SW8990306_Historical File_20181019

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
WILLIAM E.(TOBY)VINSON,JR
Interim Director
October 19, 2018
Mr. Raiford G. Trask,Jr.
1202 Eastwood Road
Wilmington, NC 28403
Subject: Minor Modification and Correction
Westfall Office Park
Stormwater Permit No.SW8 990306
New Hanover County
Dear Mr.Trask:
The Wilmington Regional Office has issued several revisions to the subject project over the years. It
was most recently issued on May 15, 2018. While reviewing an offsite permit draining to this master
permit,the DEMLR discovered an error in the impervious accounting. Please replace the previously
issued permit with the enclosed corrected permit will be effective until April 10, 2023.
Historical Summary(See Attachments B &C):
1. 7/8/99: The original permit was issued.
2. 4/10/01: The permit was modified.
3. 11/14/06: The permit was modified.
4. 1/10/08: The permit was modified.
5. 6/17/15: The permit was modified.
6. 3/3/17: The permit was modified.
7. 5/15/18: The permit was corrected. On 11/14/06 and on 1/10/08,the DEMLR issued Plan
Revisions that unnecessarily complicated the impervious accounting of SW8 990306. In both
cases roads and other infrastructure totaling 23,369sf of impervious was added to SW8
990306. However,the master table for SW8 990306 was updated to show that this 23,369sf of
impervious was allocated inside of SW8 060944 rather than SW8 990306. The 23,369sf should
have been accounted for as "onsite road"for SW8 990306. That has been corrected by moving
23,369sf of impervious out of SW 060944 and counting it as "road"in SW8 990306. (See
Attachment B, 5/15/18). Additionally,the 11/14/06 SW8 060944 could have claimed 85%of
its lot area which would have been 34,001sf of impervious area though it only claimed
25,434sf. The difference,8,567sf,has been added as "future"allocation for SW8 060944.
8. 10/19/18:
a. SW8 990306/Westfield Office Park/Master Permit(Minor Modification and
Correction): The permit was corrected again to reflect further complications of the
11/14/06 and 1/10/08 modifications. The changes reflect corrections and
modifications to three permits (SW8 050321, SW8 180213, and SW8 131009)that
drain offsite to it as summarized below and as summarized in Attachments B and C.
This master permit has also been modified via a minor modification to reflect the
expansion of the Sir Tyler Drive right-of-way. Please add the approved sheets to the
previously approved set
lit l..,�
new�armaewiw�menuu uwm\ _
North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington.North Carolina 28405
910.796.7215

State Stormwater Permit No. SW8 990306
Page 2 of 3
b. SW8 050321/ FNB Properties (Correction): This permit was previously permitted •
44,056sf to Pond 1 and 105,785sf to Pond 2 for a total of 149,841sf. However,the tract
is allowed 85% of its project area which is more than 149,841sf The permit has been
corrected to allow 50,912sf to Pond 1 and 125,296sf to Pond 2 for a total of 176,208sf
of impervious. This value is 85% of its 207,304sf project area.
c. SW8 180213/ Renaissance Market(Correction): This permit's project area draining to
Pond 1 has been corrected. It reduced from 0.39ac to 0.32ac. The impervious area has
also been revised to reflect its impervious area to reflect allowance of 85% of its
project area. This decreased the amount of impervious area to Pond 1 from 14,415sf to
• 11,977sf The difference was removed from the proje.ct's"future"allocation which was
reduced from 10,712sf to 8,274sf. Additionally,the portion of the project draining to
Pond 3 had impervious area that was previously unclaimed. The impervious area
allocation to Pond 3 increased from 208,633sf to 210,333sf. This additional area was
added to its"future" allocation. Additionally,the previous permit incorrectly allocated
9,795sf of"existing"impervious which was noted in the 3/6/18 permit application as
having been built with the development of Gateway Bank. This has been corrected as
shown in Attachment C. •
d. SW8 131009/Goodwill (Correction&Minor Modification): The project area for
Goodwill (SW8 131009)was reduced/corrected from 68,345sf to 65,307sf The
impervious area was therefore reduced to its resultant 85%impervious from 58,093sf
to 55,511sf. Additionally,the impervious area has been reallocated as a minor
modification. The remaining"future" allocation is 10,442sf.
This project is subject to the conditions and limitations as specified in the corrected permit. Please pay
special attention to the conditions listed in this permit regarding the Operation and Maintenance of the
BMP(s),recordation of deed restrictions, certification of the project,procedures for changes of
ownership,transferring the permit,and renewing the permit. Failure to establish an adequate system
for operation and maintenance of the stormwater management system,to record deed restrictions,to
transfer the permit,or to renew the permit,will result in future compliance problems.
If any parts,requirements, or limitations contained in this permit are unacceptable,you have the right
to request an adjudicatory hearing by filing a written petition with the Office of Administrative
Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General
Statutes,and must be filed with the OAH within thirty(30) days of receipt of this permit. You should
contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details
of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-
431-3000, or visit their website at www.NCOAH.com.Unless such demands are made this permit shall
be final and binding.

State Stormwater Permit No. SW8 990306
Page 3 of 3
If you have any questions, need additional copies of the permit or approved plans,please contact Kelly
Johnson with DEMLR in the Wilmington Regional Office at(910) 796-7215.
Sincerely,
illia E. Toby) inson,Jr., PE, CPESC, CPM, Interim Director
Divisa n f Ene gy,"iinerai and Land Resources
GDS/kpj: \ tormwater\Permits&Projects\1999\990306 HD\2018 10 permit_correction 990306
enc: Attachment A: Designer's Certification Form
Attachment B: Impervious Summary
Attachment C: Correction Summary
cc: Mr.T.Jason Clark,PE,Norris&Tunstall Consulting Engineers
902 Market Street,Wilmington,NC 28401
New Hanover County Building Safety Department.
New Hanover County Engineering
NCDOT District Engineer
Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 990306
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Raiford G. Trask, Jr., Owner
Westfall Office Park
Military Cutoff Road at Sir Tyler Drive, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of 4 wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Energy, Mineral and Land
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until April 10, 2023 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater controls have been
designed to handle the runoff from a specific amount of built-upon area as
summarized in Attachment B.
3. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
4. The amount of built-upon area draining to each pond will be limited as indicated in
Section 1.6 of this permit, and per the approved plans.
5. No lot lines have been shown on the plans for the future development. The
maximum lot built-upon area for each future subdivided lot is limited to 85% of the
individual lot area.
Page 4 of 12

State Stormwater Management Systems
Permit No. SW8 990306
6. The following design criteria have been permitted for the four (4) proposed wet
detention ponds and must be maintained at design condition:
POND 1 POND 2 POND 3 POND 4
a. Drainage Area, acres: 5.18 17.21 8.62 25.15
Onsite, ft2: 225,640 749,668 375,487 1,095,534
Offsite, ft2: 0 0 0 0
b. Impervious Areal, ft2: 205,644 589,464 285,841 710,028
c. TSS Removal 90% 90% 90% 90%
d. Design Depth, feet: 7.5 7.5 7.5 7.5
e. Permanent Pool SA, ft2: 8,337 22,052 12,511 36,000
f. Permanent Pool Ele., fmsl: 13.5 14.3 15.0 14.0
g. Temporary Pool Ele. fmsl: 15.5 16.5 17.0 15.35
h. Provided Storage Volume, ft3: 19,631 54,250 28,806 68,580
i. Controlling Orifice, diameter: 2"cp 3"cp 2"cp 3"cp
j. Permanent Pool Volume, ft3: 30,373 83,070 47,104 96,637
k. Max. Fountain HP: 1/8 1/3 1/6 1/3
I. Receiving Stream (all ponds): UT Howe Creek
m. River Basin / Index Number CPF24 18-87-23
n. Stream Classification: "SA ORW" (chlorides 31 ppm)
'See Attachment B
II. 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.
3. The facilities shall be constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting data.
4. 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch
basins and piping.
g. Access to the outlet structure must be available at all times.
5. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Page 5 of 12

State Stormwater Management Systems
Permit No. SW8 990306
6. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain will be allowed in the stormwater treatment system, subject to the following
criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of
the pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for a fountain in Ponds 1, 2, 3 and 4 is 1/8, 1/3,
1/6, and 1/3, respectively as listed in Section 1.6 (k) of this permit.
7: Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
8. The Permittee shall maintain a copy of the approved plans and specifications on file
at all times.
9. The permittee is responsible for verifying that the proposed built-upon area does not
exceed the maximum allowed under this permit.
10. The runoff from all built-upon area within any of the drainage areas on the project
must be directed into the appropriate permitted stormwater control system.
11 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.
12. All future development projects within the drainage area of any permitted pond must
submit proposed plans to the Division for approval prior to construction. If the project
is owned by the permittee, a separate permit will not be required. If the project has
been sold, the new owner must submit an offsite permit application. In either case,
development plans must be submitted for approval.
13. Prior to the sale of any portion of the property, the following statements and
restrictions must be recorded with the Register of Deeds:
a. The built-upon area is limited to a maximum of 85% of the lot area. Built-upon
area includes, but is not limited to, impervious and partially impervious surfaces
such as structures, asphalt, concrete, brick, slate, coquina, gravel and permeable
pavement, but does not include raised, open wood decking, or the water surface
of swimming pools. The allocated amount of built-upon area for the lot includes
that portion of the right-of-way between the front lot line and the edge of
pavement.
b. All runoff from the built-upon area on the lot must be directed into the forebay of
the appropriate detention pond, as indicated on the approved plans.
c. The owner of any subdivided lot within the scope of stormwater permit SW8
990306 must submit an offsite permit application to the Division prior to any
construction on the lot.
Page 6 of 12

State Stormwater. Management Systems
Permit No. SW8 990306
14. A copy of the recorded deed restrictions must be submitted within 30 days of
recording.
15. An access/maintenance easement to the stormwater facilities shall be granted in
favor of the permittee if access to the stormwater facilities will be restricted by the
sale of any portion of the property.
16. The following actions will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built-upon area.
c. Further subdivision or sale of the project area, in whole or in part.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
17. The Director may determine that other revisions to the project should require a
modification to the permit.
18. 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.
19. The area of the project to the north of Pond 4 which is identified on the approved
drainage area map as Tracts F and G, is not included in the drainage area of any
pond. Prior to development this area must submit for either a permit modification or
an individual permit. If this area is sold, the permittee must provide the Division with
the name, address and phone number of the new owner within 30 days of the sale,
in writing.
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity_except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject
to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
2. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the stormwater rules, is subject to enforcement
action as set forth in North Carolina General Statute 143 Article 21.
Page 7 of 12

