498884
495517 5
321684 2
168
155
821277
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491745 2
329530 2
172
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176
128
828361
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4876096
337376 1
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184
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9 VOBS@010110023Pick 8 Pu111Celalatlonsl$lormwateN 00231nfilVetmn Rou0np te0yR4pr
0 0
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10/6/2010
Cape Fear Pick Pull
ALG
Stormwater Infiltration Basin
Routing
0023
100-year 24hr Storm
192
88
839085
1367
0 00
000
00
000
000
4624793
3766059
196
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841191
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4567396
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200
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2181749
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332
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S WBSVOMID02YP¢k 4 PUIftCalwlaOamlStOmm
.teN00231nfitreeon Routing 100y24hr

10%5/10
Cape Fear Pick Pull 10023
ALG
CN and C Values / Design Rainfall Depth Calculations
PRE DEVELOPMENT
Determine Composite CN Value
from TR-55
Table 2-2 *Soil Type Sand
Description HSG
CN
A (ac) CN x A
Impervious (on -site) -
98
1 75 171 50
Open Space (Fair) A
49
21 25 1041 25
2300 121275
Composite CN Value =
53
Pre Development Composite Runoff Coefficient
Description
C
A (ac)
C x A
Impervious
095
1 75
1 6625
Lawns, sandy soil, Flat 0 10
21 25
2 125
2300
37875
Composite C Value
= 0 16
POST DEVELOPMENT
Determine Composite CN Value from TR-55 Table 2-2 *Soil Type Sand
Description HSG
CN
A (ac)
CN x A
Impervious (on -site) -
98
1260
123480
Future Impervious -
98
2 10
20580
Open Space (Fair) A
49
830
40670
2300
184730
Composite CN Value =
80
Post Development Composite Runoff Coefficient
Description
C
A (ac)
C x A
Impervious
095
1260
1197
Future Impervious
095
2 10
1 995
Lawns, sandy soil, Flat
0 10
830
083
2300
14 795
Composite C Value = 0 64
ecommendecl C,Valug;for Industrial (Light) is 0:65;P ¢,,'
DETERMINE DESIGN RUNOFF DEPTH FOR 1-YR. 24 HR STORM
Pre -Development 1-yr 24hr Storm Event Runoff Depth
COMPUTE DEPTH OF RUNOFF
P = 3 76 INCHES 1yr, 24hr PRECIPITATION
CN = 53
S = (1000/CN)-10
S= 897
Depth (D) _ (P-0 2S)A2/(P+0 83)
D = 0 35 IN - 1 yr, 24hr RUNOFF DEPTH
Post -Development 1-yr 24hr Storm Event Runoff Depth
COMPUTE DEPTH OF RUNOFF
P= 376 INCHES 1yr, 24hr PRECIPITATION
CN = 80
S = (1000/CN)-10
S= 245
Depth (D) _ (P-0 2S)A2/(P+0 8S)
D = 1 87 IN - lyr, 24hr RUNOFF DEPTH
Difference in Depth between Pre-Dev. & Post-Dev Runoff Depth
D= 1 52 INCHES DESIGN RAINFALL DEPTH
S UOBS\2010\10023-Pick & Pull\Calculations\Stormwater\CN & C Value Calcs

9/27/10 Cape Fear Pick Pull JN 10023
ALG Ample Method -1.5' Storage Volume Calculations
Storage Volume - Non SA Waters - Minimum Volume Required
Volume of Runoff = V = (3630) (Design Rainfall Depth) (Rv) (Drainage Area)
where
Rv= 0 05-0 009(1,)
Rv = Runoff Coefficient = sham mnoff (mrhes) / storm rainfall (ndre )
1A = Impervwus Fraction = ImpennOus portion of the drainage area (ages) / Ommage area (aces)
In= 640 %
Rv= 063
Design Rainfall Depth = 152 in
Drainage Area = 2300 acres
Volume Requued= 79,442 ft3
Volume Pmvlded= 724,259 ft3
5 VO65t20tgm023 8r«zer Vwm Vlo ISIM

10/11/2010 Cape Fear Pick Pull 10023
ALG 10 Year Swale Calculations
Swale Calculations
Runoff C = 090
Intensity 125 = 9 43 In/hr
3 :1 swales
RH = [(3)(D) / 2(sgrt(9+1)1
= 047D
A= (3D)(D)
= 3D2
Q = (1 49/n)(A)(RH)M(S)1n
Q = (1 49/n)(3D2)(0 47D)2�(S)12
DBfd = [(Q)(n/1 49)1 / [(5)( 49)a3(S)1r J
Swale to DI-1 (east
Drainage Area =
083 acres
Q = CIA
=
704 cfs
Swale length =
105 ft
difference in height =
09 ft
Slope (S) =
00086
n=
003
Da"= 084
D= 094 ft
VeI = 1 60 fps
Swale to DI-2 (east
Drainage Area =
064 acres
Q = CIA
=
539 cfs
Swale length =
65 ft
difference In height =
1 1 ft
Slope (S) =
00169
n=
003
Dew = 046
D= 075 ft
Vel = 1 93 fps
Swale to DI-3 (east
Drainage Area =
0 64 acres
Q = CIA
=
543 cfs
Swale length =
70 ft
difference In height =
1 ft
Slope (S) =
00143
n=
003
Dan = 050
D = 0 77 ft
Vel= 181fs
v
1L— D
3
3D
Swale to DI-1 west
Drainage Area =
027 acres
Q = CIA
=
229 cfs
Swale length =
50 ft
difference In height =
06 ft
Slope (S) = 00120
n=
003
Dm = 023
D= 058 ft
Val = 137 fps
Swale to DI-2 (west
Drainage Area =
064 acres
Q = CIA
=
539 cfs
Swale length =
95 ft
difference In height =
1 1 ft
Slope (S) = 00116
n=
003
D&3 = 056
D= 080ft
Vel = 167 fps
Swale to DI-3 (west
Drainage Area =
064 acres
Q = CIA
=
543 cfs
Swale length =
70 ft
difference In height =
1 5 ft
Slope (S) = 00214
n=
003
Dm= 041
D= 072ft
Val = 211fs
S UOBS\2010\10023-Pick & Pull\Calculations\Stormwater\10023 10 yr swales Gales 3

