SW8150903_HISTORICAL FILE_20151013

f
STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 l5q0
DOC TYPE ❑ CURRENT PERMIT
El APPROVED PLANS
[2 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Rots I 03
YYYYMMDD

North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
October 13, 2015
Mr.,Matthew A. Parr, Manager
MAPNC, LLC
PO Box 802
Wrightsville Beach, NC 28480
Subject: State Stormwater Management Permit No. SW8 150903
Parr Dental Office
High Density Commercial Permeable Pavement Project also served by an
Offsite System
Pender County
Dear Mr. Parr:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for the Parr Dental Office on October 7, 2015. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 150903, dated October 13, 2015, for the construction, operation,
and maintenance of the BMP's, built-upon areas, and the runoff conveyance / collection system
associated with the subject project.
This permit shall be effective from the date of issuance until October 13, 2023, and shall be subject
to the conditions and limitations as specified therein. 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 BMP's, procedures for changing 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 certify the BMP's, 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 919-431-30001 ror visit their website at www.NCOAH.com. Unless such demands are
made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Christine Hall at [phone].
Sincerely,
Ni Tracy Dayis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/canh: \\\Stormwater\Permits & Projects\2015\150903 HD\2015 10 permit 150903
cc: Jason Clark, Norris&Tunstall Consulting Engineers
Ricky D. Carl Manager, Lowe's Home Centers, LLC; 1000 Lowe's Blvd; Mooresville, NC
28117
Stewart Scott and Devin Stanley;,Lowe's Home Centers, LLC; 1605 Curtis Bridge Rd.;
Wilkesboro, NC 28697
Pender County Building Inspections
Wilmington Regional Office Stormwater File
Division of Energy, Mineral,and Land Resources
Land Quality Section-Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington,North Carolina 28405
[phone]/Fax:[phone]•Internet: hfp://portal.ncdenr.org/web/Ir/
An Equal Opportunity 1 Affirmative Action Employer-Made in part by recycled paper

State Stormwater Management Systems
Permit Number SW8 150903
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended and other applicable Laws, Rules, and Regulations,
PERMISSION IS HEREBY GRANTED TO
MAPNC, LLC
Parr Dental Office
NC Hwy 210, Surf City, Pender County
FOR THE
construction, operation and maintenance of two (2) areas of permeable pavement as well as runoff
to be treated in an offsite permitted stormwater facility in compliance with the provisions of SL 2008-
211 and Title 15A NCAC 2H .1000 (hereafter the "stormwater rules') and the approved stormwater
management plans, application, supplement, specifications and other supporting data as attached
and on file with and approved by the Division of Energy, Mineral and Land Resources (hereafter
referred to as the Division or DEMLR) and considered a part of this permit. The stormwater runoff
from the offsite portion of this project will be routed to the offsite infiltration basin #5 operated and
maintained by Lowe's Home Centers, LLC under the terms and conditions set forth in the latest
version of Permit No. SW8 050502.
This permit shall be effective from the date of issuance until October 13, 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. The runoff associated with the offsite portions of this project have been approved to be
discharged into a stormwater management system permitted under the latest version of SW8
050502. The built-upon area allocated to this development, identified as Lot 2, by Stormwater
Management Permit No. SW8 050502, is 38,724 square feet. Within the offsite portions, this
project proposes 20,709 square feet of built-upon area. The amount of built-upon area
available for future development within the offsite portions of this project is 18,015 square feet.
3. This permit also covers the construction of permeable pavement and adjacent built-upon area
that will be treated the approved permeable pavement system as described in Section 1.7.
4. The permeable pavement has been designed to handle the 10-year, 24-hour storm event
without discharging through infiltration.
5. The project shall provide a minimum 50' wide vegetated buffer adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of streams and rivers, and the mean high water line of tidal waters.
6. The runoff from all built-upon area within the permitted drainage areas of this project must be
collected and conveyed to the permitted permeable pavement or the offsite stormwater BMP.
Page 2 of 8

State Stormwater Management Systems
Permit Number SW8 150903
7. The following design criteria have been permitted for the permeable pavement and must be
provided and maintained at the design condition:
Drainage Area A Drainage Area B
a. Type of Permeable Pavement (PP): Pervious Concrete PC
b. PP design type: Infiltration Infiltration
c. Grass Managed Credit: 75% 75%
d. PP Surface area, ftz: 2,213 3,424
e. Resulting BUA counted as impervious, ft : 553 856
f. Adjacent impervious area directed to PP, ftz: 0 1,411
g. Design Storm, inches: 3.68 3.68
h. Minimum washed aggregate depth, inches: 9.2 13.0
i. PP top of aggre ate base layer elevation, FMSL: 64.83 64.83
j. PP bottom elevation at the Sub grade, FMSL: 64.07 63.74
k. Hydrologic soil group of sub grade: A A
I. Expected Infiltration Rate, in/hr: 10.0 10.0
m. SHWT elevation, FMSL: 60.3 60.3
n. Time to Draw Down, days: 0.14 0.20
o. Receiving Stream/River Basin: Virginia Creek / Cape Fear
p. Stream Index Number: 18-87-9
q. Classification of Water Body: SA, HQW
II. SCHEDULE OF COMPLIANCE
1. This permit is issued contingent on the construction of the permitted offsite stormwater BMP
being complete and in compliance with the conditions of permit number SW8 050502, issued
to Lowe's Home Centers, LLC on October 12, 2015, as subsequently revised, modified,
transferred, or renewed. Prior to the construction of any built-upon area associated with this
permit, the offsite permittee shall have constructed, operated, maintained, and certified the
offsite stormwater management system in compliance with SW8 050502.
2. The permeable pavement must be installed by a qualified individual, certified in the specific
construction techniques required for permeable pavements.
3. During the installation of the permeable pavement, special care must be taken to avoid
compaction of the underlying subgrade soils. A direct measurement of the soil's infiltration
rate must be taken immediately after excavation and before the aggregate is placed.
Infiltration rate testing shall be conducted by an appropriately-qualified professional. The
results of the testing shall be given to the designer of record for review. If the soil test shows
that infiltration rate(s) that are lower than the rate(s) used in the final design, then the designer
shall check the calculations and may need to adjust the design.
4. The permeable pavement must be protected during site construction such that no sediment-
laden runoff is directed across the permeable pavement surface. Areas upslope of the
permeable pavement must be stabilized with a substantial stand of permanent grass cover
prior to construction of the permeable pavement.
5. For each section or terrace of permeable pavement, at least one observation well shall be
provided.
6. Permeable Pavement signage must be clearly and permanently posted to prevent use by
inappropriate vehicles as well as the deposition and storage of particulate matter.
7. Trees overhanging the permeable pavement should be avoided.
8. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
Page 3 of 8