State Stormwater Management Systems
Permit No. SW8 990306
3. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management
systems.
5. The permittee grants DEQ Staff permission to enter the property for the purpose of
inspecting all components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or termination
does not stay any permit condition.
7. Built-upon area is defined as impervious and partially impervious surface such as
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and permeable
pavement, but does not include raised, uncovered, open slatted decking, or the
water surface of swimming pools.
Permit corrected and reissued this the 19th day of October 2018
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(74 SCZa
Tracy E. avis, P.E., irector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 990306
Page 8 of 12

State Stormwater Management Systems
Permit No. SW8 990306
Attachment A: Designer's Certification Form
Wesifall Office Park
Stormwater Permit No. SW8 990306
New Hanover County
Designer's Certification
, as a duly registered
in the State of North Carolina, having been
authorized to observe (periodically/weekly/full time) the construction of the project,
(P
roject)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 9 of 12

State Stormwater Management Systems
Permit No. SW8 990306
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted amount
of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains-to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and
a forebay.
14. The overall dimensions of the system, as shown on the approved
plans, are provided.
cc: NCDEQ-DEMLR Regional Office
New Hanover County Building Inspections
Page 10 of 12

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Attachment C-Correction&Minor Modification Summary
SW8 990306-Westfall Office Park-10/19/18
Total Pond 1 Pond 2 Pond 3 Pond 4
Correction Prior to Correction Prior to Correction Prior to Correction Correction Correction
10/19/18 5/15/18 10/19/18 5/15/18 10/19/18 5/15/18 5/15/18 10/19/18 10/19/18
SW8 060944 Project Areal 0.92 0.92 0.92 0.92 ac
(Gateway Bank) 40,001 40,001 40,001 40,001 `t2
SW8 060944 Max Impervious,85% I 34,001 34,001 34,001 34,001 ft2
SW8060944AIlocatec Impervious° 1 34,001 48,803 34,001 . 34,001 ft2
Onsite Buildings 4,469 4,469 4,469 4,469 ft2
Onsite Streets 0 0 0 0 ft2
Onsite Parking 19,692 19,692 19,692 19,692 ft2
Orsite Sidewalks 1,273 1,273 1,273 1,273 ft2
Future 8,567 0 8,567 8,567 ft2
Of`site` 0 23,369 0 0 ft2
SW8 990306 Plan Revisior,11/14/06' 0 13,535 0 0 ft2
SW8 990306 Plar Revision,1/10/083 0 9,834 0 0 ft2
SW8 050321 Project Area 4.76 1.38 1.38 3.38 3.38 ac
(FNB Properties) 207,304 59,897 59,897 147,407 147,407 ft2
SW8 050321 Max Impervious,85% 1 176,2081 50,9121 50,9121 125,2961 125,296 ft`
SWS 050321 Allocated Impervious 1 176,2081 44,0561 50,9121 105,7851 125,296 ft`
Onsite Buildings 29,340 12,050 12,050 17,290 17,290 ft2
Onsite Streets 0 0 0 0 0 ft2
Onsite Parkirg 106,300 22,680 22,680 83,620 83,620 ft2
Onsite Sidewalks 8,290 3,415 3,415 4,875 4,875 ft2
Future 12,767 0 12,767 0 19,511 ft2
Offsite' 0 5,911 0 0 0 ft2
SW8 990306 Plan Revisior,11/14/06 0 0 0 0 0 ft2
SW8 990306 Plan Revision,1/10/08 0 5,911 0 0 0 ft2
SW8 131009 Project Area' 1.50 1.57 1.50 Sc
(Goodwill) 65,307 68,345 65,307 re
SW8 131009 Max Impervious,85% I 55,5111 58,093 55,511 ft2
SW8 131009 Allocated Impervious I 55,5111 58,093 55,511 ft2
Orsite Buildings 45,069 11,988 -t`
Onsite Streets 0 0 t2
45,069
Orsite Parking 0 27,105 ft2
Orsite Sidewalks 0 2,049 ft2
Future 10,442 16,951 10,442 ft2
0ffsite' 0 0 0 ft2
SW8 990306 Plan Revision,11/14/06 0 0 0 ft2
SW8 990306 Plan Revision,1/10/08 0 0 0 fe
SW8 180213 Project Area 6.00 0.39 0.32 5.68 5.68 Sc2
(Renaissance Market) 261,541 16,959 14,091 247,450 247,450 It
SW8 180213 Max Impervious,85% I 222,3101 14,4151 11,977 210,333 210,333 ft2
SW8 180213 Allocated Impervious I 222,3101 14,4151 11,977 208,633 210,333 ft2
Onsite Buildings 165,186 0 0 45,546 fe
Onsite Streets 3,703 0 3,703 127,086 ft2
165,186
Onsite Parking 0 3,703 0 0 ft2
Onsite Sidewalks _ 0 0 0 6,128 ft2
Future 30,052 10,712 8,274 20,078 21,778 ft2
Existing' 0 0 0 9,795 0 ft2
O`fsite`'s 23,369 0 0 0 23,369 fe
SW8 990306 Plan Revision,11/14/06 13,535 0 0 D 13,535 ft2
SW8 990306 Plan Revision,1/10/08 9,834 0 0 0 9,834 ft2
'Per Deed BK5957/PG1056-1060&Map Book 50 Page 344
'Infrastructure improvements associated with Gateway Bank/Aduesta Bank
'New Access Road for Gateway Bank/Aquesta Bank
40n 11/14/06 and on 1/10/08,DEMLR issued Plan Revisions that unnecessarily complicated the impervious accounting of SW8 990306. In both cases roads and other
infrastructure totaling 23,369sf of impervious was added to SW8 990306. However,the master table for SW8 990306 was updated to show that this 23,369sf of
impervious was allocated inside of SW8 060944 rather than SW8 990306. The 23,369sf should have been accounted for as"onsite road"for SW8 990306. That has been
corrected by moving 23,369sf of impervious out of SW D60944 and counting it as"road"in SW8 990306. (See Attachment B,5/15/18). Additionally,the 11/14/06 SW8
060944 could have claimed 85%of its lot area which would have been 34,001sf of impervious area though it only claimed 25,434sf. The difference,8,567sf,has been
added as"future"allocation for SW8 060944.
'The 23,369sf permitted as Plan Revisions in 2006 and 2008 which was corrected on 5/15/18 to be part of SW8 990306 should have been corrected to have been part of
SW8 180213.
'SW8060944(Gateway Bank)has been corrected on 8/15/18. Its project area is 0.69ac rather than 0.92ac,and its impervious was therefore reduced to 85%of
0.69ac which is 25,434sf.
'On 1/10/08,SW8 990306 was revised and SW8 050321(FNB Properties)was incorrectly given 5,911sf of impervious area in Pond 1. SW8 050321 has been corrected on
8/15/18 to reflect its 38,145sf of impervious to Pond 1.
'The project area for Goodwill(SW8 131009)was reduced from 68,345sf to 65,307sf. That data is also reflected it this correction.
'The 9,795sf of"existing"impervious is noted in the 3/6/18 permit application as having been built with the development of Gateway Bank.

DEMLR USE ONLY
r Date Received Fee Paid Permit Number
a/airs sWg ago
STORMWATER PERMITTING FORM 7:
MINOR MODIFICATION
Standard Permitting Program-No Fee for Minor Modification
Express Permitting Program-See Express Fee Schedule
Only complete applications packages will be accepted and reviewed. This form and the required items(with
original signatures)must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at:http://dea.nc.aov/contact/regional-offices.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 15A NCAC 02H.1002, a minor modification is a change to the project that:
1)does not increase the net built-upon area;and/or
2)does not change the size or design of the SCM(s). NA:r *CM-11
A. GENERAL INFORMATION `N "' 11116
1. State Stormwater Permit Number: SW8 990306
2. Current Permit Holder's Company Name/Organization: Raiford G. Trask. Jr.
3. Signing Official's Name: Raiford G. Trask, Jr.
4. Signing Official's Title: Owner
5. Mailing Address: 1202 Eastwood Road
City: Wilminatan State: NC ZIP: 28403
6. Street Address(if different): :
City: State: ZIP:
7. Phone: [phone] Email: N/A PInce,.J. \vex Cl pciyeADA.c o M
8. Describe the minor modifications that you are requesting, including any rised BUA allocations(attach
additional pages or supporting tables similar to Section IV.10 of the original application, if needed):
This minor modification is due to the expansion of the Sir Tyler Dr. right-of-way. due to the development
of Lot E2B(Renaissance Market-SW8 180213). This minor modification also corrects allocation
for FNB Bank(SW8 050321)and Goodwill(SW8 131009).
B. SUBMITTAL REQUIREMENTS
Please mark"Y"to confirm the items are included with this form. Please mark"X"if previously provided. If not
applicable or not available, please mark N/A.:
Y 1. Two hard copies(with original signatures)and one electronic copy of this completed form.
Y 2. Two hard copies and one electronic copy of the revised plan sheets(must be a revision of the
originally approved plan sheets).
N/A 3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
the changes and a signed agreement to provide the final recorded document. `�
There is reallocation of BUA, but the Deed Restrictions remain unchanged. S5 ot&e a.
NIA 4. If applicable, the appropriate Express review fee. AUG 0 2 2018 ij
gY:
Stormwater Permit Form 7: Minor Modification Page 1 of 2 July 14,2017