10/11/2010 Cape Fear Pick Pull 10023
ALG 10 Year Swale Calculations
aware to u1-a (east
Drainage Area =
039 acres
Q = CIA
=
331 cfs
Swale length =
80 ft
difference in height =
05 ft
Slope (S) =
00063
n=
003
D8n = 046
D = 0 75 ft
Vel= 118fs
aware to ul-i (east
Drainage Area =
062 acres
Q = CIA
=
526 cfs
swale length =
173 ft
difference In height =
1 It
Slope (S) =
00058
n=
003
Dm= 077
D= 091 ft
Vel = 128 fps
awdle to UI-0
Drainage Area =
1 23 acres
Q = CIA
=
1044 cfs
Swale length =
225 ft
difference In height =
12 ft
Slope (S) =
00053
n=
003
Dm = 159
D= 119ft
VeI = 1 48 fps
awale to UI-ill (west
Drainage Area =
039 acres
Q = CIA
=
331 cfs
Swale length =
95 ft
difference In height =
1 ft
Slope (S) =
00105
n=
003
Dom° = 036
D= 068ft
Vel = 1 43 fps
la = 127 acres
Q = CIA
= 10 78 cfs
Swale length =
200 ft
difference In height =
2 It
Slope (S) =
00100
n=
003
D8n = 120
D = 107 ft
Vel = 1 88 fps
Swale to ul-/ (west
Drainage Area =
062 acres
Q = CIA
=
526 cfs
Swale length =
110 ft
difference In height =
075 it
Slope (S) = 00068
n=
003
Dw= 071
D= 088 ft
Vel = 1 36 fps
aware to ul-1u (east
Drainage Area =
039 acres
Q = CIA
=
331 cfs
Swale length =
245 It
difference In height =
22 ft
Slope (S) = 00090
n=
003
Dar' = 039
D= 070 ft
Vel = 135 fps
JWdle to ll1- I l
Drainage Area =
0 73 acres
Q =
CIA
=
6 20 cfs
Swale length =
175 ft
difference in height =
0 8 ft
Slope (S) =
00046
n=
003
Deb =
1 02
D=
101 ft
Vel =
1 22 fps
S UOBS\2010\10023-Pick & Pull\Calculations\Slonnwater\10023 10 yr swales talcs 3

10/11/2010 Cape Fear Pick Pull 10023
ALG 10 Year Swale Calculations
Swale to DI-12
Drainage Area =
062 acres
0 = CIA
=
526 cfs
Swale length =
125 ft
difference in height =
08 ft
Slope (S) =
00064
n=
003
DW3 = 073
D= O89ft
Val = 153 fps
S UOBS@010\10023-Pick & Pull1Calculations\Stormwater\10023 10 yr swales cabs 3

10/1112010 Cape Fear Pick Pull
ALG 25 Year Swale Calculations
Swale Calculations
Runoff C = 090
Intensity 125 = 10 64 In/hr
3 :1 swales
RH = I(3)(D) / 2(SQrt(9+1)]
0 47D
A = (3D)(D)
= 3D2
Q = (1 49/n)(A)(RH)2n(S)in
Q = (1 49/n)(3D2)(0 47D)a3(S)111
D& _ [(Q)(n/l 49)1 / ((5)( 49)'(S)112]
V yDrainage Area =
083 acres
Q = CIA
=
795 cfs
Swale length =
105 ft
difference In height =
09 ft
Slope (S) =
00086
n=
003
D&3 = 095
D= 098 ft
Vel = 1 65 fps
owale to UI-L east
Drainage Area =
064 acres
Q = CIA
=
608 cfs
Swale length =
65 ft
difference In height =
1 1 ft
Slope (S) =
00169
n=
003
Dn= 052
D= 078ft
Vel; 159 fps
,)wale to ul-s (east
Drainage Area =
064 acres
Q = CIA
=
613 cfs
Swale length =
70 ft
difference In height =
1 ft
Slope (S) =
00143
n=
003
D813 = 057
D= 081 ft
Vel = 1 87 fps
au
aware to ul--I (west)
Dralnage Area =
027 acres
Q = CIA
=
259 cfs
Swale length =
50 ft
difference In height =
06 ft
Slope (S) = 00120
n=
003
Dm = 026
D= 061 ft
Vel = 141 fps
owale to UI-L wes[
Drainage Area =
064 acres
Q = CIA
=
608 cfs
Swale length =
95 ft
difference In height =
1 1 ft
Slope (S) = 00116
n=
003
DBf3 = 063
D= 084ft
Val = 1 73 fps
,)wale to uI-;t (west
Drainage Area =
064 acres
Q = CIA
=
613 cfs
Swale length =
70 ft
difference In height =
1 5 ft
Slope (S) = 00214
n=
003
D&3 = 046
D= 075ft
Vel = 218 fps
S UOBSt2010i10023-Pick 8 PUII1Calcula0onslSlormwaten10023 25 yr swales talcs 3
10023

10/11/2010 Cape Fear Pick Pull 10023
ALG 25 Year Swale Calculations
JWGIe LU Ul- east
Drainage Area =
039 acres
Q = CIA
=
373 cfs
Swale length =
80 ft
difference In height =
05 It
Slope (S) =
00063
n=
003
DBfd = 052
D= 079ft
Vel= 121fs
V vDrainage Area =
062 acres
Q = CIA
=
594 cfs
Swale length =
173 ft
difference In height =
1 ft
Slope (S) =
00058
n=
003
D&3 - 087
D= 095ft
Vel = 1 32 fps
Owdre lU UI-O
Drainage Area =
123 acres
Q =
CIA
=
11 78 cfs
Swale length =
225 ft
difference In height =
12 ft
Slope (S) =
00053
n=
003
Dan = 1 79
D = 1 24 ft
Val = 1 52 fps
aware to ul-iu (west
Drainage Area =
039 acres
Q = CIA
=
373 cfs
Swale length =
95 It
difference In height =
1 ft
Slope (S) =
00105
n=
003
Da/3 = 040
D= 071 ft
Vel = 1 47 fps
owalC to Ul-o
Drainage Area =
127 acres
Q = CIA
=
1216 cfs
Swale length =
200 ft
difference In height =
2 ft
Slope (S) = 00100
n=
003
DW3 = 135
D= 112ft
Vel = 194 fps
owale [u ul-r west
Drainage Area =
062 acres
Q = CIA
=
594 cfs
Swale length =
110 ft
difference In height =
075 ft
Slope (S) = 00068
n=
003
Dw= 080
D = 092 It
Vel= 141 fs
Swale to ul-1u least
Drainage Area =
039 acres
Q = CIA
=
373 cfs
Swale length =
245 It
difference In height =
22 ft
Slope (S) = 00090
n=
003
DBfd = 044
D= 0,73 It
VeI = 139 fps
MMC3C11UMN
Drainage Area =
073 acres
Q = CIA
=
699 cfs
Swale length =
175 It
difference In height =
08 ft
Slope (S) = 00046
n=
003
DBra = 1 15
D = 105 It
Val = 126 fps
S VOBV2010\10023-Pick 8 PUII\Calculatlons\Stormwater\1 D023 25 yr swales talcs 3

10%11/2010 Cape Fear Pick Pull 10023
ALG 25 Year Swale Calculations
Swale to DI-12
Drainage Area =
062 acres
Q = CIA
=
594 cfs
swale length =
125 ft
difference In height =
08 ft
Slope (S) =
00064
n=
003
Dw3 = 082
D = 0 93 it
Vel = 1 37 fps
S UOBS\2010\10023-Pick S Pull\Calculations\Stormwater\10023 25 yr swales talcs 3