State Stormwater Management Systems
Permit Number SW8 150903
9. The offsite portions of this lot are limited to the amount of built-upon area specified in Section
1.2 of this permit, and as reported on the application, the supporting calculations and as shown
on the approved plans. The project must maintain a built-upon area less than or equal to the
amount permitted under Stormwater Permit No. SW8 050502. A total built-upon area in
excess of the maximum allowed amount will require a modification to SW8 050502 prior to
construction.
10. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately. After construction the permittee shall maintain the grassed
areas, slopes and vegetated runoff conveyances on the lot in a densely vegetated state.
11. The permittee shall follow the minimum maintenance procedures and intervals as indicated in
the Operation and Maintenance agreement. The permittee is responsible for keeping the
stormwater collection system within the lot property boundaries clear of trash, debris and
sediment, and must control the sediment on the lot in accordance with the requirements of the
NC Erosion and Sediment Control Design Manual.
12. The permittee shall maintain and repair or replace any of the components of the lot's
stormwater collection and conveyance system such that the lot's runoff is captured and
adequately conveyed to the BMP.
13. Records of maintenance activities must be kept for each permitted BMP. The reports will
indicate the date, activity, name of person performing the work and what actions were taken.
14. All stormwater conveyance and collection systems must be located in dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all
required public rights-of-way, common areas and easements, in accordance with the
approved plans.
15. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on
the Certification. A modification may be required for those deviations.
16. The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any modification to the approved
plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Redesign of or addition to the maximum approved amount of built-upon area.
C. Further development, subdivision, acquisition or sale of any, all or part of the project
area covered by this permit.
d. The construction of built-upon area within any future development area noted on the
approved plan.
e. Alteration of any component of the approved stormwater conveyance/collection system
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 project shall be constructed and maintained in accordance with the conditions of this
permit and per the supporting documents that are enforceable parts of this permit.
19. 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.
Page 4 of 8

State Stormwater Management Systems
Permit Number SW8 150903
III. GENERAL CONDITIONS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application, supplement, and other supporting data. Any other activities undertaken at this
site prior to receipt of the necessary permits or approvals to do so from any local, state or
federal government agency having jurisdiction, are considered violations of NCGS 143-215.1,
and subject to the enforcement procedures pursuant to NCGS 143-215.6.
2. This permit is not transferable to any person or entity except after notice to and approval by
the Director. A request to transfer the permit will be considered on its merits and may or may
not be approved. The permittee shall complete, sign and submit one of the two
Name/Ownership Change Forms available online. The Name/Ownership Change Form must
be accompanied by the supporting documentation as listed on the form and must be
submitted to the appropriate Regional Office of the Division at least 60 days prior to any one
or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except for individual lot sales
which are made subject to the recorded covenants and restrictions of record;
b. The sale or conveyance of the common areas to the HOA or POA where the requirements
of Session Law 2011-256 have been met;
c. The dissolution of the corporate entity, LLC, or General Partnership;
d. Bankruptcy and/or foreclosure proceedings;
e. A name change of the permittee;
f. A name change of the project;
g. A mailing address change of the permittee.
3. The approval of a permit transfer request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all terms and conditions of this
permit until such time as the Director approves the permit transfer.
4. Any individual or entity found to be in noncompliance with the terms and conditions of this
stormwater management permit or the stormwater rules is subject to enforcement procedures
in accordance with North Carolina General Statute 143 Article 21.
5. The permittee grants permission for DEMLR Staff to enter the property for the purpose of
inspecting all components of the permitted stormwater management facility.
6. The permit issued shall continue in force and effect until revoked or terminated. The permit
may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit
condition.
7. Approved plans, application, supplement forms, calculations and specifications for this project
are incorporated by reference and are enforceable parts of the permit. The Permittee shall
maintain a copy of this permit, the approved plans and the supporting documents, on file at all
times.
8. 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.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater controls
must follow the guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws,
rules and regulations contained in Session Law 2008-211, Title 15A NCAC 2H.1000, and
NCGS 143-215.1 et. al.
Page 5 of 8

State Stormwater Management Systems
Permit Number SW8 150903
11. The permittee shall submit a permit renewal application at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 13'" day of October 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
racy D, is, P.E., Direttor
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit Number SW8 150903
Parr Dental Office
Stormwater Permit No. SW8 150903
Pender County
Designer's Certification
I, as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent of
the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
pate
Page 7 of 8

State Stormwater Management Systems
Permit Number SW8 150903
Certification Requirements:
1. The drainage area to the system contains approximately the permitted area.
2. The drainage area to the system contains no more than the permitted amount of
built-upon area.
3. All the built-upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. The lot has been stabilized with permanent vegetation such that sediment is not
leaving the lot.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Wilmington Regional Office
Pender County Building Inspections
Page 8 of 8

DEMLR USE ONLY
Date Received Pee Paid Permit Number
Applicable es: El Coastal SW-1995 ❑Coastal SW-2008 ❑ Ph II-Post Construction
(select all that apply) ❑ Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original Iv�l A 1 1 T .4 1
\
I. GENERAL INFORMATION (Tcul-r
1. Project Name(subdivision, facility,or establishment name-should be consistent with project name on plans, J\
specifications,letters,operation and maintenance agreements,etc.):
Parr Dental Office
2. Location of Project(street address):
NC Hwy.210
City:Surf City County:Pender Zip:28445
3. Directions to project(from nearest major intersection):
From the intersection of US 17N&NC 210 in Pender County,turn right onto NC 210. The project site is at
the corner of NC 210&Wilkes Lane (in front of Lowe's).
4. Latitude:34°27'12.4"N Longitude:77°36' 18.7"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenetuals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started []Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ❑High Density ®Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control:3.3 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:All permits have been applied for&are currently being reviewed.
5. Is the project located within 5 miles of a public airport? ®No []Yes ECEIVE
If yes, see S.L. 2012-200, Part Vl:ham://12ortal.ncdenr.org,/web/Ir/rules-and-regulations
sEp 2 2 2015
BY:
Form SWU-101 Version Oct. 31,2013 Page I of 6

III, CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title(specifically the developer, property owner, lessee,
designated government official, individual,etc. who owns the proiect):
Applicant/Organization:MAPNC,LLC
Signing Official&Title:Yates Chambliss of Chambliss&Rabil Contractors. Inc for Matthew A Parr,Meenkm
/ Manager
b.Contact information for person listed in item la above:
Street Address:13500 Hwy.50,Suite 104
City:Surf City State:NC Zip:28445
Mailing Address (if applicable):P.O.Box 802
City:Wrightsville Beach State:NC Zip:28480
Phone: (910 ) 520-6467 Fax: ( 1 N/A
Email:[e-mail]
c.Please check the appropriate box.The applicant listed above is:
® The property owner(Skip to Contact Information, item 3a)
❑Lessee*(Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email
3.a. (Optional) Print the name and title of another contact such as the project's constructs GE E
person who can answer questions about the project:
Other Contact Person/Organization:Norris&Tunstall Consultin Engineers.
n ineers P.C. SEP 2
Signing Official &Title:T.Jason Clark,P.E. BY-
b.Contact information for person listed in item 3a above:
Mailing Address:902 Market Street
City:Wilmington State:NC Zip:28401
Phone: (910 1 343-9653 Fax: (910 ) 343-9604
Email:[e-mail] cc: [e-mail]
4. Local jurisdiction for building permits:Town of Surf City
Point of Contact:Todd Rademacher Phone#: (910 ) 328-3921
Form SWU-101 Version Oct. 31,2013 Page 2 of 6

IV, PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Most runoff will be treated in an offsite infiltration basin permitted wider the name Lowe's Surf City
(SW8 050502). Some BUA will be pervious pavement and treated by pervious pavement(to the 10-yr storm)
2.a.If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑Coastal SW—1995 ❑ Ph 11—Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:2.64 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area:0 acres
7. Total Property Area (4)—Total Coastal Wetlands Area(5)—Total Surface Water Area (6) =Total Project
Area*:2.64 acres
Total project area shall be calculated to exclude the followin the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Lrmal High Water(NHW)line or Mean High Water
(MHW)line,and coastal wetlands landward from the NHW(or MHW)line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW(or MHW)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area /Total Projects Area) 100 =36.1* X.
9. How many drainage areas does the project have?3(For high density,count f for e to o�e „�ne re _Po t(�men
Stormwater BMP. For low density and other projects, use 1 for the whole property area) 0 4b `�Jr� pe ok)
10. Complete the following information for each drainage area identified in Project Information item 9. If there I
are more than four drainage areas in the project,attach an a d't pal sheet with the informatiop for each area
provided in the same format as below. s�1 U, 01 P 3rY10 r erViOU) t
1 O Basin Information Drainage Area_ DrainaAd Area 1 Drainage Area A Drainage Area B
Receiving Stream Name Virginia Creek Virginia Creek Virginia Creek Virginia Creek
Q�� ' Stream Class SA;HQW SA;HQW SA;HQW SA;HQW
IJti51V� Stream Index Number* 18-87-9 18-87-9 18-87-9 18-87-9
Total Drainage Area (so 't 114,998 114,9984 2,213 4,835
On-site Drainage Area (sf) 114,998 114,998 2,213 4,835
Off-site Drainage Area (sf) 0 0 0 0
Proposed Impervious Area**(sf) 41,544 38,724 553 2,267
%Impervious Area**(total) 36.1% 33.7% 25% 47%,
v(tr OR Impervious"Surface Area Draina e Area_ mina e Area 11 J Drainage Area A Drainage Area B
< 2 On-site Buildings/Lots(sf) 4,200 4,200 0 0
On-site Streets (sf) 11,733 11,733 0 0
tiF �p A,, On-site Parking (sf) 4,409 0 553 856
�^ (w 4&A On-site Sidewalks (so 3,400 1,989 0 1,411
n�4 <oa Other on-site (sf) 2,787 2,787 0 0
k ^ Future (sf) 18,015 18,015 0 0
,,,\"�. ,Off-site (sf) 0 0 0 0
xisting BUA***(sf) 0 0 0 0
Total (so: 41,544 38,724 553 12,267
* Stream Class and Index Number can be determined at: htty://vortal ncdenr.orghoeb/eoq/ps/esu/classifications
* Impervious area is defined as the built upon area including, but not limited to,building WL
SO
sidewalks,gravel areas,etc. EIVE
***Report only that amount of existing BUA that will remain after development. Do not r rt ar�y,Gx t '`�1BY t
is to be removed and which will be replaced by new BUA. Jer L L
Form SWU-101 Version Oct. 31,2013 Page 3 of 6 By.

11: How was the off-site impervious area listed above determined?Provide documentation. N/A
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that inay be subject to more.stringent stormwater requirements as per 1 SA NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portaI.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
h_pt ://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athttl2://portal.ncdenr.org/web/wq/ws/su/ma]s.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from htt ortal.ncdenr.or web w ws so statesw forms docs.
iti I
1. Original and one copy of the Stormwater Management Permit Application Form. 0 h
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed si ed and dated and O&M ) �'
agreement(s) for each BMP. 41{A,66 1 u�fcs
4. Permit application processing fee of$595payable. o DE . (For an Express review, refer to � Iti
http://www.envhelp.orgZpages/onestol2exl2ress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages) describing the stormwater treatment/ma nagementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the 1L
receiving stream drains to class SA waters within 'i mile of the site boundary,include the A
mile radius on the map.
7. Sealed,signed and dated calculations(one copy). 1�
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,&dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours,spot elevations,finished floor elevations. /+ e
1. Details of roads,drainage features,collection systems,and stormwater control meas R.ar E®VE
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by
qualified person. Provide documentation of qualifications and identify the person SEP 2 2 2015
made the determination on the plans.
n. Existing drainage(including off-site), drainage easements,pipe sizes, runoff calcula s.
o. Drainage areas delineated (included in the main set of plans,not as a separate docum
Form SWU-101 Version Oct. 31,2013 Page 4 of 6

p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"xll"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book: Page No: ���
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC L�
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
hU://www.secretary.state.nc.us/Co!porations/CSearch.asi2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number, lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org/web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:T. lason Clark, P.E.
Consulting Firm:Norris&Tunstall Consulting Engineers,P.C.
Mailing Address:902 Market Street
City:Wilmington State:NC Zip:28401
Phone: (910 1 343-9653 Fax: (910 ) 343-9604
Email:[e-mail] cc: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out,complete this
section)
I,(print or type name of person listed in Contact Information,item 2a) certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information,item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system. /+
EIVE
SEP 2 2 2015
BY:
Form SWU-101 Version Oct. 31,2013 Page 5 of 6