C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf.
Design Professional's Name:T.Jason Clark.P.E.or John S.Tunstatl..P.E.
Consulting Firm:Norris&Tunstall c&cinsultina Ettalneers. P.C.
Mailing Address:902 Market St cc:
City:Wilminaton State:NC Zip 28401
Phone: f910) 343-9653 Fax: [phone]
Email::jcark ntenoineers com or itunstal entenaineers.com cc: anorristaIntenaineers.com
2. [OPTIONAL]If you would like to designate another person to answer questions about the project:
Name&Title:Tammy Spivey. pevekatnent Manacer
Organization:Trask Land Comoanv.Inc.
Mailing Address:1202 Eastwood Road
City:Wilmington State:NC Zip:28403
Phone: f910) 338-2237 Fax: (910) 799.8786
Email: tammylsklanc .cgp!
0. CERTIFICATION OF PERMITTEE
I, Raiford G.Trask. Jr. ,the current permittee,certify that I have authorized the minor
modifications listed in Section A and shown in the attached revised plan sheets. I further attest that this information is
accurate and complete to of knowledge.
Signature: -g Date: 4/ 1 i` _,Digs
I, >surA, -CwvwO ,a Notary Public for the State of e 0)412 Cit,r7'14.V4.-- ,
County of I\LI ) i vLo r-W ,dq t reby certify .`lira (h. 'iii►jtSk—d 1< _
i, n oRprggna, appeared before me this the L 1 day of. yi 1 ,20 ,and
400;9311,4dge the due execution of the forgoing instrument Witness my hand and official seal,
: co (Notary Seat
."--Atli*Signature c/V1(61-4.
My commisslon expires ‘ l I 124 Z 0 2-i_
reEtilt
AUG 0 2 2018
ICY:
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 8,2017

Johnson, Kelly
From: Jodi Kopa|a gkopa|[e-mail]>
Sent: Thursday, October 18' 281O9:49AK4
To: Johnson, Kelly
Subject [External] Information from Undo McLain
Attachments: 2O16 Annual ReporLpdf
'--------- -- ------ ------------ ------- --'--------------
'
Kelly,
Linda McLain asked rneto send you the attached information. Please see the last page of the document for the
information regarding Linda's title.
Rega rds,
Jodi Knpa|a
Goodwill Industries of Eastern NC
919'941-9600
z

(Ai Ici tea.
F
u
ROY COOPER NORTH CAROLINA
Gavetnor Environmental Quality
'11CHAEL S.REGAN
t;;ry
WILLIAM E.(TOBY)V!NSON,JR
ir::i'1,.Y:.istx.'i jar _
October 17, 2018
Via email only: [e-mail]
Mr.Raiford G.Trask,Jr.
1202 Eastwood Road
Wilmington,NC 28403
Via email only: [e-mail]
Ms.Linda McLain,Executive Vice President
Goodwill Community Foundation, Inc.
4808 Chin Page Road
Durham,NC 27703
Subject: Request for Additional Information
SW8 990306: Westfall Office Park
SW8 131009: Goodwill Sir Tyler Drive
New Hanover County
Dear Mr.Trask&Ms.McLain:
The Wilmington Regional Office received and accepted a modified State Stormwater Management
Permit Application for the subject projects on August 2,2018. We have exchanged several emails since
that date,with the first Request for Additional Information being sent on August 14, 2018. One item
still needs to be resolved. The two subject permits as well as two others (SW8 050321/1001 Military
Cutoff Road and SW8 180213/Renaissance Market)will all be modified and/or corrected
simultaneously to make their data consistent. This one item is needed for all four permits to proceed.
1. The SW8 131009 application is signed by Linda McLain. Ms.McLain is also the individual on the
current(1/8/14)permit. However,the NC Secretary of State's most recent documentation does not
list Ms.McLain as the Executive Vice President as is listed on the permit application. Since the
permittee is a non-profit, annual reports to the NC Secretary of State are not required and so it is
likely that there is documentation regarding her title outside of their website. Per 15A NCAC 02H
.1040,the application must be signed by a Vice President or higher. Please submit documentation
that Ms.Mclean holds this title.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to November 1,2018,or the application
will be returned as incomplete. Please note that only two letters requesting additional information
will be allowed. If the information provided after the second request is not sufficient to issue the
permit,the project will be returned. The return of a project will necessitate resubmission of all
required items,including the application fee.
If you need additional time to submit the information,please mail,email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter.The request must
indicate the date by which you expect to submit the required information,which shall be no later than
30 days past the original due date.The Division is allowed 90 days from the receipt of a completed
application to issue the permit
17R�YM9lG!{TYiI�Ee+[MM O/►��
North Carolina Department of Environmental Quality I DivlNlon of Energy,Mineral and Lahti Resource:
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
910.796.7215

State Stormwater Permit No.SW8 990306&SW8 131009
Page 2 of 2
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned application number on all correspondence. If you have any
questions concerning this matter, please feel free to call me at(910) 796-7215 or email me at
[e-mail].
Sincerely,
VL'SDVV�
Kelly Johnson
Environmental Engineer
GDS/kpj: \\\Stormwater\Permits&Projects\1999\990306 HD\2018 10 addinfo 990306
\\\Stormwater\Permits &Projects\2013\131009 Offsite\2018 10 addinfo 131009
cc: John Tunstall, PE (via email only,[e-mail])
Wilmington Regional Office Stormwater Permit File

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, October 17, 2018 10:59 AM
To: [e-mail]
Cc: John Tunstall;Jason Dark; 'Amy Norris'; '[e-mail]'
Subject: RE: [External] SW8 990306 (Westfall) &SW8 131009 (Goodwill) - N&T#17120 (Due to
Renaissance Market)
Attachments: 2018 10 addinfo 990306.docx
Ms. McLean,
Please see the attached letter. Is there some soli of documentation That you can emai! me that documents your
position as Executive Vice President? It is a legal requirement for permits to be signed by people who hold the position
of Vice President or higher, and I need to have that document on file. We normally download this type of document
from the NC Secretary of State, but since Goodwill is a non-profit you all do not file annual reports showing the
leadership of the corporation. For non-profits we normally receive an operating agreement listing the corporation's
leadership. But,any similar documentation will do.
Thanks,
Kelly
From: Amy Norris [mailto:[e-mail]]
Sent:Tuesday, October 2, 2018 10:23 AM
To:Johnson, Kelly<[e-mail]>
Cc:John Tunstall<[e-mail]>; [e-mail];Jason Clark<[e-mail]>
Subject: RE: [External] SW8 990306(Westfall) &SW8 131009 (Goodwill) - N&T#17120 (Due to Renaissance Market)
r--
:
e.rirt
Will check & let you know....i5 DEQ open today? I have 2 sewer submittals to deliver
From:Johnson, Kelly<[e-mail]>
Sent:Tuesday,October 2, 2018 10:13 AM
To:Amy Norris<[e-mail]>
Cc:John Tunstall<[e-mail]>;[e-mail];Jason Clark<[e-mail]>
Subject: RE: [External] SW8 990306(Westfall) &SW8 131009 (Goodwill)- N&T#17120 (Due to Renaissance Market)
Amy,
Has this come in yet? I have all of these drafted and ready to go.
Thanks,
Kelly
From: Amy Norris [mailto:[e-mail]]
Sent:Tuesday, August 21, 2018 8:12 AM
To:Johnson, Kelly<[e-mail]>
i

'AM `fl O ll
Johnson, Kelly Sf rr1113 (In 41Ns CNAi )
From: Amy Norris <[e-mail]>
Sent: Tuesday, October 2, 2018 10:23 AM
To: Johnson, Kelly
Cc: John Tunstall; [e-mail];Jason Clark
Subject: RE: [External] SW8 990306 (Westfall) &SW8 131009 (Goodwill) N&T#17120 (Due to
Renaissance Market)
CAUTION:
Report Spam.
check let you DE.0 +r4 i `. i. _mar'! have - sewer submittals to deliver
From:Johnson, Kelly<[e-mail]>
Sent: Tuesday,October 2, 2018 10:13 AM
To:Amy Norris<[e-mail]>
Cc:John Tunstall <[e-mail]>;[e-mail];Jason Clark<[e-mail]>
Subject: RE: [External]SW8 990306(Westfall) &SW8 131009(Goodwill)- N&T#17120 (Due to Renaissance Market)
Amy,
Has this come in yet? I have all of these drafted and ready to go.
Thanks,
Kelly
From:Amy Norris [mailto:anorrisPntengineers.com]
Sent:Tuesday,August 21, 2018 8:12 AM
To:Johnson, Kelly<[e-mail]>
Cc:John Tunstall <[e-mail]>;[e-mail];Jason Clark<[e-mail]>
Subject: [External] SW8 990306 (Westfall) &SW8 131009 (Goodwill) - N&T#17120(Due to Renaissance Market)
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly,
Good morning! I have just sent another email to the Goodwill representative (&copied an additional person on
it) to see if we can get you the requested signing authority documentation.
Amy
From:Johnson, Kelly<[e-mail]>
Sent: Monday,August 20,2018 2:10 PM
To:Amy Norris<[e-mail]>
Cc:John Tunstall <[e-mail]>;[e-mail]:Jason Clark<[e-mail]>
Subject: RE: [External]SW8 990306(Westfall) &SW8 131009(Goodwill)- N&T#17120(Due to Renaissance Market)
Amy,
1

•
I think we are all ready to go on this except for the signature authority for Goodwill. I didn't see that in the rmc:k ge.
that still TBD?
Thanks,
ICJ
From: Amy Norris [mailto:[e-mail]]
Sent:Tuesday,August 14, 2018 3:44 PM
To:Johnson, Kelly<[e-mail]>
Cc:John Tunstall <jtunstallPntengineers.com>;gience.xecva( gmail.com;Jason Clark<j rk:/-`nten'ineers.com>
Subject: [External] SW8 990306 (Westfall) &SW8 131009 (Goodwill) - N&T#17120 (Due to Renaissance Market)
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
A .
.arn
Kelly,
See my responses below h RED.
Amy
From:Johnson, Kelly 4..ejcv pa.Lnhns rlei nc_.ienr. oy>
Sent:Tuesday, August 14, 2018 3:02 PM
To:Jason Clark<LarkR.ntcngin ers.com>
Cc:Amy Norris<anc:r:sPotengineers.com>;John Tunstall <jtu [e-mail]>;g f_�ricexecvp(grr.ail.com
Subject: RE: [External] Re: SW8 990306 (Westfall) &SW8 131009 (Goodwill)
Jason,
I have drafted all four permits. But, I have to "officially" acknowledge that we have received the application for these by
sending the Notice of Receipt below.
1. SW8 990306: Westfall Office Park
a. Notice of Receipt: The Wilmington Office of the Division of Energy, Mineral, and Land Resources
(Stormwater Section) accepted the Stormwater Permit Application for SW8 990306 on 8/2/18. The
project has been assigned to me and you will be notified if additional information is needed. Please be
advised that the construction of built-upon area may not commence until the Stormwater Permit is
issued. Noted. The application did not reflect an email address for the applicant. Please provide an
email address for the owner(per 15A NCAC 02H.1042(2)(a)(vii) & (xi)) so that we can notify him/her of
this status. Raiford Trask,Jr. does not use email,which is why we put"N/A" in the email line. You can
send any correspondence to his assistant, Erica Julien at: ericaiulien17Pgmail.com.
b. Request for Additional Information: Please submit the latest recorded plats that we discussed on Friday
if you have not done so already. (You may have submitted them since Friday, but the mail here isn't
necessarily delivered to my office right away.) Please make sure that there are two for each of the four
permits being modified/corrected so that one can stay on file and the other will be sent to the
appropriate permittee. (Some of the copies may have already been submitted with the modification
packages.) UPS delivered to your office at 1:52 PM today two(2)copies of the latest recorded plat you
&Jason discussed. I didn't realize fully how all of this is ')eing handled, so I will UPS to you six(6) more
copies of the latest recorded plat,giving you a total of eight(8) as requested (needed).
2. SW8 131009: Goodwill Sir Tyler Drive
a. Notice of Receipt: The Wilmington Office of the Division of Energy, Mineral, and Land Resources
(Stormwater Section) accepted the Stormwater Permit Application for SW8 131009 on 8/2/18. The
project has been assigned to me and you will be notified if additional information is needed. Please be
2