10/5/2010 Cape Fear Pick Pull 10023
ALG 25 Year Storm Pipe Calculations
25 Year
LOCATION
AREA
RUNOFF
COEFF.
C
RAIN
INT.
I
in/hr
INCREMENTAL
FLOW
TOTAL
FLOW
PIPE DATA
FROM
TO
SUB
TOTAL
Acre
TOTAL
Acre
Q=CIA
(C.F.S.
REO'D
Q=CIA
(C F.S
REO'D
TYPE
N
LENGTH
ft
S %
SIZE
In
VEL
(fps)
Q
AVAIL.
cfs
HI
INV
LOW
INV
ELEV
HEAD
ft
DI-1
Infil Basin
110
110
090
1064
1053
1053
HDPE
0009
61
1311%
15
86
3388
2300
1500
800
DI-2
Infil Basin
1 27
1 27
090
1064
1216
1216
HDPE
0 009
60
13 33%
15
99
3416
2300
1500
800
DI-3
Infil Basin
1 28
1 28
090
1064
1226
1226
HDPE
0 009
50
16 00%
15
1 100
3742
2300
1500
800
DI-6W124
7
1 27
060
1064
811
811
HDPE
0 009
121
0 99%
15
66
932
2720
2600
1 20
DI-52
1 49
0 90
10 64
211
1021
HDPE
0 009
178
1 Ol %
18
58
1530
2580
2400
180
JB-1
1 49
090
1064
000
1021
HDPE
0 009
56
0 89%
18
58
1438
2400
2350
050
DI-4
9
1 88
090
1064
373
1395
HDPE
0 009
80
10 63%
18
79
4959
2350
1500
850
DI-8
1 24
090
1064
138
1 38
HDPE
0.009
182
0 55%
15
1 1
694
2010
1910
100
DI-7
2 48
090
1064
1187
1326
HDPE
0 009
110
0 82%
18
75
1376
1890
1800
090
JS-2
Infil Basin
000
248
090
1064
000
1326
HDPE
0 009
111
3 60%
18
75
2888
1800
1400
400
DI-11
DI-10
078
078
090
1064
747
747
HDPE
0 009
170
0 65%
15
61
753
1815
1705
110
DI-10
JB-3
073
151
090 1
10 64
699
1446
HDPE
0 009
68
0 96%
18
8 2
l4 87
16 85
16 20
065
JB-3
DI-9
000
151
090
1064
000
1446
HDPE
0 009
68
2 79%
18
82
2543
1620 Ti
4 30
190
DI-9
Infil Basin
044
1 95
090
1064
421
2461
HDPE
0 009
18
2 78%
18
139
2536
1430 1
1380
050
DI-12
DI-9
0 62
0 62
090
1064
594
594
HDPE
0 009
157
0 51 %
15
4 8
668
153
14 50
080
Nu i L eased on design storm depth of 52' 6 2 0 acne inches allowed per inlet, the maximum subarea to individual melts shall not exceed 132 acres
S U08Si2010\10021Pr 8 PUN.CalrulAWSISl°m McM0023 25 yr Erwin pipes

ALG201a Cape Fear Pick Pull 10023
25 Year Storm Pipe Calculations
LOCATION
AREA
RUNOFF
COEFF
C
RAIN
INT
I
in/hr
INCREMENTAL
FLOW
TOTAL
FLOW
PIPE DATA
FROM TO
SUB
TOTAL
Acre
TOTAL
Acre
Q=CIA
(C F.S.
REO'D
O=CIA
(C.F.S.
REQ'D
TYPE
N
LENGTH
h
S %
SIZE
in
VEL.LAVAIL
f sfs
Q
HI
INV
LOW
INV
ELEV
HEAD
R
�.•�. yr ...aa.parer aruny (Irvaurn)
DI-1
Required Zone 1 for a 15"
Minimum Provided Zone 1 for a 15"
375'x5'x12"
5'x5'x 12"
DI-2
Required Zone 1 for a 15"
Minimum Provided Zone 1 for a 15"
375'x5'x 12"
5'x5'x 12"
DI-3
Required Zone 1 fora 15"
Minimum Provided Zone 1 fora 15"
375'x 5'x 12"
5'x5'x 12"
DI-4
Required Zone 1 fora 18"
Minimum Provided Zone 1 for a 18"
45'x6'x 12"
5'x6'x 12"
J B-2
Required Zone 1 for a 18" Minimum Provided Zone 1 for a 18"
45'x6'x 12" 5'x6'x 12"
DI-9
Required Zone i for a 18" Minimum Provided Zone 1 for a 18"
45'x6'x12" 5'x6'x 12"
S UOBSSVO10110023R&P-I11C-W-h-nMSom teet0e2325 rrdram ropes

Date 9/8/2010
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Corporation Names
Name
Name Type
NC GREAT NECK HOLDINGS, LLC
LEGAL
Limited Liability Company Information
SOSID:
1146918
Status:
Current -Active
Effective Date:
5/4/2010
Dissolution Date:
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Registered Agent
Agent Name:
ALPER, MARK
Office Address:
13 WRIGHT ST
WILMINGTON NC 28401
Mailing Address:
P O BOX 2139
WILMINGTON NC 28402
Principal Office
Office Address:
13 WRIGHT ST
WILMINGTON NC 28401
Mailing Address:
P O BOX 2139
WILMINGTON NC 28402
Officers
OCT,
32010

C201012300460
SOSID: 1146918
Date Filed: 5/4/2010 8:46:00 AM
1 Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C201012300460
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Great Neck Holdings, LLC
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: (If no date for dissolution is specified, there shall be no limit on
the duration of the limited liability company)
There shall be no limit on the duration of the limited liability company
3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a member,
organizer or both. Note. This document must be signed by all persons listed here)
Mark Alper, 13 Wright Street, Wilmington, NC 28401, Organizer
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street 13 Wright Street
City, State, Zip Code Wilmington, NC 28401 County New Hanover
5. The mailing address, if different from the street address, of the initial registered office is:
P. O. Box 2139, Wilmington, NC 28402
6. The name of the initial registered agent is Mark Alper
Principal office information: kSelect either a orb)
a. ■ The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street 13 Wright Street
City, State, Zip Code Wilmington, NC 28401 County New Hanover
The mailing address,if differeatfrom the street address of the principal office of the corporation is:
P 0. Box 2139, Wilmington, NC 28402
b. 0 The limited liability company does not have a principal office.