As the legal property owner I acknowledge, understand,and agree by my signature below, that if my designated
agent(entity listed in Contact Information,item 1) dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information,item la) Yates Chambliss of Chambliss&Rabil Contractors
Inc.for Mattheta A. Parr,Member/Manager
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Si ature: Date:
I, ���
a No ary Public for the State of County of
Ndo hereby certify that personally appeared
n � ��� _
before me this�aay of X\l (7H ' S and ac nowled e th due cution of the application for
a stormwater permit. Witness my hand and official seal,
,,�pgnv„npNi
$ NQ % SEAL
Q
TARY z
�= My commission expires
VER�,•`` �.' I VE
�nu,mu,�a
SEP 11 1015
BY:
Form SWU-101 Version Oct. 31,2013 Page 6 of 6

NORMS & TUNSTALL
CONSULTING ENGINEERS P.C.-
902 Market Street 1429 Ash-Little River Road
Whnington,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. Joseph K.Bland,P.E.
October 7, 2015
Ms. Christine Hall, Stormwater Environmental Engineer II
NC Department of Environment & Natural Resources
Division of Energy, Mineral & Land Resources— Stormwater Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845 RECEZVE�
Re: Parr Dental Office OCT 0 �UiS
State Stormwater Project No. SW8 150903
NC Hwy. 210 EGEWE
Surf City, NC
N&T Project No. 15046 OCT 0 7 1015
Dear Ms. Hall: By.
Pursuant to your e-mailed comments of October 5, 2015, we offer the following responses.
1. 15A NCAC 02H.1003(g)(4): The provided contours and spot elevations appear to
indicate that the western portion of the access road (between the two areas of
permeable pavement) will drain toward the permeable pavement areas. Please provide
additional contours/drainage patterns and/or a road detail on the plans in order to
support the delineated drainage areas.
Response: Spot elevations and grading now show proper grading for the access road
between the two (2) permeable pavement areas (see enclosed revised
plans).
2. 15A NCAC 02H.1 003(g)(7): Please identify the selected type of permeable pavement in
the various application documents including the Pavement Design Summary section of
the supplement and the pervious pavement detail on plans.
Response: Permeable Pavement Supplements and plan detail now call for pervious
concrete. Enclosed are the revised Page 1 of the Permeable Pavement
Supplements (#1 'A' & #2 'B').
3. 15A NCAC 02H.1008(h): Alternative BMPs and designs (including permeable
pavement) must provide equal or better stormwater control to the other BMP measures
described in .1008. Part of this is ensuring that the system is installed properly and that
the design assumptions are accurate. The following step is recommended in Chapter
18 of the NC BMP manual for the construction of permeable pavement but could not be
found in the construction sequence
NCBELS License C-3641

Ms. Christine Hall/ NC DENR Stormwater Dept.
'bctober 7, 2015
Page 2
a. Section 18.4.3 of the NC BMP manual discusses that an in-situ soil test needs to
be conducted immediately after excavation and prior to installing the aggregate to
confirm the design depth is still appropriate.
Please confirm the construction sequence is complete, accurate for the type of
permeable pavement selected, and, if necessary, please provide justification for any
deviations from the recommended construction sequence.
Response: The permeable pavement construction sequence has been expanded (see
revised Construction Sequence in the enclosed revised Narrative).
4. Due to the relatively minor nature of these comments, the express additional information
review fee has been waived.
Response: Thank you.
5. Please keep in mind that changing one number may change other numbers and require
the calculations, supplements, and other supporting documentation to be updated.
Verify all numbers are correct to ensure consistency in the application documents.
Response: OK
Please note that due to addressing comments for the Off-Site Lowe's Infiltration Basin #5,
minor changes to the off-site basin have been made. These changes do not impact the Parr
Dental design.
Enclosed are two (2) sets of revised plans, the revised Page 1 of the Permeable Pavement
Supplements (#1 'A' & #2 'B') and one (1) copy of the revised Stormwater Narrative for your
continued review and approval. Please let us know if you have any further questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C. ECEWE .
. .�� OCT 0 7 2015
T. Jason C ark, P. E. BY:-------
TJC/asn 1504610-07-15-s-sw-express-response-Itr(parrdental)
Enclosures
cc: Matt Parr, Member/ Manager of MAPNC, LLC (by E-Mail Only)
Yates Chambliss / Chambliss & Rabil Contractors, Inc. (by E-Mail Only)

• STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
PARR DENTAL OFFICE
NC Hwy. 210
Surf City, North Carolina
� r
F
J •4 SEAL
030869 -
IN
Revised October 2015
September 2015
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
License# C-3641 E C E i V E
N&T Project No. 15046
OCT 0 7 2015
BY:

NARRATIVE
Parr Dental Office
(LOWE'S SURF CITY—SW8 050502 MOD)
Receiving Stream Name: Virginia Creek EGEWE.
Stream Class: SA; HQW OCT 0 7 2015
Stream Index Number: 18-87-9 BY:
DESCRIPTION:
The rp oiect site disturbs land within two parcels, a 2.64 acre site (Parr Dental Office— Lot
2) and 17.6 acre site (sum of the drainage areas to the permitted basins on the Lowes
Property) located on Hwy. 210 in Surf City, NC. The soils of the site consist of Kureb and
Leon sands with grades ranging from 1% to 6%. Approximately 3.3 acres will be graded
to allow construction of a new Dental Office and an Off-Site Infiltration Basin, Basin #5.
The runoff from the site is estimated using the rational method 10-year design storm and
rainfall data for the area. Construction is scheduled to begin as soon as all permits and
approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion control
measures. Silt fencing will be provided along each side of the entrance drive and where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
property. Gravel check dams will not be provided unless the contractor has to temporarily
discharge into an open ditch instead of the proposed storm drain outfall. The infiltration
basin will be used as a silt basin during construction and restored to its design contours
prior to completion. A gravel construction entrance will be constructed. Maintenance will
be provided by the grading contractor and developer. The Parr Dental Office has
authorization to disturb land within the Lowe's property. An Authorization Letter is
provided.
STORMWATER MANAGEMENT MEASURES:
The project site is located in Pender County. The project area is for the development of
the Parr Dental Office — Lot 2. The permitting of the off-site infiltration basin is in the
Lowe's SW Permit, SW8 050502. Land disturbing on the site will exceed one acre, which
requires the site to comply with State regulations. ECS Carolinas, LLP has done a soils
investigation (see attached report dated May 21, 2015). Soils on the Parr Dental Office
site are great with infiltration rates in excess of 20 in/hr (design uses 10 in/hr). A majority
of the impervious on-site is treated off-site in Infiltration Basin#5 of the Lowe's SW Permit,
SW8 050502.
Some pervious pavement is proposed in the area of the parking places. There are two
types of Pervious Pavement (Types — only different by the depth of aggregate required).
Type 'A' Pervious Pavement treats only the area of the pervious pavement itself. Type
I`

'B' treats the area of the pervious pavement and some adjacent impervious sidewalk.
Both areas of Pervious Pavement are designed to infiltrate the entire 10-year storm and
therefore contribute zero (0) impervious to the Off-Site infiltration basin #5.
Soils onsite in the area of the new Off-Site (Lowe's SW8 050502) Infiltration Basin#5 are
Kureb sands. The off-site Basin #5 was designed for the development of the Parr Dental
Office site — Lot 2.
CONSTRUCTION SEQUENCE:
The contractor will install the gravel construction entrance and all silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed when
and if conditions warrant during construction. The sediment basin / silt basin and all
associated storm drainage (on the Lowe's property) in the area of the basin will be
constructed first including the outlet structure with protection. Prior to grading on Lot 2
(Parr Dental site) the sediment basin and storm drainage system from the basin under
Wilkes Lane shall be installed, specifically the storm drainage conveyance system from
the Sediment Basin back to DI #2. All utility work on the Lowe's property within the Wilkes
Lane ROW/ Easement must be done in accordance with Lowe's requirements and in an
expedited time frame. Grading on Lot 2 (Parr Dental site) can begin only after the
sediment basin and conveyance to the basin are installed. Disturbed areas will be
landscaped or seeded upon completion.
PERMEABLE PAVEMENT CONSTRUCTION SEQUENCE:
The following is a typical construction sequence to properly install pervious concrete. The
means and methods of installation shall be determined by the contractor and shall be
installed per the manufacturer recommendations, product standards and industry
guidelines.
Step 1. Construction of the permeable pavement shall only begin after the entire
contributing drainage area has been stabilized. The proposed site should be checked for
existing utilities prior to any excavation. Do not install the system in rain or snow.
Step 2. Temporary erosion and sediment (E&S) controls (silt fence) are needed during
installation to divert stormwater away from the permeable pavement area until it is
completed. The proposed permeable pavement area must be kept free from sediment
during the entire construction process. Construction materials that are contaminated by
sediments must be removed and replaced with clean materials.
Step 3. Where possible, excavators or backhoes should work from the sides to excavate
the aggregate layer to its appropriate design depth and dimensions.
Step 4. In-situ soil testing shall be done after excavation to verify existing infiltration rate.
Soils testing shall be conducted by an appropriately qualified professional, the testing can
be done by the contractor, the designer, or a third party hired by owner. The results of
the testing shall be given to the designer of record for review. If results show a lower
infiltration rate than the rate of design the depth of aggregate must be revised.

Step 5. The native soils along the bottom and sides of the permeable pavement system
should be scarified or tilled to a depth of 3 to 4 inches prior to the placement of the filter
layer or filter fabric.
Step 6. Filter fabric should be installed on the bottom and the sides of the aggregate
layer.
Step 7. Place observation wells as shown on plans.
Step 8. Inspect all aggregate prior to placement. Ensure aggregate is clean, free of fines
and conform to the plans and specifications. All aggregate shall be spread (not dumped).
Moisten and spread the washed stone without driving on the soil subgrade, being careful
not to damage the observation wells. Follow compaction recommendations by the
permeable pavement manufacturer or that from industry guidelines.
Step 9. Ensure edge restraints and barriers between permeable pavement are installed
per design.
Step 10. Contractor is to follow standard installation procedures for the specific type of
pervious pavement that is being installed. For this project pervious concrete will be
installed. Only certified and experienced contractors shall install the pervious concrete
and installation shall be per the manufacturer recommendations, product standards and
industry guidelines. Pervious concrete shall be constructed in accordance with the latest
version of ACI 522.1, Specifications for Pervious Concrete.
Step 11. After installation, protect the installed pervious concrete until project completion,
including routing construction traffic away from the installed pervious concrete.
Contractor shall provide protection techniques including mats, plastic sheeting and
barriers to ensure the pervious concrete remains protected until project completion.