advised that the construction of built-upon area may not commence until the Stormwater Permit is
issued. Noted.
b. Request for Additional Information: The application is signed by Linda McLain. Ms. McLain is also the
individual on the current(1/8/14) permit. However,the NC Secretary of State's most recent
documentation does not list Ms. McLain as the Executive Vice President as is listed on the application
(see attached). Since the permittee is a non-profit, annual reports to the NCSoS are not required and so
it is likely that there is documentation regarding her title outside of their website_ Per 15A NCAC 02H
.1040,the application must be signed by a Vice President or higher. Please submit documentation that
Ms. Mclean holds this title. I will email our Goodwill corAact person to provide additional signing
authority decumenta ian for Ms. McLain&either e-mail it to you or put in the above referenced
package coming your way on Westfall.
Thanks,
Kelly
From:Johnson, Kelly
Sent: Friday,August 10, 2018 2:56 PM
To: 'Jason Clark'<Lclark@nt ngineers.com>
Cc:Amy Norris<[e-mail]>;John Tunstall <itunstall r• ntengineers.com>
Subject: RE: [External] Re: SW8 990306 (Westfall) &SW8 131009 (Goodwill)
Thanks Jason. Yes, let's get the two copies of the latest recorded plat for any permits that it impacts. That way it will be
on file and hopefully we won't have to untangle this again in the future. (Also, FYI,technically if lot lines move from
what is permitted I am supposed to do it as a minor modification. But,since this is already so complicated I am just
going to do it as a correction to simplify things.)
Have a good weekend,
Kelly
From:Jason Clark [mailto:iclarkPntengineers.com]
Sent: Friday,August 10, 2018 9:48 AM
To:Johnson, Kelly<[e-mail]>
Cc:Amy Norris<[e-mail]>;John Tunstall <ItunstallPntengineers.com>
Subject: Re: [External] Re:SW8 990306 (Westfall) &SW8 131009 (Goodwill)
CAUTION External email.Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly,
Thank you. The latest Plat Map was submitted with the packages you received in Early July. The impervious lines on the
Goodwill,and Renaissance Market Plans remain unchanged. The Tract lines vary very slightly. That is why I submitted a
Revised SW-1 Plan Sheet. It shows the correct Tract lines with totals and etc. Note My mark through and corrected number
For the Total Impervious allowed on E2B-Rev 2.
If need be I can send you full size plan sheets of the attached on Monday for all permit files.
Thanks for your help.
T.Jason Clark, PE
3

a r
NORRIS & TUNSTALL
CoNs(rr:rlNG}.nc 1NEERS VC:.—
•
902 Market Street; Wilmington: NC 28401
910-343-9653 (Ext. 202) 1910-343-9604 (F)
jclark c(�,nterigineera f:o-A
It is the profess!on:al opinion:i of Norris& Tunstall Consulting Engin ers, RC. and Norris, Kuske&Tunstall Consulting ngineers, Inc.
that this el cti onic information provides dosign information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. in transferring the files in
electronic media format, Norris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall Consulting Engineers, Inc. makes
no representations.as tc the useklity or readability of documents resulting from the use of software application packages, operating
systems,or computer hardware dife•rina from those used by Ncrric&Tunstall Consulting Engineers, P.C. and Norris, Kuske&Tuns;all
Consulting Engineers, Inc. in the prr1ps+ation of such data.
From: "Johnson, Kelly" <kolhr.p.iotrinrsonPncde r.gov>
Date: Friday,August 10, 2018 at 9:31 AM
To:Jason Clark<iclarkt)ntengineers.corri>
Cc: Amy Norris <anorris(u7ntengin€ers.com>,John Tunstall <junstall nten in'ers.com>
Subject: RE: [External] Re: SW8 990306 (Westfall) &SW8 131009 (Goodwill)
Jason,
!think we are there, see attached. Just one final question. Does the highlighted statement mean that we have already
permitted that "latest recorded plat"? Or,do I need that new plan'Cr the file? (I think you are saying that the correct
plat is already permitted?)
Cetnrral !.. • ..
l isd you and Linda decided to modify the mast;"e/SW8''..r305 to%hrwv ifw changes far Cootlii'V t:uadlcr Ken s.,anc,,)?I jut want to mske sure that there arc
actual plan charges that need to be done for that ratht.•r than a correction which is just a paper exen is,to correct past mistakes.Are both Goodwill and
Renaissance being mated? (I think they are bused on what yoke submitted,bat I claret know if our titlr`math eie.n ise over the pant 24hrLt;hanged
anything.) t};.t" c. 11.:Di *:{ ;.c f.. .'l r`M1 iF,.r l i:.qt :'7 I.,,r:, to c.��,'k,} ) r;hBY 1 tTii,i Ai,r ➢•':ai lie latest
recorded plat reduced the total Tract Areas lmweY. i t'.;.t tlrr :'uri-.r ➢eYt: e. ,t to):<r-test l:tt`(;.:rtnt=ittsrltsr ,str; is
sr.`it.:'_51' or c,ante(14,4 ter 4t1:: °ut Y :cr; KIN..Ire:tot ins! rr. ;t:4t- f.4. ts.t rt.i.t.?..t E7di }:t' :tr.yttlti C?. spits,t.F#t'eJ b t.t`d
;*s=t. v:_trr:u! t. .,is.^.. If tit•,}t ;°,.; :; t ,g,,), Miitot 1ti1, i,:ii i;.. Y{,.:!4. Y t+: ts e+.0p.t permit to rorret:t,a':rtLt#t,:irsi;, a}r:u
this vs;.,.,)!'hors!iors on new rsx o•r:;:..,{ •.f ,,w, t .t+Yo Slut:se..ilr37,t.r.,nt.pi.:.tsc•do. Pir7;r4c,,
hr.:`{a4.. rerot ;r'fc
Here is the plan forward:
1. Goodwill: New Plans, minor mod
2. FNB: Correction
3. Renaissance: Correction
4. Westfall: Correction
5. ' Gateway: This didn't end up changing since 5/15/18. No correction needed.
If this is good, I will try to get these out this afternoon.
Thanks,
4

Kelly
From:Jason Clark (mailto:[e-mail]]
Sent:Tuesday,August 7,2018 9:13 AM
To:Johnson, Kelly<k31y.p.iohnson@ncr#enr.gov>
Cc:Amy Norris<[e-mail]>;John Tunstall <[e-mail]>
Subject: Re: [External] Re: SW8 990306 (Westfall) &SW8 131009 (Goodwill)
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly,
Please see below my responses to each of your items below in Red:
Thank you for corresponding with me to try to figure this out. I'll do what is necessary to get this straight asap, please tell me
what you need to proceed.
Thanks,
T. Jason Clark,PE
NOBS &TUNSTALL
t:UNMt,Cr1NG FM"ELM I!t'.--
902 Market Street,Wilmington, NC 28401
910-343-9653 (Ext. 202) 1910-343-9604 (F)
jelarka,ntengineers.com
It is the professional opinion of Norris&Tunstall Consulting Engineers,P.C.and Norris, Kuske&Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format,Norris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall Consulting Engineers, Inc.makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems,or computer hardware differing from those used by Norris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall
Consulting Engineers, Inc. in the preparation of sunh data.
From: "Johnson, Kelly"<[e-mail]>
Date: Friday,August 3, 2018 at 3:11 PM
To:Jason Clark<[e-mail]>
Cc:Amy Norris<anorrisPntengineers.com>,John Tunsta II <[e-mail]>
Subject: RE: [External] Re: SW8 990306 (Westfall) &SW8 131009 (Goodwill)
Jason,
OK. I think I have it worked out. Thanks for the clarification. I went through your notes and updated the tables.
5

Scanned Sheet:
Tract "E2B" was called "E2B Rev" in Attachment B (see cell C22). Is the Rev of significance or
should I just remove it? E2B REV or E2B Rev2 should be used. The latest Recored map s
Revision 2.
SW8 050321/FNB Properties looks like it can claim some future based on the project area reported
in that permit's application. I have added in the future in both Attachments B and C. OK, if you
want to go ahead and account for each lots total allowed BUA, that's fine. Al! Lots are .RllottL'J
85%.
SW8 0609.44/Gateway Bank now gets 25,434sf of BUA. I went back to that file to verify its lot size,
and it looks like they reported the size of the whole drainage area and not that specific lot on
the form in 2006. Can you verify that that lot is 29,922s1/8.62ac? Actual Gateway
Bank/Aquesta Bans'site Total Area is 0.92 Acres/40,001 sf. Please see attached info for this
lot. So the allotted BUA for this lot is 34,001 sf. This number should be in Master Table, reduce
from Future. The 2.5,434 sf number is what the Actual Off-Site Permit accounts for.
SW8 180213/Renaissance Park has a project area of 261,541 which would be allowed 210,333sf of
BUA at 85%. It was only claiming 188,555sf and so I added in 21,778sf of future. Actually
Renaissance Park, E2B REV 2, has a total area of 261,541 sf which would be allowed at total of
222,310 sf of BUA at 85%. In the table this 222,310 sf must be split with respect to which pond
it drains too. The tcta; E2B Rev 2 total area that drains to Pond 3 is 247,450 sf with 210,333 sf
of BUA at 85`i and total area that drains to Pond 1 is 14,091 sf with 11,977 sf of BUA at 85%. I
see you have done this'.n th2 Table.
Attachment C: I updated this table to match your numbers.
Attachment B: I updated this table to match Attachment C.
General Questions:
Had you and Linda decided to modify the master/SW8 990306 to show the changes for Goodwill (and/or
Renaissance)? I just want to make sure that there are actual plan changes that need to be done for that
rather than a correction which is just a paper exercise to correct past mistakes. Are both Goodwill and
Renaissance being modified? (I think they are based on what you submitted, but I don't know if our little
math exercise over the past 24hr changed anything.) There are no plan impervious changes to either
Goodwill or Renaissance Market,from what Linda Approved. The latest recorded plat reduced
the total Tract Areas. however the impervious shown on the plans didn't change. The
future impervious is reduced for each due to the Total Area of each Lot (E2B REV and Lot 2)
being reduced. The Goodwill Off-site should be modified based on the submitted app. If need
be we can provide Minor Modification for Renaissance Market permit to correct the
accounting. If you can make this correction administratively based on new recorded map, it
only effects the future allotment, please do. Please advise, see attached accounting for this
permit.
Gateway Bank/SW8 060944& FNB/SW8 050321:
I will issue a correction for these permits if that is appropriate. OK.
Can you verify that this a correction or do we need a modification to reflect plan changes? There are no plan changes for
Either Gateway or FNB with the development of our project.
Thanks,
Kelly
From:Jason Clark [mzilto:[e-mail]]
Sent: Friday, August 3, 2018 10:55 AM
To:Johnson, Kelly<kelly.pjohnsenr ncdenr.gov>
6