C201012300460
s
8. Check one of the following:
(i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
X (ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. These articles will be effective upon filing.
This is the 2' day of / .e: / 2010.
Signature
Mark Alper, Organizer
Type or Print Name and Title

111011111MI
FOR REREF11TION REGISTER OF DEEDS
IENNIFER H FWLNEISH
NE4 MRNOVER COUNTY RG
2010 NAY 14 01:19:46 PM
OK 5486 PG•5-19 FEE158,00
NC REV STRMP•$2,300.00
INSiRI I f NIN13273
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax. $2,300 00
Parcel Identifier No. R04000-002-003-002; R04000-002-002-001,and R04000-004-002-000
Mail/Box to. Cat
This instrument
Brief description for the Index. Three Tracts Highway 421
THIS DEED made this 13th day of May, 2010, by and between
CHARLES OHNMACHT and wife,
CAROLYN OHNMACHT
2540 Yolanda Drive, Wilmington, NC 28409
and
JASON THOMPSON and wife,
SHANNON THOMPSON
606 Sunnyvale Drive, Wilmington, NC 28412
GREAT NECK HOLDINGS, LLC
PO Box 2139
Wilmington, NC 28402
Enter in appropriate block for each Grantor and Grantee- name, mailing address, and, if appropnate, 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
WHEREAS, Charles Ohnmacht and wife Carolyn Ohnmacht, as debtors in Chapter I I Bankruptcy, Case No : 09-08106-8-JRL, in the
United States Bankruptcy Court for the Eastern District of North Carolina Wilson Division, execute and deliver this deed pursuant to
that Order Granting Motion for Approval of Private Sale of Property Free and Clear of Liens and Other Interests With Liens and
Interests to Attach Proceeds entered the 27" day of April, 2010 by J. Rich Leonard, United States Bankruptcy Judge a copy of which is
attached hereto as Exhibit `B"
W ITNESSETH, 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 New
Hanover County, North Carolina and more particularly described as follows:
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED BY REFERENCE
OCT 13 2010

The property hereinabove described was acquired by Grantor by instrument recorded in Book 5347 page 715, and Book 5248 page 342.
All or a portion of the property herein conveyed_ includes or X does not include the primary residence of a Grantor.
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 has done nothing to impair such title as Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor, other than the following
exceptions
I. The lien of the 2010 Ad Valorem taxes;
2. Restrictions of Record Applicable to the property;
3. Easements to Public Utilities of Record; and
4. Zoning and/or Subdivision Ordinances.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoi
(Entity Name)
PnnVfype Name & Title:
By:
Print/Type Name & Title:
By:
Print/Type Name & Title.
State of M/U..ti-'untyop" of JU&L 4
ed Notary Pu is of ounty ' of
Q/% d State aforesaid certify that
_
C L AJ
personally appeared before me this day and
ac 'on of the foregoing instn[me for the purposes
therein expressed. Witness my hand and Notarial stamp or
se IV. da¢bQ' 20LCj
y't
tis .w
M tsfipn`n-/ Z
OAP1410'- R-7�4!E e otary Public
(A1 .11...��
Notary's Printed or Typed Name
State of oun",11 q of
Notary Public of the County er ciity of N
SOA)
State aforesaid, certify that
K),b
6 personally appeared before me this day and
ac of the foregoing instrumen[ for the purposes therein expressed. Witness my hand and Notarial stamp or
,• t]]a M;.
�f .�
h'1Y i',�5' �/ '�4l
Public
(Affix
x �� �►Rotary's
Printed or Typed Name
Y
State of County or City of
1, the undersigned Notary Public of the County or City of
and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this _ day of
20_
My Commission Expires:
Notary Public
(Affix Seal)
Notary's Printed or Typed Name

EXHIBIT "A"
TRACT ONE:
Being a parcel of land lying and situate in Cape Fear Township, New I-lauover County,
North Carolina, and being more par ticulatly described as follows:
Beginning at a railroad spike in the westerly right ofway line of US Highway 421, a 150
foot public right of way; said point of beginning lying and being N 19' 28' 30" W 81.33
feet from a North Carolina Djr:pt of Transportation right-of-way monument in the said
right of way line, said right- of- way monument being designated as station CS
823+00.09 tight 75 feet as shown on the plans for NC State Project Reference No.
8,1360201; thence from the point of beginning and with the right of way a curve to the
right whose chord bearing and distance are
(1) S 20 ° 00' 19" E 81 44 feet (with aro length of 81 45 feet, radius of 5654.58 feet,
and delta angle of 00 ° 49' 31 " ), crossing an iron pipe found at a chord distance of
34AI feet, to a point in the said tight of way, a common comer with lands now or
formerly the property of Charles Ohnmacht et al. as recorded in DB 5051 P 1999 (Tract
2) in the New Hanover County Regisuy; thence leaving the right of way and with the line
of'Ttact 2
(2) S 72 ° 23' 00" W 217 98 feet to an iron pipe set, a common corner with the said
Tract 2; thence with the line of Tract 2
(3) S 18 ° 44' 00" E 200 00 feet to an iron pipe set, a common coiner with the said Tract
2; thence with the fine of Tract 2
(4) N 72 a 23' 00" E 74.12 feet to an iron pipe set, a common corner with lands now or
forrneriy the propetty of Charles Ohnmacht et al as recorded in DB 5060 P 2483 in the
New Hanover County Registry; thence with the line of DB 5060 P 2483
(5) S 17 ° 37' 00" E 302.20 feet to an iron end found, a common comer with DB 5060 P
243J and with lands now or formerly the property of'Gore's Marine Metal Fabrication,
Inc., as recorded in DB 2539 P 660 in the New Hanovet County Registry; thence with
the line of Gore's Marine Metal Fabrication
(0 S 70 ° 1 a43—W—t41 70-feet-to-an-iron rod -found; a common. corner -with -the -said -
Gores Marine Metal Fabrication, Inc, thence with the line of Gore's Marine Metal
Fabrication, Inc.
(7) S 180 33' 55" E 95.67 feet to an iron pipe found, a common corner with the said
Gore's Marine Metal Fabrication, Inc; thence with the line of Gore's Marine Metal
Fabrication, Inc

(8) S 72 ° 29'. 07" W 249.56 feet to an iron pipe found in the northerly right of way line
of Fleming Street, a 60-foot public right of way formerly known as Second Street; thence
with the right of way
(9) N 690 13' 50" W 656.74 feet to an iron rod found, a common corner with lands
now or formerly the property of Charles Ohnmacht, Sr. et al. as recorded in DB 4708 P
715 in the New Hanover County Registry; thence leaving the right of way and with the
line of DB 4708 P 715 N
(10) N 38 ° 35' 50" E 35.54 feet to an iron pipe found; thence with the line of DB 4708
P 715
(11) N 77 ° 51' 22" W 425.44 feet to an iron pipe found in the easterly right of way line
of the Seaboard Coast Line Rail Road Company, said right of way being 130 feet in
width; thence with the line of the Seaboard Coast Line Railroad right of way
(12) N 07 ° 13' 29" W 323.91 feet to an iron pipe found; thence with the right of way a
curve to the left whose chord bearing and distance are
(13) N 10 a 51' 33" W 354 07 feet (with are length of 354 32 feet, radius of 2792.86
feet, and delta angle of 07 ° 16 03"), crossing an iron pipe found at a chord distance of
321.88 feet, to a found right of way monument, a common comet with lands now or
formerly the property of Southern Metals Recycling as recorded in DB 1432 P 1.035;
thence leaving the railroad right of way and with the line of Southern Metals Recycling
(14) S 80 ° 56' 52" E 1395 09 feet to the point of beginning, containing 21.51 acres more
or less, and compr ising all of those lands as conveyed to Parrish Auto Parts by deed dated
luly 25, I988 and recorded October 3, 1988 in DB 1432 P 1088, together with a portion
of those lands as conveyed to Parrish Used Parts and Wrecker Scrvice by deed dated
June 18, 1985 and recorded July 26, 1985 in DB 1292 P 1190, all in the New Hanover
County Registry; subject, however, to a 70-foot transmission line easement of the
Carolina Power and Light Company crossing the tract described above
LESS AND EXCEPT all of the real property shown on map entitled "Boundary Survey
2813\2803 Hwy 421 North" and labeled as "PARCEL 1", containing 9,165 square feet t,
said map being recorded in Map Book 48, Page 285, New Hanover County Registry,
reference to which is made for a more particular description, and which was conveyed to
Gore's Metal Fabrication, Inc. by deed recorded in Book 5248 at Page 338 of the New
Hanover County Registry.