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. All erosion and sediment control measures will be checked for stability and
operation following every runoff-producing rainfall, but in no case, less than once
every week and within 24 hours of every half-inch rainfall.
2. All points of egress will have construction entrances that will be periodically top-
dressed with an additional 2 inches of #4 stone to maintain proper depth. They
will be maintained in a condition to prevent mud or sediment from leaving the site.
Immediately remove objectionable material spilled washed or tracked onto the
construction entrance or roadways.
3. Sediment will be removed from hardware cloth and gravel inlet protection, block
and gravel inlet protection, rock doughnut inlet protection and rock pipe inlet
protection when the designed storage capacity has been half filled with sediment.
Rock will be cleaned or replaced when the sediment pool no longer drains as
designed. Debris will be removed from the rock and hardware cloth to allow proper
drainage. Silt sacks will be emptied once a week and after every rain event.
Sediment will be removed from around beaver dams, dandy sacks and socks once
a week and after every rain event.
4. Diversion ditches will be cleaned out immediately to remove sediment or
obstructions from the flow area. The diversion ridges will also be repaired. Swales
must be temporarily stabilized within 21 calendar days of cease of any phase of
activity associated with a swale.
5. Sediment will be removed from behind the sediment fence when it becomes half
filled. The sediment fence will be repaired as necessary to maintain a barrier.
Stakes must be steel. Stake spacing will be 6 feet max. with the use of extra
strength fabric, without wire backing. Stake spacing will be 8 feet max. when
standard strength fabric and wire backing are used. If rock filters are designed at
low points in the sediment fence, the rock will be repaired or replaced if it becomes
half-full of sediment, no longer drains as designed or is damaged.
6. Sediment will be removed from sediment traps when the designed storage
capacity has been half filled with sediment. The rock will be cleaned or replaced
when the sediment pool no longer drains or when the rock is dislodged. Baffles
will be repaired or replaced if they collapse, tear, decompose or become
ineffective. They will be replaced promptly. Sediment will be removed when
deposits reach half the height of the 1st baffle. Floating skimmers will be inspected
and kept clean weekly.
7. Sediment will be removed from the sediment basin when the design storage
capacity has been half filled with sediment. Rock will be cleaned or replaced when
the sediment pool no longer drains or if the rock is dislodged. Baffles will be
repaired or replaced if they collapse, tear, decompose or become ineffective. They
will be replaced promptly. Sediment will be removed from baffles when deposits

reach half the height of the 15t baffle. Floating skimmers will be inspected weekly
and will be kept clean.
Land Quality Requires:
8. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover. All slopes will be stabilized within 21 calendar days. All other areas will be
stabilized within 15 working days.
Water Quality Requires:
9. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover. All perimeter dikes, swales, ditches, perimeter slopes, all slopes steeper
than 3' horizontal to 1' vertical (3:1) and all high quality water (HQW) zones shall
be provided temporary or permanent stabilization with ground cover as soon as
practicable but in any event within seven (7) calendar days from the last land-
disturbing activity. All other disturbed areas shall be provided temporary or
permanent stabilization with ground cover as soon as practicable but in any event
within fourteen (14) calendar days from the last land-disturbing activity.
10. Flocculants will be used to address turbidity issues. The pumps, tanks, hoses and
inject systems will be checked for problems or turbid discharges daily.
11. Refer to new NPDES rules regarding basin outlet structures and skimmers shall
withdraw water from the surface.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to prevent
the erosion of soil and the sedimentation of streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at the
initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide permanent protective covering for disturbed areas. Temporary and
permanent erosion control measures shall be coordinated to assure economical,
effective, and continuous erosion and siltation control throughout the construction
and post-construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by metal posts spaced
not more than 6 feet on center. The bottom of the fabric shall be buried a minimum
of 6 inches.
2.8 Gravel for check dams shall be#57 washed stone.
2.9 Aggregate for construction entrance shall be#4 washed stone. ���

2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to work
to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new
ditches, and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise shown
or directed.
3.3 Temporary Physical Barriers are required where sedimentation on offsite property or
excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive erosion
and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1,000 square feet
and wood chips at a rate of 500 pounds per 1,000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be applied
at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A or Class B erosion control stone at minimum two feet high and
three feet thick across the watercourse, with a one foot thick layer of gravel on
upstream side. Remove sediment if accumulated to a depth of 1.0 feet at upstream
face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.

3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4 inches
and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1,000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specified seed mixture. Seed shall be worked into the bed to a depth of 1/4
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long by
6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a
depth greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall
be maintained until such time as vegetation is firmly established 'in the area
protected by the structure. Permanent streambank protection and grassed areas
shall be maintained until completion of the project. Areas that fail to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired.
END OF SECTION

North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
October 5, 2015
Mr. Matthew A. Parr, Manager
MAPNC, LLC
PO Box 802
Wrightsville Beach, NC 28480 l
Subject: Request for Additional Information
Stormwater Project No. SW8 150903
Parr Dental Office
Pender County
Dear Mr. Parr:
The Wilmington Regional Office received an Express Stormwater Management Permit Application
for the Parr Dental Office on September 22, 2105. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue
the stormwater review:
�1L1. 15A NCAC 02H.1003(g)(4): The provided contours and spot elevations appear to indicate
that the western portion of the access road (between the two areas of permeable
pavement) will drain toward the permeable pavement areas. Please provide additional
contours/drainage patterns and/or a road detail on the plans in order to support the
delineated drainage areas.
t/2. 15A NCAC 02H.1003(g)(7): Please identify the selected type of permeable pavement in
the various application documents including the Pavement Design Summary section of the
/supplement and the pervious pavement detail on plans.
r/3. 15A NCAC 02H.1008(h): Alternative BMPs and designs (including permeable pavement)
must provide equal or better stormwater control to the other BMP measures described in
.1008. Part of this is ensuring that the system is installed properly and that the design
assumptions are accurate. The following step is recommended in Chapter 18 of the NC
BMP manual for the construction of permeable pavement but could not be found in the
construction sequence:
a. Section 18.4.3 of the NC BMP manual discusses that an in-situ soil test needs to be
conducted immediately after excavation and prior to installing the aggregate to
confirm the design depth is still appropriate.
Please confirm the construction sequence is complete, accurate for the type of permeable
pavement selected, and, if necessary, please provide justification for any deviations from
the recommended construction sequence.
4. Due to the relatively minor nature of these comments, the express additional information
review fee has been waived.
5. Please keep in mind that changing one number may change other numbers and require the
calculations, supplements, and other supporting documentation to be updated. Verify all,
numbers are correct to ensure consistency in the application documents.
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 October 13, 2015, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of all
required items, including the application fee.
Division of Energy, Mineral, and Land Resources
Land Quality Section-Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone]/Fax: [phone]• Internet: httn://portal.ncdenr.org/web/Ir/
An Equal opportunity 1 AffirmaBve Action Employer—Made in part by recycled paper