Cc:Amy Norris<anerris(lterigineers.com>;John Tunstall <j_-wr;stali6D,rtenf*iraer rs.cani>
Subject: Re: [External] Re: SW8 990306 (Westfall) &SW8 131009 (Goodwill)
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly,
The Plan revision sheet you sent for SW8 990306,Jan 10, 2008 is where part of the problem is. In fact the hand writing out to
the side I believe is mine. That is what I found when researching to update these permits when Renaissance Market(Or
maybe before that)was developed. We are trying to get to the same spot and correct the things that were accounted for
incorrectly.
There was also an accounting issue with the FNB Bank Permit SW8 050321. Fore some reason the 5,911 sf,from the Jan 10th
2008 permit that was permitted for the Gateway new Access,was added to the FNB Total in the Westfall Master Permit. FNB
was permitted for 38,145 sf in April 2005. The total in the master permit for FNB should be 38,145 sf, not 44,056. (44,056—
5,911 =38,145).
I tried to sum all this up when I submitted for the Renaissance Market Permit. Please see the attached accounting I believe is
correct and see if you agree. That is where the numbers In my new chart come from.
Note also to answer one of your questions, E2B contributes 188,555 sf to Pond 3 and 3703 sf to Pond 1 as of the Renaissance
Market Plan (180213). The total allotment for E2B is 85%or 222,310 sf(the 224,748 sf was incorrect on Plan sheet SW1). The
180213 permit impervious to Pond 3 (188,555 sf)accounts for 9,795 sf of impervious that was built as the access drive to the
Gateway Bank(now Aauesta Bank). Therefore it makes sense to include in the master table for the actual amount in the
Gateway Bank Permit 25,434 sf(see 060944 issued Nov 14, 2006).
Please review the above and let me know if you agree or if I need to further clarify. If need be, I'll be glad to meet with you.
Thanks,
T. Jason Clark,PE
NORRIS &TUNST LL
_-'{-=C;ONSUTING ENGINLLRS P.C.-- -
902 Market Street, Wilmington, NC 28401
910-343-9653 (Ext. 202) 1 910-343-9604 (F)
jclarkCa?ntengineers.com
It is the professional opinion of Norris&Tunstall Consulting Engineers, P.C. and Norris, Kuske&Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility.of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris&Tunstall Consulting Engineers, N.C.and Norris, Kuske& Tunstall Consulting Engineers, Inc.makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems,or computer hardware differing from those used by Norris&Tunstall Consulting Engineers, P.C. and Norris, Kuske&Tunstall
Consulting Engineers, Inc. in the preparation of such data.
7

From: "Johnson, Kelly" <kelly.p.johnson(ancdenr.gov>
Date:Thursday, August 2, 2018 at 3:57 PM
To:Jason Clark<iclarkPntengineers.com>
Cc: "Scott, Georgette" <[e-mail]>, Amy Norris<annrric(c+nter ineers.com> John Tunstall
<itunstalI !itengineers.com>
Subject: RE: [External] Re: SW8 990306 (Westfall) & SW8 131009 (Goodwill)
Jason,
Yes. It is very complicated. The correction was issued when SW8060941/4 was in-house for a transfer. I had to find the
most receot electronic file to modify, and the SW8060904 file had copses of two Plan Revisions for SW8990306 in the
folder because those revisions impeded S\A'8060904. (They are attached'`to this email). I asked Linda about this as well
because she has more history with this one than I do. (I have cc'd her because! do not know how this impacts
Renaissance Market,5W8180213) We decided to correct the master permit,SW8990306, so that I could put the correct
numbers in SW8060944.
The 2006 5W8990306 Plan Revision was for:1.3,535sf of roads/infrastructure related to 5W8060944, and the 2008
5W8990306 Plan Revision was for 9,834sf also for roads/infrastructure related to SW8060944. These sum to
23,369sf. The 23,369sf of impervious was added to SW8990306. However,the master table for SW8990306 was
updated at that time to show that this 23,369sf of impervious was el'ocated to SW8060944 rather than
SW8990306. The 23,369sf should have been accounted for as"onsite road"for SW8990306. It was corrected in May by
moving 23,369sf of impervious out of SW 060944 and counting it as "load" in SW8990306.
8

Attachment C- Correction Summary
Prior to Cerrett on
5/15/18 5/15/18
SW33 05 �44 Pro'e•:t Area --
0,51 0.92 a.
40,001 40,00.1 ft`
S?.8.3509 4 Max Irelnerr".t. ,85% 34..001 34,001 ft
•
SW8 060944 Allocated;rnner io is 48,603 34,001 it`
frtsite Buildings 4,469 4,469 ft'
19,691 19,692 Ft`
ensile Sl.de; aiks 1,2/a 1,273 fr
r ?i1r 0 8,567 ft'
G:tfs.it& 23,369 0 ft=.
SW8&90306 Pia, Revision,11/1 rr' ._. 13,535 C ft.:
�,t; '8 990.306 Plan Res,+islon,1J1Q/Oi18 1_ _T9,834 ..__�� �0 ft-
Per Deed BK5957/PG1056.1060&Mao Book 50 Page 344
. 13 tastru tute improvements associated:vIt'S Gateway
'1tit•!v Azcs ss Road far Gateway Bank/Acaresta Bank
'0:n 11/"+/06 and on 1/10/08,DINER issued Plan Revisions tsta'-
un rec L 5sara y complicated the impervious accounting of SW8
990306, In both cases toads and uti,e?inf'astructure totaling
13.359sf of impervious was added to SW8 990306. However,the
awiter table for.SW8 990306 VMS ululated to show that this
23,369sf of'impervious was allocated inside of SINS 0600944 rather
than SW8 990306. The 23,369sf should have been accounted for as
"accrue road"for SW8 990306, That has been corrected by moving
273,3694 of impervious out of SW 060944 and counting it as"road'..,
in SW8 990306. (See Attachment 8,5/15118). Additionally,the
11114i 06 SW8 060944 could hare claimed 85%of its lot area whicil
would have been 34,001sf of impervious area though it only claimed
2a,434sf. The difference,8,567.f,flas been added as'future
•allocation for SW8 060944,
Kelly
From:Jason Clark [mailto:[e-mail]]
Sent: Thursday,August 2,2018 3:14 PM
To:Johnson, Kelly<kellv.p.iohnsor, ncdenr.gov>
Cc:Scott, Georgette<georgette.scott(wrcderir.gov>;Amy Norris<[e-mail]>;John Tunstall
<[e-mail]>
Subject: [External] Re:SW8 990306 (Westfall) &SW8 131009 (Goodwill)
CAUTION:External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly,
Didn't think this could get more complicated. Who or what prompted you to correct the Permit in May? It was our
understanding after permitting Renaissance Market(SW8 180213)that we had to apply for permit updates for Goodwill and

the ROW for the Westfall Master Permit. We went and met with Linda and this was how we determined to handle the
projects after permitting Renaissance Market (SW8 180213).
I understood this as we discussed it then and when we submitted these two modifications, however I don't know where your
correction is coming from.
Please help me understand.
Thanks,
T. Jason Clark, PE
NORRIS TUNSTALL
a.iset rING LNGtNI's_R:Ai#'..'.
902 Market Street, Wilmington, NC 28401
910-343-9653 (Ext. 202) 1 910-343-9604 (F)
jc!arkcu>ntengineers_com
a is the professional opinion of Norris&Tunstall Consulting Engineers, P.C. and Norris, Kuske&Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the dr:te of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall Consulting Engineers, Inc. makes
ne repres stations as to the usability or readability of do uments resulting from the use of software application packages, operating
systems,or computer hardware differing from those used by Norris&Tunstall Consulting Engineers, P.C. and Norris, Kuske&Tunstall
Consulting Engineers, Inc. it the preparation of such data.
From: "Johnson, Kelly" <[e-mail]>
Date:Thursday, August 2, 2018 at 2:23 PM
To:Jason Clark<[e-mail]>
Cc: "Scott, Georgette" <a�[e-mail]>
Subject: SW8 990306 (Westfall) &SW8 131009 (Goodwill)
Jason,
We received these two applications, and I am trying to wrap my head around these numbers. I have attached the
correction I issued in May/which corrected two plan revisions from 2006 and 2008 so that one of the other offsites (SW8
060944) could be issued. It looks like the data you are submitting changes Goodwill (SW8 131009), changes the permit I
changed in May(SW8 060944)again, changes SW8 050321, and revises ROW data in Pond 1. it also says that 224,748sf
of"E2B" is allocated to that tract and that 188,555sf of that impervious drains to Pond 3. Where does the rest of E2B
drain? I am not sure I understand what you all are proposing to do. I updated the Excel file from May to try to
summarize all of this. Please see attached.
Thanks,
Kelly
io

K.eL� johwsolti
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington,NC 28405-3845
Phone: [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.
11