TRACT TWO:
BEGINNING at an iron pipe in the Western line of U.S. Highway No. 421 (new
Niggerhead Road, 150 foot right-of-way) that is North 18 degrees 08 minutes West 55 38
feet from a concrete monument at the Southern end of a curve in said, said monument
being North 17 degrees 42 minutes West along said line of said road 862.88 feet from its
intersection with the Northwestern line of Royal Street (70 foot right-of-way). Royal
Street connects Fayetteville Avenue in Flemington, with said highway and is located
about 1500 feet Southeastwardly along Fayetteville Street from the A.0 L.R R. (Yadkin
Branch); running thence from said Beginning point South 72 degrees 18 minutes West
217.84 feet to an iron pipe; thence North 18 degrees 49 minutes West 200.0 feet to an
iron pipe; thence North 72 degrees 18 minutes Fast 217.84 feet to an iron pine in the
Western line of said road; thence Southwardly along said line of said road as it curves to
the West to the Beginning point. Said Beginning point being South 18 degrees 49
minutes Wast 200 Ofeet from the preceding point. The same containing 1.0 acre and
being a portion of the first tract as described in the deed to Hanover Company, Inc.
recorded in Book 684, at Page 220 of the New Hanover County Registry.
TRACT THREE:
BEING all of the real property shown on map entitled "Boundary Survey 2813/2803
Hwy 421 North" and labeled as "PARCEL 2", containing 9,165 square feet :E, said map
being recorded in Map Book 48, page 285, New Hanover County Registry, reference to
which is made for a more particular description.

EXHIBIT "B"
Case 09-08106-8-JRL Doc 109 Filed 04/271'
SO ORDERED.
SIGNED this 27 day of April, 2010.
IN THE UNITED STATES BANKRUPTCY COURT
FOR THE EASTERN DISTRICT OF NORTH CAROLINA
WILSON DIVISION
In the Matter of Case No.:
CHARLES T. OHNMACHT, SR. 09-08106-8-JRL
CAROLYN G. OHNMACHT
Debtors Chapter I I
THIS MATTER comes before the Court on the Amended Motion For Approval Of
Private Sale Of Property Free And Clear Of Liens And Other Interests With Liens And Interests
To Attach To Proceeds (the "Motion') filed by the Debtors, Charles T. Ohnmacht, Sr. and
Carolyn G. Ohnmacht (the "Debtors"), in this case.
Based on the record, the representations and arguments of counsel, and the testimony of
the witnesses offered at any hearing of this matter, the Court makes the following findings of fact
and conclusions of law:
1. The Motion, and the notice hereof, amend the following documents previously
filed with the Court primarily for the purposes of clarifying the property description of the
subject property: (i) Notice of Proposed Private Sale and Motion for Approval of Private Sale,
filed March 10, 2010 (DE 82); and (ii) Motion to Sell Property Free and Clear of Liens and
i

Case 09-08106-8-JRL Doc 109 Filed 04/27/10 Entered 04/27/10 15:13:48 Page 2 of 9
Other Interests with Liens to Attach to Proceeds Pursuant to 11 U.S.C. § 363(f), filed
March 10, 2010 (DE 83).
2. The Court has jurisdiction over this matter pursuant to 28 U.S.C. §§ 157 and
1334. This is a core proceeding pursuant to 28 U.S.C. § 157(b) (2).
3. The Debtors Sled their petition pursuant to Chapter 11 of the United States
Bankruptcy Code on September 18, 2009, and continue to operate as debtors -in -possession.
4. The Debtors are individuals who own real property in Horry County, South
Carolina, and New Hanover County, North Carolina.
S. The Motion is made pursuant to the provisions of Sections 363(b) and (f), 105,
and 1101, el seq. of the Bankruptcy Code and subject to Rule 6004 of the Bankruptcy Rules
which provide for a sale of property of the estate and subsequent determination of the validity,
priority, and extent of such liens and other interests against the Property after due notice and a
hearing as provided by law.
6. The Debtors own jointly with Jason Thompson and Shannon Thompson (the
"Thompson") the real property identified on the attached Exhibit 1 together with all
improvements located thereon (the "Property").
7. The Debtors and the Thompsons have entered into a contract for the sale of all of
their right, title, and interest in the Property to Southern Metals Recycling, Inc. and/or its assigns
("Purchaser") for the sum of $1,150,000.00. A copy of the contract and an amendment to the
contract is attached to the Motion as Exhibit 2 (together the "Contract"). The Debtors' interest in
the Property is believed to be a one-half undivided interest in the Property but the interest
authorized to be transferred hereunder shall include such greater interest in the Property as the
Debtors may in fact have.

Case 09-08106-8-JRL Doc 109 Filed 04/27/10 Entered 04/27/10 15:13:48 Page 3 of 9
S. The Motion requests the authority and approval of the Court for the Debtors to
sell the Property, including their interest in the Property, pursuant to the terms set forth in the
Contract and further, if the Purchaser elects to have a survey of the Property performed, the
Motion requests that the Debtors be authorized to execute and acknowledge a quit claim deed to
Purchaser utilizing the legal description of the Property as determined by the survey.
9. The Court finds that the sale proposed by the Debtors satisfies the following
attributes:
A. Sound business reason;
B. Fair and reasonable price;
C. Accurate and reasonable notice; and
D. Existence of good faith.
10. The Court finds that the foregoing requirements are satisfied by way of the
Motion and the Notice thereof for the following reasons:
A. First, the property is not crucial for the Debtors' operations and it would
be more productive, and there exists a sound business reason, to sell the Property
as a sale will allow the Debtors to receive a maximum return for their creditors;
B. Second, the Motion and the Notice thereof provides suitable information
necessary to determine whether or not to oppose this Motion;
C. Third, the sale, which the Court finds has been adequately noticed,
provides a fair means of liquidating the Property;
D. Fourth, the Court finds that the proposed sale was negotiated in good faith,
represents a fair price for the Property, and will be in the best interest of the
estate; and
E. Finally, the Debtors have no interest in or relationship with the Purchaser,
and will retain no interest in the Property following the sale.
11. The Debtors also request an order providing that the sale of their interest in the
Property be made free and clear of any and all liens, encumbrances, claims, rights and other
interests, including but not limited to the following:

Case 09-08106-8-JRL Doc 109 Filed 04/27/10 Entered 04/27/10 15.13.48 Page 4 of 9
A. Any and all real property taxes due and owing to any city, county or
municipal corporation, and including particularly the New Hanover County Tax
Collector.
B. The liens and/or interest of the following creditors who, upon information
and belief, assert a lien or other interest on the Property, and proceeds therefrom:
1. Deed of Trust dated July 14, 2006, by Charles Ohnmacht and
Carolyn Ohnmacht, and Jason Thompson and Shannon Thompson, to
Southland Associates, Inc., Trustee, for SunTrust Bank, recorded on July
14, 2006, in Book 5051, Page 2004, New Hanover County, North
Carolina, Registry.
2. Judgment file number 09 CVS 12543 recorded in the office of the
Mecklenburg County, North Carolina, Clerk of Superior Court, and
transcribed to New Hanover County, North Carolina, Clerk of Superior
Court, file number 09 T 204, in favor of Commercial Credit Group
(adversary proceeding pending).
3. Lis Pendens filed by SunTrust Bank and Southland Associates,
Inc. with the New Hanover County, North Carolina, Clerk of
Superior Court, file number 09M1839 regarding 09 CVS 4253.
4. Any and all ad valorem taxes owed on the property
C. Any and all remaining interests, liens, encumbrances, rights and claims
asserted against the Property, which relate to or arise as a result of a sale of the
Property, or which may be asserted against the Purchaser of the Property,
including, but not limited to, those liens, encumbrances, interests, rights and
claims, whether fixed and liquidated or contingent and unliquidated, that have or
may be asserted against the Property or the Purchaser of the Property by the North
Carolina Department of Revenue, the Internal Revenue Service, the Employment
Security Commission, and any and all other taxing and government authorities.
12. The Debtors are authorized to sell their interest in the Property free and clear of
liens, interests, and claims pursuant to I I U.S.C. § 363(f), as the interests set forth above are
liens and it is anticipated that the price at which the Property is to be sold will be greater than the
aggregate value of all liens on the Property. Also, because the Property will be sold for what the
Debtors, in the exercise of their reasonable business judgment, believe will approximate fair
market value and liens on the Property will transfer to the sales proceeds, the lien holders can be

Case 09-06106-8-JRL Doc 109 -Filed 04/27/10 Entered 04/27/10 15:13:48 Page 5 of 9
compelled to accept money in the satisfaction of their secured claims pursuant to 11 U.S.C. §
363(f)(5). Furthermore, all holders of any liens, claims, or encumbrances who have received the
requisite notice of this sale and request and who have not objected within the prescribed time
period have been deemed to have consented to the proposed sale free and clear of such holder's
liens, claims, or other interests.
13. The Court finds and concludes that the Motion has been properly filed, served,
and noticed to all creditors and parties in interest who have been afforded adequate opportunity
to object to or to be heard on the Motion.
NOW THEREFORE, based on the above findings of fact and conclusions of law, it is
ORDERED, ADJUDGED AND DECREED as follows:
1. That the sale of the Property to the Purchasers, including the interest of the
Debtors therein, pursuant to the terms set forth in the Contract, is APPROVED. Further, if the
Purchaser elects to have a survey of the Property performed, the Debtors are authorized to
execute and acknowledge a quit claim deed to Purchaser utilizing the legal description of the
Property as determined by the survey.
2. The sale of the Debtors' interest in the Property shall be free and clear of all liens,
interests, and other claims, including those set forth herein, pursuant to 11 U.S.C. § 363(b)(1)
and (f), with all liens, interests, and claims against the Property to be transferred and to attach to
the sales proceeds with the same nature, validity, priority and extent as each had before such sale
and in accordance with the Bankruptcy Code.
3. The proceeds of the sale of any unencumbercd or under -encumbered property
shall be subject to payment of all reasonable administrative costs of this proceeding as provided I
for by Sections 330, 503, 507, and other applicable sections of the Bankruptcy Code, as the

Case 09-08106-8-JRL Doc 109 Filed 04/27/10 Entered 04/27/10 15:13:48 Page 6 of 9
Court may allow. The proceeds of sale of any over -encumbered property shall be subject to the
payment of the reasonable, necessary costs and expenses of preserving, or disposing of, such
property, to the extent of any benefit to the holder of an allowed secured claim as provided for by
Section 506(c), such costs and expenses, including commissions paid to the real estate broker,
the fees and expenses of the Debtors' bankruptcy counsel, and the quarterly fee incurred as a
result of any sale, to be approved by this Court.
4. The Court reserves for subsequent determination the validity, priority, and extent
of all liens, encumbrances, claims, rights and other interests in the Debtors' interest in the
Property.
6. The Purchasers of the Property do not assume, shall have no liability for, and shall
not in any manner be responsible for any liabilities or obligations of the Debtors, whether in rem
claims or in personam claims.
7. All creditors and claimants of the Debtors, and all persons having an interest of
any nature derived through the Debtors, are permanently enjoined from pursuing any action
against the Purchasers of the Property or the Property once acquired by the Purchasers.
8. This order authorizing is not stayed pursuant to Bankruptcy Rule 6004(g) but is
immediately effective.
"END OF DOCUMENT"

Case 09-08106-8-JRL Doc 109 Filed 04/27/10 Entered 04/27/1015:13:48 Page 7 of 9
EXHIBIT
TRACT ONE:
Being a parcel of land lying and situate is Cape Feu• Township, Nnv 118110ver County,
North Camino, at being mom pat tioulaQy desarbed as follows:
Beenuing at a nuboad spike in the %wAudytight of way Line ofUS Highway 421, a 150
foot public deht of way; said point of beginning lying and being N 19' 28' 30' W 8133
fed Am a North Carolina Dt pit of Trans odadoa dghWf-waymoo mad in the said
A&Qfwtly tine, add dgbt• of way monument being designated as station CS
M+00.09 tight 75 Rat as sbown on rho plans for NC Slate Project Reference No.
&13=01; diction ftto the point of beginning and with the tight of way a curve to the
right whose chord bearing and distance am
(1) S 20' 00' 19' B 81.44 het (with an length of I I AS feet, radius of 56S4.S8 feet,
and delta angle of 00' 49' 31"), crossbt8 an hon pipe lbund at u chord dlatance of
34.411bet, to a point in the sad tightofway, w.eommon eamerwith lends now or
formerly Ore propeify of Chada Ohnmacbt at al. as recorded fa DB 5051 P 1999 (Tract
2)in traNew, Hanover County Registry; ibence leaving the hlght of way and with the lime
of iact2
(!) S 72'23' 00' W 21799 *et to an iron pipe set, a common coiner with the said
Iint2; thecco with the line of Tract 2
(3) S 18' WOO' E 200.00 Scot to an iron pipe set, a common comer with the add Tract
2; thence with the Una of Inset 2
(4)N72023' 006B 74,12feettoanimapipera,acommon coiner with land$now or
iosmedy the proputy of'Chades Ohoataabtotal. as moosded in DB $060 P 1483 in the
New Hanover Cotmty Registry; meaoe with the 8no of DB S060 P 2483
(3) 817' 37' W B 30220 feat loan ion rod 0am4 acomrrmn corner with DB 5060 P
101 and with lauds now at tbrmnty the pmpmty of Gosab Marine Metes Fabrication,
Lao., as recorded to DB 2539 P 6W in theNew ilaawm County Registry; thence with
the line ofGords Marine Metal Fabrication
-• •(6)8.70=16L43=1St--107 70teeHo.aniron,rod•foundra eommon-corneewith tbosad-
Gar2a Marne Metal Fabdeatom, fnr:., theaee with the line of Gore's Mwine Metal
Fandcadion, Inc.
(7) S 18' 33' 55" B 95.67 fW to an iron pipe found, a common comet with the said
Goce's MmineMetal Fabrication, Inn.; thence with the line of Gore's Matins Metal
Fabrication, btc