October 5, 2015
Stormwater Application No. SW8 150903
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note
that a second significant request for additional information may result in the return of the project.
If the project is returned, you will need to reschedule the project through the Express
coordinator for the next available review date, and resubmit all of the required items, including
the application fee.
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 label all packages and cover letters as "Express" and reference the project name and
State assigned project number on all correspondence. If you have any,questions concerning
this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
a wr_u
Christine Hall
Environmental Engineer
GDS/canh: \\\StormWater\Permits & Projects\2015\150903 HD\2015 10 addinfo 150903
CC' Jason Clark, Norris &Tunstall Consulting Engineers
Wilmington Regional Office
Page 2 of 2

Hall, Christine
From: Hall, Christine
Sent: Monday, October 05, 2015 11:34 AM
To: Jason Clark [e-mail]); Amy Norris; 'Matthew Parr'
Cc: Weaver, Cameron
Subject: Parr Dental - request for additional info (SW8 150903)
Attachments: 2015 10 addinfo 150903.pdf
All,
Attached is the request for additional information for Parr Dental (SW8 150903). There are just a few minor
items. Please let me know if you have any questions or concerns.
Thanks and I hope you are staying dry in this rainy weather!
Christine
Christine(Nelson) Hall
Environmental Engineer
NC DEQ Division of Energy, Mineral and Land Resources-State Stormwater Program
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct:910-796-7335/Main:910-796-7215/Fax:[phone]/[e-mail] .
http://porta l.ncdenr.org/web/I r/sto rmwater
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
1

Hall, Christine
From: Hall, Christine
Sent: Wednesday, September 23, 2015 9:09 AM
To: 'Matthew Parr'
Cc: Jason Clark [e-mail])
Subject: RE: Operating Agreement of MAPNC, LLC
Dr. Parr,
This is exactly what I was looking for. Thanks!
Christine
Christine(Nelson) Hall
Environmental Engineer
NC DEQ Division of Energy, Mineral and Land Resources-State Stormwater Program
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct:910-796-7335/Main:910-796-7215/Fax:[phone]/[e-mail]
http://I)ortal.ncdenr.org/web/Ir/stormwater
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Matthew Parr [mailto:[e-mail]]
Sent: Wednesday, September 23, 2015 7:46 AM
To: Hall, Christine<[e-mail]>
Subject: Operating Agreement of MAPNC, LLC
Please see attachment. Thank you for your time.
-Matthew Parr
1

NORRIS & TUNSTALL J. Phillip Norris, P.E.
John S. Tunstall, P.E.
CONSULTING ENGINEERS, P.C. Joseph K. Bland, P.E.
T. Jason Clark, P.E.
902 Market Street•Wilmington, NC 28401-4733•Phone[phone]•Fax[phone]
LETTER OF TRANSMITTAL
To: Christine Hall, Environmental Engineer Date: September 23, 2015 Job No. 15046
NC DENR - Stormwater Dept. subject: Parr Dental Office
Surf City, NC
WE ARE SENDING YOU VIA HAND DELIVER FAX TRANSMITTAL: NUMBER OF PAGES
® ATTACHED ❑ UNDER SEPARATE COVER INCLUDING THIS TRANSMITTAL
❑ SHOP DRAWINGS ❑ PRINTS ❑ CERTIFICATION
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER Call 910-343-9653 if you have any difficulty
❑ receiving this message.
COPIES DATE NO. DESCRIPTION
1 12-12-14 Copy of Operating Agreement for MAPNC, LLC
BY:�
® AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
❑ FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS: Per the State Stormwater Express submittal meeting yesterday (Sept. 22nd), attached ins tJa�,req d
Operating Agreement. Thank you. R-E li�+'1 V
SEP„2 3 2015'
CC: SIGNED T. Jason Clark, P.E. / asn
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the addressee.
If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination, distribution or
copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and return to the.
address above.

Doc 18 14 01:58p Surf City Dental 910-329-4498 p.t
OPERATING AGREEMENT
OF
MAPNC, LLC
(A North Carolina Limited Liability Company)
C:IA Iblanrtger MmTaged LLL] ;
THE LIMITED L1AmLTTY COMPANY (-1LC') OWNERSHIP INTERESTS REPRESENTED BY TINS OPERATING
ACREEML%-r HAVE NOT BEEN REGISTERED WITM 7M SECURITIES AND EXCHANGE COMMWQY LITER THE
SECURITIES ACT OR LNDERTHE NORTIi CAROLPIA SECTIRrrL SACr OR SIMILAR ACTS OR tA*S OF OTHER STATES
IN RELIANCE UPON E UMMONS UNDER THOSE ACTS AND LAWS THE SALE OR OTHER DLSPOSIT/0N OF THE
OWNERSHIP INTERESTS IS RESTRICTED AS STATED IN THIS OPERATING AGREEMENT, AND IN ANY EVENT IS
PROH®R®UNLESS THE LLC,AT ITS OPTION,RECEIVES AN OPLYION OF COL ML SATISFACTORY TO IT AND ITS
COUNSEL THAT SUCH SALE OR OTmR DISPOSITION CAN BE MADE µTTHOUT RECLSTitAT'ION UNDER THE
SECURITIES ACT AND ANY APPLICABLE STATE SHCURTIIFS ACTS AND LOWS, BY ACQUIRING THE OWN[ERSHTP
MEREST REPRESENTED BY THIS OPERATING AGREEffNT,TIPS INTEREST OWNER REPRESENTS THAT IT WR.L
NOT SELL OR OTHIMME DISPOSE OF ITS OWNERSHIP INTERESTS WITHOUT REGISTRATION AND CowiJANCE
WITH THE AFORESAID ACTS AND THERULES AND REGULATIONS ISSU"THERP,LNDER
nECEIVEA
SEP 2 3 2015
BY:_----
126EOF