Johnson, Kelly
From: Johnson, Kelly
Sent: Tuesday, August 14, 2018 3:02 PM
To: 'Jason Clark'
Cc: 'Amy Norris'; 'John Tunsta!!'; '[e-mail]'
Subject: RE: [External] Re: SW8 990306 (Westf.9:I) Ei SW8 131009 (Goodwill)
Attachments: Goodwill.pdf
Jason,
I have drafted all four permits. But, I have to "officially" acknowledge that we have received the application for these by
sending the Notice of Receipt below.
1. SW8 990306: Westfall Office Park
a. Notice of Receipt: The Wilmington Office of the Division of Energy, Mineral, and Land Resources
(Stormwater Section) accepted the Stormwater Permit Application for SW8 990306 on 8/2/18. The
project has been assigned to me and you will be notified if additional information is needed. Please be
advised that the construction of built-upon area may not commence until the Stormwater Permit is
issued. The application did not reflect an email address for the applicant. Please provide an email
address for the owner(per 15A NCAC 02H.1042(2)(a)(vii) &(xi)) so that we can notify him/her of this
status.
b. Request for Additional Information: Please submit the latest recorded plats that we discussed on Friday
if you have not done so already. (You may have submitted them since Friday, but the mail here isn't
necessarily delivered to my office right away.) Please make sure that there are two for each of the four
permits being modified/corrected so that one can stay on file and the other will be sent to the
appropriate permittee. (Some of the copies may have already been submitted with the modification
packages.)
2. SW8 131009: Goodwill Sir Tyler Drive
a. Notice of Receipt: The Wilmington Office of the Division of Energy, Mineral, and Land Resources
(Stormwater Section) accepted the Stormwater Permit Application for SW8 131009 on 8/2/18. The
project has been assigned to me and you will be notified if additional information is needed. Please be
advised that the construction of built-upon area may not commence until the Stormwater Permit is
issued.
b. Request for Additional Information: The application is signed by Linda McLain. Ms. McLain is also the
individual on the current(1/8/14) permit. However,the NC Secretary of State's most recent
documentation does not list Ms. McLain as the Executive Vice President as is listed on the application
(see attached). Since the permittee is a non-profit, annual reports to the NCSoS are not required and so
it is likely that there is documentation regarding her title outside of their website. Per 15A NCAC 02H
.1040,the application must be signed by a Vice President or higher. Please submit documentation that
Ms. Mclean holds this title.
Thanks,
Kelly
From:Johnson, Kelly
Sent: Friday,August 10, 2018 2:56 PM
To: 'Jason Clark'<[e-mail]>
Cc:Amy Norris<[e-mail]>;John Tu;stall <[e-mail]>
Subject: RE: [External] Re:SW8 990306 (Westfall) &SW8 131009 (Goodwill)

•
Thanks Jason. Yes, let's get the two copies of the latest recorded plat for any permits that it impacts. That way it will be
on file and hopefully we won't have to untangle this again in the future. (Also, FYI,technically if lot lines move from
what is permitted I am supposed to do it as a minor modification. But,since this is already so complicated I am just
going to do it as a correction to simplify things.)
Have a good weekend,
Kelly
From:Jason Clark [mailto:[e-mail]]
Sent: Friday, August 10, 2018 9:48 AM
To:Johnson, Kelly <kelly.p.johnson!rcrlenr.:;ov>
Cc:Amy Norris <anorris@ntnngineer ,ron'>;John Tunstall <[e-mail]>
Subject: Re: [External] Re: SW8 990306 (Westfall) &SW8 131009 (Goodwill)
CAUTION:External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly,
Thank you. The latest Plat Map was submitted with the packages you received in Early July. The impervious lines on the
Goodwill, and Renaissance Market Plans remain unchanged. The Tract lines vary very slightly. That is why I submitted a
Revised SW-1 Plan Sheet. It shows the correct Tract lines with totals and etc. Note My mark through and corrected number
For the Total Impervious allowed on E2B-Rev 2.
If need be I can send you full size plan sheets of the attached on Monday for all permit files.
Thanks for your help.
T. Jason Clark, PE
i (;t)PItit Ft1Nt.I N(YJNFI lc ite.,.,.—
902 Market Street, Wilmington, NC 28401
910-343-9653 (Ext. 202) 1910-343-9604 (F)
j-Iccrrkentengineer; .co:_r
It is the professional opinion of Norris&Tunstall Consulting Engineers, P.C. and Norris, Kuske&Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the daia to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media forrrrt, Norris a Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems,or computer hardware differing from those used by Norris&Tunstall Consulting Engineers, P.C. and Norris, Kuske&Tunstall
Consulting Engineers, Inc. in the preparation of such data.
2

Dc,vMchr 'rican
Johnson, Kelly 'I '1(
From: Johnson, Kelly MO ctC.c43 ^"A►
Sent: Friday,August 10, 2018 2:56 PM
To: 'Jason Clark'
Cc: Amy Norris;John Tunstall
Subject: RE: [External] Re: SW8 990306 (Westfall) &SW8 131009 (Goodwill)
Thanks Jason. Yes, let's get the two copies of the latest recorded plat for any permits that it impacts. That way it will be
on file and hopefully we won't have to untangle this again in the future. (Also, FYI,technically if lot lines move from
what is permitted I am supposed to do it as a minor modification. But,since this is already so complicated I am just
going to do it as a correction to simplify things.)
Have a good weekend,
Kelly
From:Jason Clark [mailto:[e-mail]]
Sent: Friday,August 10, 2018 9:48 AM
To:Johnson, Kelly<[e-mail]>
Cc:Amy Norris<[e-mail]>;John Tunstall <[e-mail]>
Subject: Re: [External] Re:SW8 990306(Westfall) &SW8 131009(Goodwill)
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly,
Thank you. The latest Plat Map was submitted with the packages you received in Early July. The impervious lines on the
Goodwill,and Renaissance Market Plans remain unchanged. The Tract lines vary very slightly. That is why I submitted a
Revised SW-1 Plan Sheet. It shows the correct Tract lines with totals and etc. Note My mark through and corrected number
For the Total Impervious allowed on E2B-Rev 2.
If need be I can send you full size plan sheets of the attached on Monday for all permit files.
Thanks for your help.
T.Jason Clark,PE
NORRIS &TUNSTALL
CONSULTING ENGINEERS RC.— -
902 Market Street,Wilmington, NC 28401
910-343-9653 (Ext. 202) 1 910-343-9604 (F)
jclark©ntengineers.com
1

It is the professional opinion of Norris&Tunstall Consulting Engineers,P.C.and Norris, Kuske&Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall Consulting Engineers, Inc.makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems,or computer hardware differing from those used by Norris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall
Consulting Engineers, Inc.in the preparation of such data.
From: "Johnson, Kelly"<[e-mail]>
Date: Friday,August 10,2018 at 9:31 AM
To:Jason Clark<[e-mail]>
Cc:Amy Norris<[e-mail]>,John Tunstall<[e-mail]>
Subject: RE: [External] Re:SW8 990306(Westfall) &SW8 131009(Goodwill)
Jason,
I think we are there,see attached. Just one final question. Does the highlighted statement mean that we have already
permitted that"latest recorded plat"? Or, do I need that new plan for the file? (I think you are saying that the correct
plat is already permitted?)
General Questions:
Had you and Linda decided to modify the master/SW8 990306 to show the changes for Goodwill(and/or Renaissance)? I just want to make sure that there are
actual plan changes that need to be done For that rather than a correction which is just a paper exercise to correct past mistakes. Are both Goodwill and
Renaissance being modified?(I think they are based on what you submitted,but I don't know if our little math exercise over the past 24hr changed
anything.) The:.: no plan impervious changes to either Goodwill ar Renaissance Market,from what Linda Approved. The latest
recorded plat reduced the total Tract Amos,however the impervious shown on the plans didn't change. The future impervious is
reduced for each due to the Total Area of each Lot(E28 REV and Lot?)being reduced. The Goodwill Off site should be modified based
on the submitted app_ If need be we can provide Minor Modification for Renaissance Market permit to correct the accounting. II you
can make this correction administratively based on new recorded map,it only effects the future allotment,please do. Please advise,
see attached accounting for this permit.
Here is the plan forward:
1. Goodwill: New Plans, minor mod
2. FNB: Correction
3. Renaissance: Correction
4. Westfall: Correction
5. Gateway: This didn't end up changing since 5/15/18. No correction needed.
If this is good, 1 will try to get these out this afternoon.
Thanks,
Kelly
From:Jason Clark[mailto:[e-mail]
Sent:Tuesday,August 7,2018 9:13 AM
To:Johnson, Kelly<kelly.p.iohnson(ancdenr.gov>
Cc:Amy Norris<[e-mail]>;John Tunstall<[e-mail]>
Subject: Re: [External] Re:SW8 990306(Westfall)&SW8 131009(Goodwill)
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly,
2

Johnson, Kelly
From: Jason Clark <[e-mail]>
Sent: Tuesday,August 7, 2018 9:13 AM
To: Johnson, Kelly
Cc: Amy Norris;John Tunstall
Subject: Re: [External] Re: SW8 990306 (Westfall) &SW8 131009 (Goodwill)
Attachments: Gateway Lot Recording MB 50 Page 344.pdf;Accounting for Ren Market SW8 180213
based on Recorded Revised map.pdf
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly,
Please see below my responses to each of your items below in
Thank you for corresponding with me to try to figure this out. I'll do what is necessary to get this straight asap, please tell me
what you need to proceed.
Thanks,
T.Jason Clark,PE
NORRIS &TUNSTALL
CONSULTING ENGINEERS P.C.
902 Market Street, Wilmington, NC 28401
910-343-9653 (Ext. 202) 1 910-343-9604 (F)
jclarktc7r.ntengineers.com
It is the professional opinion of Norris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris&Tunstall Consulting Engineers, P.C. and Norris, Kuske&Tunstall Consulting Engineers, Inc.makes
no representations as to the usability or readability of documents resulting from the use of software application packages,operating
systems,or computer hardware differing from those used by Norris&Tunstall Consulting Engineers, P.C. and Norris, Kuske&Tunstall
Consulting Engineers, Inc.in the preparation of such data.
From:"Johnson, Kelly"<[e-mail]>
Date: Friday,August 3, 2018 at 3:11 PM
To:Jason Clark<[e-mail]>
1