Case 09-08106-8-JRL -Doc 10ff Filed 04/27/10 Entered 04/27/10 15:13,48 Page 8'df 9
(8) 872' 29'.07" W 249.56 feet to on Lao pipe fluad in The antibody tight ofway line
of Flpal7tg Skes1, a 60-fool prtbliatigbt of way forbaly loioven as Second Streat•, theoee
with the tight of way
(9) N 69' 13' 50" W 6S6.74 led to an Lon rod found, a common eosner with hands
now o hwunrfy, the property hfChasics 0homaeht, St. et al, at recorded In 08 4708 P
71S b tbeNaw HaaovcrCouW1tagishy; tltenee leaving do right of way and with the
line ofDS 470S P 715 1%
(10) N 38' 3S' 500 E 35S4 feet to an ban pipe found; tlratee with the iota ofDS 4708
P 7I5
(lQN77'Sl'22"W 423.44tcottoga konplpafound In. the vatarlysigbtofwayline
ofiba Seaboard CosstUnis PAD Road Comp taw, said ilght ofway being 130 feet In
width; thence with she life of the Seaboard Coast Lora Ralbosd right of way
(12)N07013429'W 323.glfeettoanit=pipetbaod;thence with the rtghtofwaya
curve to ttm Ie8 whose eboed beating and dlrbnee are
(13)N10•5r 33" W 3S4.07rmt (wlthtaotengthof 35432@at,nd1u%of2797.86
feet, sod delta fngie of 07' 10 090), crossing an bun pipe tb®d at a chord distance of
321 B8 flee, to a found fight cfway 030000tw , a common cum with beads now or
tart%alylhepropatyofScuMM?4eblaReeyeiiegasreowded[BOB 1432P 103S;
theaeeleavbtgtharailroadrfghtofwayand with the Una ofSowhaaMetals Recycling a
(14) 9 80' 56' 32" E 1395.09 trot to lhepofat ofbeglanbtg, contdWng 2153 acres mono
or lea. and compil:ing all of those tends at ooavayed to Pardsh Auto Pasta by deed dated
1f1y23,1988 and recorded Oetobw3,1988 In DE 1432 P 1098, together with a poetoa
of those fonds -a conveyed to Pudsh Used Parts and Wreetsr Service by dbod dated
!haft 18,1935 and recorded tuly 26.198S to DS 1292 P 1190, ell in the New Hanover
Counly Registy, subjaa, bowevcr, to a 70-foot transmission line easement of tbo
CatelhnLPower and Light Company elessing the ttael described above.
LESS AND EXCEPT all of the real property shown on map entitled "Boundary Survey
2813/2803 Hwy 421 North" and labeled as "PARCEL I", containing 9,165 square feet t,
said map being recorded in Map Book 48, Page 285, New Hanover County Registry,
rekrcnce to which is made for a more particular description, and which was conveyed to
Care's Metal Fabrication, Inc. by deed recorded in Book 5248 at Page 339 of the New
Hanover County Registry.

Case 09-08106-8-JRL Doc 109 -Filed 04/27/10 Entered 04/27/10 15,13:48 Page 9 of 9
TRACT TWO:
BEGINNING at an iron pipe in the Western line of us. Highway No. 421 (new
Niggerhead Road, 150 foot right -of --way) that is North 18 degrees 08 minutes West 55.38
feet from aeo=mte monument at the Southern end ofa curve in said, said monument
being North 17 degrees 42 minutes West along said lime of said road 862.88 feet from its
Intersection with the Northwestern line of Royal Street (70 foot right -of --way). Royal
Street connects Fayetteville Avenue in Flemington, with said highway and is located
about 1500 feet Southeastwordly along Fayetteville Street from the A.C.L.R.R. (Yadkin
Branch): moving thence from said Beginning point South 72 degrees 19 minutes West
217.84 feet to an iron pipe; thence North 18 degrees 49 minutes West 200.0 feet to an
iron pipe; thence North 72 degrees I8 minutes East 217.84 feet to an iron pine in the
Western line of said rood; thence Sauthwardly along said line of said road as it curves to
the West to the Beginning point. Said Beginning point being South 18 degrees 49
minutes Writ 200.01eet from the preceding point. The some containing 1.0 acre and
being a portion of the first tract as described in the deed to Hanover Company, Inc
recorded in Book 684. at Page 220 of the New Hanover County Registry.
TRACT THREE:
BEING all of the real property shown on map entitled "Boundary Survey 2813M03
Hwy 421 North" and labeled as "PARCEL 2", containing 9.165 square feet t, said map
being recorded in Map Book 48, page 285, New Hanover County Registry, reference to
which is made for a more particular description.

JENNIFER H. MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
fHifNlNflyfHNllNlffNfNflfHHf IifflHiHllHfiNfNl Nf1N11f Hf fiflNlff Iif 111fii.Hf Hfflf 11fi f1Hlfiif1111N1f
Filed For Registration:
Book:
Document No.
05N4J201001:19:46 PM
RE 5486 Page: 5-19
2010013273
15 PGS $58.00
NC REAL ESTATE EXCISE TAX: $2,300.00
Recorder: CARTER, CAROLYN
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2010013273*
2010013273