•
Cc:Amy Norris<[e-mail]>,John Turrstall<[e-mail]>
Subject: RE: [External] Re: SW8 990306(Westfall) &SW8 131009(Goodwill)
Jason,
OK. I think I have it worked out. Thanks for the clarification. I went through your notes and updated the tables.
Scanned Sheet:
"E2B" was called "E2B Rev" in Attachment B (see cell C22). Is the Rev of significance or
should I just remove it? E2B REV or E2B Rev2 should be used. The latest Recored map is
Revision 2.
SW8 050321/FNB Properties looks like it can claim some future based on the project area reported
that permit's application. I have added in the future in both Attachments B and C. OK, if you
want to go ahead and account for each lots total allowed BUA,that's fine. All Lots are allotted
,a 85%.
v /8 060944/Gateway Bank now gets 25,434sf of BUA. I went back to that file to verify its lot size,
�\ and it looks like they reported the size of the whole drainage area and not that specific lot on
41- the form in 2006. Can you verify that that lot is 29,922sf/8.62ac? Actual Gateway
siy. ank/Aquesta Bank site Total Area is 0.92 Acres/40,001 sf. Please see attached info for this
<) j ot. So the allotted BUA for this lot is 34,001 sf. This number should be in Master Table, reduce
re Ej from Future. The 25,434 sf number is what the Actual Off-Site Permit accounts for.
4 S 8 180213/Renaissance Park has a project area of 261,541 which would be allowed 210,333sf of
BUA at 85%. It was only claiming 188,555sf and so I added in 21,778sf of future. Actually
Renaissance Park, E2B REV 2, has a total area of 261,541 sf which would be allowed at total of
222,310 sf of BUA at 85%. In the table this 222,310 sf must be split with respect to which pond
it drains too. The total E2B Rev 2 total area that drains to Pond 3 is 247,450 sf with 210,333 sf
of BUA at 85%and total area that drains to Pond 1 is 14,091 sf with 11,977 sf of BUA at 85%. I
see you have done this in the Table.
Attachment C: I updated this table to match your numbers.
Attachment B: I updated this table to match Attachment C.
General Questions:
Had you and Linda decided to modify the master/SW8 990306 to show the changes for Goodwill(and/or
Renaissance)? I just want to make sure that there are actual plan changes that need to be done for that
rather than a correction which is just a paper exercise to correct past mistakes. Are both Goodwill and
Renaissance being modified? (I think they are based on what you submitted, but I don't know if our little
math exercise over the past 24hr changed anything.) There are no plan impervious changes to either
Goodwill or Renaissance Market, from what Linda Approved. The latest recorded plat reduced
the total Tract Areas, however the impervious shown on the plans didn't change. The
1 future impervio .s i reduced for each due to the Total Area of each Lot (E2B REV and Lot 2)
being reduced5Thhe Goodwi I Off-site should be modili9 based on the submitted app. If need
'C� be we can provide Minor Modification for Renaissance ropcm,_, evkermit to correct the
accounting. If you can make this correction administratively based on new recorded map, it
only effects the future allotment, please do. Please advise, see attached accounting for this
flk_ permit.
Gateway Bank/SW8 060944&FNB/SW8 050321:
I will issue a correction for these permits if that is appropriate. OK.
Can you verify that this a correction or do we need a modification to reflect plan changes? There are no plan changes for
Either Gateway or FNB with the development of our project.
Thanks,
Kelly
2

From:Jason Clark[mailto:[e-mail]]
Sent: Friday,August 3,2018 10:55 AM
To:Johnson, Kelly<kelly.p.iohnson([e-mail]>
Cc:Amy Norris<[e-mail]>;John Tunstall<[e-mail]>
Subject: Re: [External] Re:SW8 990306(Westfall)&SW8 131009(Goodwill)
CAUTION: External email. Do not dick links or open attachments unless verified. Send all suspicious email as an attachment to
Kelly,
The Plan revision sheet you sent for SW8 990306,Jan 10,2008 is where part of the problem is. In fact the hand writing out to
the side I believe is mine. That is what I found when researching to update these permits when Renaissance Market(Or
maybe before that)was developed. We are trying to get to the same spot and correct the things that were accounted for
incorrectly.
There was also an accounting issue with the FNB Bank Permit SW8 050321. Fore some reason the 5,911 sf,from the Jan 10th
2008 permit that was permitted for the Gateway new Access,was added to the FNB Total in the Westfall Master Permit. FNB
was permitted for 38,145 sf in April 2005. The total in the master permit for FNB should be 38,145 sf, not 44,056. (44,056—
5,911=38,145).
I tried to sum all this up when I submitted for the Renaissance Market Permit. Please see the attached accounting I believe is
correct and see if you agree. That is where the numbers In my new chart come from.
Note also to answer one of your questions, E2B contributes 188,555 sf to Pond 3 and 3703 sf to Pond 1 as of the Renaissance
Market Plan (180213). The total allotment for E2B is 85%or 222,310 sf(the 224,748 sf was incorrect on Plan sheet SW1). The
180213 permit impervious to Pond 3 (188,555 sf)accounts for 9,795 sf of impervious that was built as the access drive to the
Gateway Bank(now Aquesta Bank). Therefore it makes sense to include in the master table for the actual amount in the
Gateway Bank Permit 25,434 sf(see 060944 issued Nov 14,2006).
Please review the above and let me know if you agree or if I need to further clarify. If need be, I'll be glad to meet with you.
Thanks,
T.Jason Clark,PE
NORRIS &TUNSTALL
--CONSULTING ENGINEERS RC.
902 Market Street,Wilmington, NC 28401
910-343-9653 (Ext. 202) 1 910-343-9604 (F)
jclark(cintengineers.com
It is the professional opinion of Norris&Tunstall Consulting Engineers, P.C. and Norris, Kuske&Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
3

systems,or computer hardware differing from those'used byNorris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: "Johnson, Kelly"<[e-mail]>
Date:Thursday,August 2,2018 at 3:57 PM
To:Jason Clark<[e-mail]>
Cc: "Scott,Georgette"<[e-mail]>,Amy Norris<[e-mail]>,John Tunstall
<[e-mail]>
Subject: RE: [External] Re:SW8 990306(Westfall) &SW8 131009(Goodwill)
Jason,
Yes. It is very complicated. The correction was issued when SW8060944 was in-house for a transfer. I had to find the
most recent electronic file to modify, and the SW8060904 file had copies of two Plan Revisions for SW8990306 in the
folder because those revisions impacted SW8060904. (They are attached to this email). I asked Linda about this as well
because she has more history with this one than I do. (I have cc'd her because I do not know how this impacts
Renaissance Market,SW8180213) We decided to correct the master permit,SW8990306,so that I could put the correct
numbers in SW8060944.
The 2006 SW8990306 Plan Revision was for 13,535sf of roads/infrastructure related to SW8060944, and the 2008
SW8990306 Plan Revision was for 9,834sf also for roads/infrastructure related to SW8060944. These sum to
23,369sf. The 23,369sf of impervious was added to SW8990306. However,the master table for SW8990306 was
updated at that time to show that this 23,369sf of impervious was allocated to SW8060944 rather than
SW8990306. The 23,369sf should have been accounted for as"onsite road"for SW8990306. It was corrected in May by
moving 23,369sf of impervious out of SW 060944 and counting it as"road" in SW8990306.
4

Attachment C-Correction Summary '
Prior to Correction
5/15/18 5/15/18
SW8 060944 Project Areal 0.92 0.92 a 2
40,001 40,001 ft
SW8 060944 Max impervious,85% 34,001 34,001 ft2
SW8 050944 Allocated Impervious 48,803 34,001 ft2
Onsite Buildings 4,469 4,459 ft2
Onsite Streets 0 0 ft'
Onsite Parking 19,692 19,592 ft`
Onsite Sidewalks 1;273 1,273 ft2
Future 0 8,557 ft2
Offsite` 233,369 0 ft`
SW8 990306 Plan Revision,11/14/06` 13,535 ft'
SW8 990306 Plan Revision,1/10/085 9,834 0 ft2
!Per Deed BK5957/PG10SS-1060&Map Book 50 Page 344
`Infrastructure improvements associated with Gateway
New Access Road for Gateway Bank/Aquesta Bank
40n 11/14/06 and on 1/10/08,DEMLR issued Plan Revisions that
unnecessarily complicated the impervious accounting of SW8
990306. In both cases roads and other infrastructure totaling
23,359sf of impervious was added to SW8 990306. However,the
master table for SW8 990306 was updated to show that this
23,369sf of impervious was allocated inside of SW8 060944 rather
than SW8 990305. The 23,369sf should have been accounted for as
"ons.ite road"for 5W8 990306. That has been corrected by moving
23,359sf of impervious out of SW 050944 and counting it as"road"
in 5W8 990306. ISee Attachment B,5/15/184. Additionally,the
11/14/06 SW8 060944 could have claimed 85%of its lot area which
would have been 34,001sf of impervious area though it only claimed
25,434sf. The difference,8,567sf,has been added as"future"
allocation for SW8 060944.
Kelly
From:Jason Clark [mailto:[e-mail]]
Sent:Thursday,August 2, 2018 3:14 PM
To:Johnson, Kelly<[e-mail]>
Cc:Scott,Georgette<[e-mail]>;Amy Norris<[e-mail]>;John Tunstall
<[e-mail]>
Subject: [External] Re:SW8 990306 (Westfall)&SW8 131009(Goodwill)
Ternre m-Yir. Do not c Thu s or open a ae men s un ess verf re•. en• a suspicious email as an attachment to
Kelly,
Didn't think this could get more complicated. Who or what prompted you to correct the Permit in May? It was our
understanding after permitting Renaissance Market(SW8 180213)that we had to apply for permit updates for Goodwill and
5

the ROW for the Westfall Master Permit. We went and met with Linda and this was how we determined to handle the
projects after permitting Renaissance Market(SW8 180213).
I understood this as we discussed it then and when we submitted these two modifications, however I don't know where your
correction is coming from.
Please help me understand.
Thanks,
T.Jason Clark,PE
NORRIS &TUNSTALL
CONSULTING ENGINEERS EC.
902 Market Street,Wilmington, NC 28401
910-343-9653(Ext. 202) 1910-343-9604(F)
jclark cantengineers.com
It is the professional opinion of Norris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall Consulting Engineers, Inc.makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems,or computer hardware differing from those used by Norris&Tunstall Consulting Engineers, P.C.and Norris, Kuske&Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: "Johnson, Kelly"<kellv.p.iohnsonPncdenr.gov>
Date:Thursday,August 2, 2018 at 2:23 PM
To:Jason Clark<[e-mail]>
Cc: "Scott, Georgette"<[e-mail]>
Subject:SW8 990306 (Westfall)&SW8 131009 (Goodwill)
Jason,
We received these two applications,and I am trying to wrap my head around these numbers. I have attached the
correction I issued in May,which corrected two plan revisions from 2006 and 2008 so that one of the other offsites(SW8
060944)could be issued. It looks like the data you are submitting changes Goodwill (SW8 131009),changes the permit I
changed in May(SW8 060944)again,changes SW8 050321,and revises ROW data in Pond 1. It also says that 224,748sf
of"E2B" is allocated to that tract and that 188,555sf of that impervious drains to Pond 3. Where does the rest of E2B
drain? I am not sure I understand what you all are proposing to do. I updated the Excel file from May to try to
summarize all of this. Please see attached.
Thanks,
Kelly
6

K LLjJoivtsow
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [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.
7

1.A.
491]
Attachment B
Impervious Area Master Table
SW8 990306-Westfall Office Park
DATE
a Pond 1 Pond 2 Pond 3 Pond 4 ¶
Permitted Permitted Permitted Prior to I Correction Permitted Permitted
5/15/18 DATE 5/15/18 5/15/18 I 5/15/18 DATE 5/15/18
Maximum Allocated Impervious Total: 205,644 _-205. 44 589.464 285,841 285,841 285 841 710,( 8
4Roads 29,400 . ' 6r37s - 31,112: 0 43469 Val ? 43,5601
Tract -1^ ��IyQS) f ?
Number r
Permitted OP BUA(485% 176,244 6 ] 558,352 285,841 262,472 226 J -f f 666,468
Offsite permits allocated BUA to date: 105,852 '1'l.,3541 \464,431 237,358 222.556 2,1 3,98q 620,674
Future OP Allocation Available: 70.392 '--)Z 5 I Ilk 9 921 48 483 39 916 1711 Q.5- 45,794
SW8 000210 Pharma Research !7,737
SW8 010703 Rx Express Marketing 1457
SW8 040807 Atlantic Animal Hospital 20,400
SW8 050321 FNB Properties 44.056 38,145. 105,"85'
SwR AW'.9445 Gateway Bank El 48,803 34,001 25,434
SW8 070409 The Pines I 281,074
.cWR 090?473 Westfall Medical Offices - \
0
SW8 090421 Wilmington Board of Realtors + 37R d:38R 55,55 8 1 61,012.
SW8 131009 Goodwill 58.093 . , :- I
SWR 140107' Springhill Suites "-- 79,010
SW8 150804 Mayfaire Flats I E2D1-R I 124,385
SW8 161108 FLATS on Main E2D2-R 1 .1 ME= 154 203
SW8 170702 Ashes Drive Office Buildingilli . 43,042
SW8 1802133 Renaissance Market E2B Rev 3,703 � ��188,555 188 Which -
a
t S,SS kitaio.irk
--
__- I I I
'Includes 8,000sf of offsite BUA from the road extension adj t to Ashes Driv •ffice Bldg.
'This permit was rescinded on January 8,2016 and was rep ed by SW8 1508',. r, j
'Includes 9,795 sf of existing BUA for the access drive a ' cent the Gateway ank parcel ow Aquesta Bank) �`` �01 5 hI 3 Eve �� �Kr
4The road area to Pond#1 needs to increase due to the dening of Sir Tyler'A rive.C.,. ctions to the BUA
amounts for FNB and the Goodwill need to be made a to the incorrect al .cation of:UA to these lots for the (Fiat". rr t4 c,r c
addition of the access drive.
'See Permit Correction,Attachment C(5/15/18)
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STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
WESTFALL MASTER/ GOODWILL OFFSITE
Wilmington, North Carolina
FOR
Raiford G. Trask, Jr.
1202 Eastwood Road
Wilmington, NC 28403
[phone]
AND
Goodwill Community Foundation, Inc.
4808 Chin Page Road
Durham, NC 27703
[phone]
yaF• s �• •
SEAL • '-
s,'.A ..c<`4,2qi isl t3
Sp! C\
July 2018 (Westfall &Goodwill)
February 2018 (Revised for State SW Express Meeting)
November 2017
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
902 Market Street �`'P,I+E'
Wilmington, North Carolina 28401 I,
[phone] tan 01 Z310 I1
[phone] (Fax)
License#C-3641 8 '
N&T Project No. 17120

NARRATIVE
WESTFALL MASTER/ GOODWILL OFFSITE
Receiving Stream Name: UT Howe Creek
Stream Class: SA; ORW
Stream Index Number: 18-87-23
DESCRIPTION:
This submittal is for minor revisions / modification to the overall Master Westfall
Stormwater Permit (SW8 990306) and the Goodwill Offsite Stormwater Permit (SW8
131009) due to the recent issuance of the Renaissance Market Offsite Permit (SW8
180213) on March 16, 2018. With the development of Renaissance Market, the right-of-
way for Sir Tyler Drive was expanded slightly. This right-of-way expansion also resulted
in the Goodwill lot (Lot 2) becoming slightly smaller. Submitted in these submittals
correct the Master Permit and the Offsite permit.
The Master Permit (SW8 990306) now includes the correct numbers for each lot and
the right-of-way draining to Ponds 1 and 3. This revision also corrects the impervious
from the FNB site (SW8 050321), which was incorrectly assigned 5,911 SF of
impervious that should have been assigned to the Gateway Bank site (see January 10,
2008 SW8 990306 Revision). This 5,911 SF was recently accounted for in the
Renaissance Market Permit (SW8 180213). The revised master table now accounts for
the FNB site to account for 38,145 SF of impervious as the April 7, 2005 permit
approved.
The Goodwill Offsite Permit (SW8 131009) revisions are due to the widening of the
right-of-way and the addition of 3,927 SF of impervious. The total Goodwill Lot (Lot 2)
was reduced from 68,345 SF to 65,307 SF. This reduction of lot area is included in the
Master Table and results in a total impervious allowance of 55,511 SF. Our plan sheet
SW1 shows a permitted impervious amount for the Goodwill sjfe to be 45,069 SF with
10,442 SF of Future.
AUG 0 L C 8
BY:
2

Application Completeness Review Checklist
Project Name: (JR 4 rwi1 Date Delivered to wI RO: Jue l 1 Q (2
BIMS Received/Accepted Date: ,6711/( 'Z (
Project County/Location: {�C- __ __ *BIMS Acknowledged Date:
IRu el (s): 02017 Coastal 2008 Coastal +1995 Coastal ElPhase II l Universal EBBS Conte T
IPermit Action: New/Major Mod )nor Mod Renewal/Transfer n**New Permit#: s J
Permit Type: f LD/LD Overall/Hid&LD Combo Q. xisting Permit#: 9 7030[, i
General Permit/Offsite/Exempt/Rescission OPE Cert on File?
SCM Type(s): _ _ f]Offsite to SW8:
Development Type: �Cemmerci.=s`/Residential/Other Olvlaster PE Cert on File? +
Subdivided?: _ Subdivision of le Lot
For New or Transferred Permits Permittee is: , Stream Class:
Property Owner(s) ❑Developer OLessee ®'Purchaser 0HOA DSA Map ❑ORW Map i
Paperwork Emailed Engineer on:
®Supplement(s) (1 original per BMP;
®O&M with correct/original signatures(1 original per BMP except LSIVFS and swaies)
implication with correct/original signatures DEmail Address: Design Engineer
Corp or LLC: Sig. Auth.per SoS or Signature Authorization letter or report DEmail Address: Property Owner
0$505 (within 6mo) Check#(s): ENo Fee ®Deed
Soils Report:w/SHWT or General Report DEmail Address: Lessee
f 4(le, cJ-
Calculations (signed/sealed) - Lease Agreement
Deed Restrictions, if subdivided: �"Pr �� `p' Email Address: Purchaser
❑**Signed &Notarized Template EPurchase Agreement
Correct Template (Comm/Res & HD/LD) or Dec. Covenants& Rest. ElErnail Address: Developer
ORecorded Covenants DEmail Address: HOA Representative
Recorded Plats 050%or more Lots Sold List
OPfoject Narrative
0USGS Map
Plans
L. 2 Sets ®Wetlands: Delineated or No Wetlands
icinity Map 0Project Boundaries
EILeegend Layout(proposed BUA dimensions)
A Maps 'eetails (roads,cul-de-sacs, curbs, sidewalks,. BMPs.. Buildings,etc)
fExistin,g Conditions 0Landscape Plan
Grading Seal
REVIEWER NAME: NOTES TO REVIEWER: *Enter BIMS Acknowledged Date on this Sheet
'"*FOR NEW Projects-Enter New Permit#on
Supplements& Deed Restiction Templates.
PL-31-9Ly
WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist 2018 03 13

NORRIS & TUNSTALL
CONSULTING ENGINEERS RC.
902 Market Street 1429 Ash-Little River Road
Wilmington,NC 28401 Ash,NC 28420
[phone] [phone]
[phone] Fax [phone] Fax
John S.Tunstall,P.E. J.Phillip Norris,P.E.
T.Jason Clark,P.E. Thomas J.Scheetz,E.I.
Joseph S.Hill,Jr.,P.E.
July 18, 2018
Ms. Georgette Scott, Stormwater Supervisor
NC DEQ
Division of Energy, Mineral and Land Resources—State Stormwater Program
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Minor Modification Submittal (SW8 990306)
Westfall Office Park
Wilmington, NC
N&T Project No. 98244 (Due to 17120)
Dear Ms. Scott:
Enclosed are two (2) sets of revised plans for the above referenced project, one (1) copy of the
Stormwater Narrative, two (2) original Division of Water Quality Stormwater Management
Permit Revision applications, and one (1) CD (plans and application) for your review and
approval.
Please feel free to contact us with any questions or comments you may have. Thank you for
your assistance on this project.
Sincerely,
NORRIS &TUNSTALL d Ra
REPtiCONSULTING ENGINEERS, P.C. E�% �
JUL 19 2018
0,,3& aoa 11,31
T. Jason Clark, P. E. BY'
TJC/asn
17120 07-18-18-s-sw-minor mod-Itr(98244) E l V
Enclosures AUS 0 2 2018
BY:
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NCBF.T S License C-3641