F7S
Soils Engineering and Testing Services
Tripp Engineering, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Attention: Mr. Lee Galloway
September 24, 2010
Reference: Seasonal High Watertable Estimate
Proposed Stormwater Pond
Hwy 421 Pick & Pull
Wilmington, North Carolina
RFTS Job No. 560-10
Dear Mr. Galloway:
RFTS is pleased to provide continued testing services during the design phase of the stormwater
infiltration structure at the Highway 421 Pick and Pull located in Wilmington, North Carolina.
Specific site grading plans had not been provided to us at the time this report was prepared.
DESCRIPTION OF ACTIVITIES AND FINDINGS
As requested, our staff returned to the site on September 21, 2010, to perform infiltration testing
at one location near the existing pond on the site. The purpose of this testing was to provide soil
parameters for stormwater infiltration design. An estimate of the seasonal highwater level was
provided in our previous report dated August 26, 2010.
Infiltration Testine
Infiltration testing was performed using a model 2800 Guelph Permeameter which is a
constant -head device which operates on the Marione siphon principle and is referenced in ASTM
D-5126. The permeameter is used to determine field saturated hydraulic conductivity in
centimeters per second for soil at a specified depth. This testing involves advancing a borehole to
the desired infiltration depth and introducing water at a constant head to determine the steady
state flow rate from which the hydraulic conductivity can be calculated. It was requested that this
testing be performed within the upper 12 inches below the existing surface. The results of our
permeameter testing are presented in Table 1.
RECOMMENDATIONS
Based on the results of our field testing and soil classifications at the test location, it is our
opinion that in order to achieve the steady state flow rate obtained during our testing we
recommend an ultimate application rate of 16.0 inch per hour for water introduced at a depth of
RFTS PLLC Committed to Responsive Se, vice
1305 3A Carolina Beach Ave N p Office 910-a58-1377
Carolina Beach North Carolina 28428 tuNvw r fisplic com Fax [phone]

w
Tripp Engineering, P.C.
RFTS Job No. 560-10
September 24, 2010
Page Two
approximately 10 inches below the existing ground surface. These recommendations should be
reviewed by appropriate regulatory authorities before finalizing the details of any civil design.
CLOSURE
Please find attached our field data and a sketch showing the approximate test locations. If you
have any questions after reviewing this letter, please do not hesitate to contact us at your
convenience.
Sincerely,
RFTS,PLLC
.J
David L. Winstead Steven D. Kell , P.E.
Field Operations Manager Senior Enginee
DLW SDKldIW
Attachments
SEA r
17639

Table 1
Guelph Permeameter Test Results
Stormwater Structure
Hwy 421 Pick and Pull
Wilmington, North Carolina
RFTS Job No. 560-10
Location
1
Depth in.
10
Hi (cm)
5
Ri cm/min)
19.8
Ris
(cm/sec)
0.33
H2(cm)
10
R2 (cm/min)
21.4
Res
(cm/sec
0.0.356
Kf, (cm/sec)
00113
(Dm (cm/sec)
0 367
a (cm)
0.031
Definition of Terms
Ri,Z — Established 3 or more constant rate of water level change (cm/min)
Ris, ss — Calculated steady state flow rates (cm/sec)
HI,z — Maintained Head of H2O (cm)
KIs — Calculated field saturated hydraulic conductivity (cm/sec)
0m — Matnc flux potential (cm/sec)
a — Alpha parameter
Depth — Depth of well hole (in.)
Location — Test location identification number
Note: Diameter of well is 3.0 cm.

ilt ,!Ii ill';
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��', .Ia IT•IIIiIfi. �1.__.. �'� �o:elY, •••,:. •.L?ti a
wSiTE HAN...
Legend
6 SHWT TEST LOCATION
B INFILTRATION TEST LOCATION
S AINFILTRATION TESTING
FIGURE 1
RF S
421 PICK PICK ANDND PULL FACILITY
DRAWING NOT TO SCALE
RFTS, PILC
WILMINGTON, NORTH CAROLINA
DATE: 9/24/10
1305 3A Carolina Beach Ave N
Carolina Beach, North Carolina 28428
Sods Engineering and
JOBNO 560-10
SKETCH: DLW
office 910-458-1377
Testing Services
REVIEW: SDK
Fax [phone]

i
R FISL
Soils Engineering and Testing Sep twces
Tripp Engineering, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Attention: Mr. Lee Galloway
August 26, 2010
Reference: Seasonal High Watertable Estimate
Proposed Stormwater Pond
Hwy 421 Pick & Pull
Wilmington, North Carolina
RFTS Job No. 560-10
Dear Mr. Galloway:
RFTS is pleased to provide testing services during the design phase of stormwater system for
Pick and Pull facility located off NC Highway 421 South located in Wilmington, North Carolina.
Specific site grading plans had not been provided to us at the time this report was prepared.
DESCRIPTION OF ACTIVITIES AND FINDINGS
As requested, our staff visited the site on August 25, 2010, to estimate the seasonal high
watertable and classify the soils at one location identified by you. The purpose of this testing was
to provide soil parameters for stormwater design.
Seasonal High Watertable Estimate
A hand auger boring was advanced at one location to a depth of approximately 3 '/2 feet below
the existing ground surface directly east of the existing pond on the site. The ground surface
elevation at this location is not known, but visually appeared to be approximately 2 feet higher
than the water level in the pond. The encountered soils were logged and visually classified by
'depth and a Munsell Soil Color Chart was used to determine the hue, value, and chroma of the
visually distinct soil layers. Our soil logs are presented in Table 1.
Soils encountered in our boring consisted of clean sands (USCS Soil Group SP) in the upper 20
inches below the existing ground surface. Below the depth of 20 inches and continuing through a
depth of 24 inches sand with silt (USCS Soil Group SM) was encountered. From 24 inches to the
boring termination depth of 38 inches clean sands were again encountered. Comparison of the
soils to the Munsell Chart suggests the presence of a limited zone of aerated soils indicative of
the seasonal water level approximately 11 inches below the ground surface within the
unsaturated zone Measurements made 30 minutes after augering indicate a depth to standing
water in the boreholes of 22 inches below the existing ground surface.
RFTS, FLLC Cmnmptted to Responsive Sep vice
1306 3A Carolina Beach Ave NOffice 910-458-1377
Carolina Beach North Carolina 28428 rnwm r fts(pllc cope Fax [phone]

RFTS Job No. 560-10
Tripp Engineering, P.C.
CLOSURE
Page Two
August 26, 2010
Please find attached our field data and a sketch showing the approximate test location. If you
have any questions after reviewing this letter, please do not hesitate to contact us at your
convenience.
Sincerely,
, PLLC
B:�
T
L. G-t��
David L. Winstead
Field Operations Manager
DLW/dlw
Attachments

Table 1
Munsell Soil Classifications
Proposed Stormwater Pond
Hwy 421 Pick & Pull
Wilmington, North Carolina
RIFTS Job No. 560-10
Loc
Soil Description
Hue
Value
Chroma
Depth
Comments
m.
1
Dark Yellowish Brown fine to
I OYR
4
6
0-1 1
medium SAND
Light Yellowish Brown fine to
2 SY
6
4
I 1-20
SHWT
medium SAND
Very Dark Brown fine to medium
2.5Y
3
2
20-24
H2O@22"
SAND with Silt
Yellowish Brown fine to medium
I OYR
5
6
24-38
SAND

Soils Engineering and
Legend
e APPROXIMATE TEST LOCATION
SEASONAL HIGH WATER ESTIMATE
FIGURE 1
421 PICK AND PULL FACILITY
DRAWING NOT TO SCALE
RFTS, PLLC
WILMINGTON, NORTH CAROLINA
DATE: 8/26/10
Caro 3lina Carolina Beach Ave N
Carolina Beach, North Carolina 28428
JOBNO, 560-10
SKETCH: DLW
Ofiice:910-458-1377
REVIEW: SDK
Fax: [phone]

Map Output
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