Dec 1814 01:59p Surf City Dental 910-329.4498 p.2
OPERATING AGREEMENT
OF
MAPNC,LLC
THIS OPERATTNG AGREEMENT of MAPNC,LLc(the"Comnanv"),a limited liability
company organized pursuant to the North Carolina Limited Liability Company Act, is by and
among the Company and Matthew A.Parr, the sole member of the Company. This Agreement is
effective as of the date set forth in the paragraph immediately preceding the signatures of the
parties. Solely for federal and state tax purposes and pursuant to Reg. § 301.7701, the Member
and the Company intend the Company to be disregarded as an entity that is separate from the
Member.For all other purposes(including,without limitation, limited liability protection for the
Member from Company liabilities),however,the Member and the Company intend the Company
to be respected as a separate legal entity that is separate and apart from the Member.
SECTION 1.
FORMATION OF THE COMPANY
SECTION 1.1 Formation
The Company was formed on I Z 2 2014,upon the filing with the North
Carolina Secretary of State of the Articles of ization of the Company. For good and
valuable consideration, the receipt and sufficiency of which the parties acknowledge, the parties
agree that the rights and obligations of the parties and the administration and termination of the
Company will be governed by this Agreement,the Articles of Organization and the Act.
SECTION 1.2 Name
The name of the Company is MAPNC, LLc. The Managers may change the name of the
Company from time to time as they deem advisable, provided appropriate amendments to this
Agreement and the Articles of Organization and necessary filings under the Act are first
obtained
SECTION 1.3 Registered Office and Registered Agent
The Company's initial registered agent is Matthew A. Parr, and the initial registered
office is located at 13500 Highway 50, Suite 104, Surf City, Pender County, North Carolina
28445. The Company may change its registered office within the State of North Carolina and its
registered agent at such address as the Managers from time to time determine.
SECTION IA Principal Place of Business
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The Company has no principal place of business.The Company may establish a principal
place of business and/or change its principal place of business as the Managers from time to time
determine.
SECTION 1.5 Purposes and Powers
The purpose and business of the Company is to engage in any lawful business for which
limited liability companies may be organized under the Act unless a more limited purpose is
slated in the Articles of Organization. The Company has any and all powers necessary or
desirable to carry out the purposes and business of the Company,to the extent such powers may
be legally exercised by limited liability companies under the Act_
SECTION 1.6 Term
The Company's existence is perpetual, as specified in the Company's Articles of
Organization, unless the Company is earlier dissolved and its affairs wound up in accordance
with the provisions of this Agreement or the Act_
SECTION 1.7 Nature of Interest Owner's Interests
The interest of the sole Interest Owner in the Company is personal property for all
purposes.Legal title to all Company assets will be held in the name of the Company.
SECTION Z.
DEFINITIONS
The following terms used in this Agreement have the following meanings (unless
otherwise expressly stated):
to time."Act" means the North Carolina Limited Liability Company Act, as amended from time
"Agreement"means this Operating Agreement,as amended from time to time.
'Articles of Organization"means the Articles of Organization of the Company filed with
the North Carolina Secretary of State,as amended or restated from time to time.
"Code" means the Internal Revenue Code of 1986, as amended from time to time (and
any corresponding provisions of succeeding law).
"Economic Interest means the proprietary interest of the sole Member in the capital,
income, losses, credits and other economic rights and interests of the Company, including the
right of the Member to receive distributions from the Company; provided,
right does of i P ided, however, that such
g n include (i) the right to vote, participate in the management of the Company or
approve actions proposed by the Member or the Managers of the Company or (ii) the right to
inspect the looks and records of or receive information from the Company.
"Interest Owner'means the sole Member of the Company.
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"Liquidator"has the meaning ascribed to such tern in Section 82.
"M_anwer"means the Person or Persons designated as Managers pursuant to Section 3.1.
"Managers"refers to such Persons as a group(or such Person,if only one is then serving).
"Member"means Matthew A.Parr.
"Ownership Interest" means as to the sole Member (A) all of the Member's rights and
obligations as the Interest Owner in the Company, including any Economic Interest, and (B) in
addition,such Member's(i)right to vote and participate in the management of the Company, (ii)
right to bring a derivative action and (iii) right to inspect the books and records of or receive
information from the Company. Ownership Interest also means, when expressed or computed in
terms of a percentage,the percentage set forth opposite the sole Member's name on scHmuLr.i.
"Person" means an individual, a trust, an estate, a domestic corporation, a foreign
corporation, a professional corporation, a partnership, a limited partnership, a limited liability
company,a foreign limited liability company,an unincorporated association or another entity.
"Procerty"means(i)any and all property acquired by the Company, real and/or personal
(including, without limitation, intangible property) and (ii)any and all of the improvements
constructed on any real property owned by the Company.
"Secretary of State"means the Secretary of State of North Carolina.
"Securities Act"means the Securities Act of 1933,as amended.
"Tax Matters Manager" means the Manager designated as the "tax matters partner" as
that term is defined in Code § 6231(a)(7)and the accompanying Treasury Regulations.
"Treasury Regulations" means the Income Tax Regulations and Temporary Regulations
promulgated under the Code, as such regulations may be amended from time to time(including
corresponding provisions of succeeding regulations). In citations to such Regulations in this
Agreement,"Treasury Regulations"is abbreviated"Reg.".
SECTION 3.
MANAGEMENT OF TTIE CO1t+IPANY
SECTION 3.1 Management
The Member, by virtue of its status as the sole Member, may designate the Manager or
Managers of the Company for all purposes_The Member may, but need not, serve as a Manager.
Except as otherwise expressly provided in this Agreement, the Articles of Organization or the
Act, all decisions with respect to the management of the business and affairs of the Company
will be made by the Managers.
SECTION 3.2 Officers
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Doe 18 14 01:59p Surf City Dental 910329-4498 p.5
The authority of the Managers to ad on behalf of the Company may be delegated by the
Managers to Persons other than the Managers(including Officers(as defined below) if appointed
in accordance with this Section 3.3). The delegation of authority may be general or limited to
specific matters The act of any such person within the scope of the authority so delegated shall
be as effective to bind the Company as would the ad of the Managers, unless and until the
delegation has been revoked.
At the election of the Managers, the Company may have Officers consisting of a
President, Vice-President, Secretary, Treasurer, and such other Officers as the Managers may
from time to time elect (each an "Officer" and collectively the "Officers").The Officers of the
Company will be designated by the Managers,and each Officer will hold office until such Officer's
successor is designated or until such Officer's earlier death, resigna[ioq retirement, removal or
disqualification.Any two(2)or more offices may be held by the same person,except the offices of
President and Secretary.The Officers shall have the following duties and responsibilities:
(a) President. The President is the principal executive officer of the Company and,
subject to the control of the Managers, supervises and controls the management of
the Company in accordance with this.Operating Agreement The President will,
when present, preside at meetings of the Managers. The President may sign, with
any other proper officer, any deeds, mortgages, bonds, contracts, or other
instruments which may be lawfully executed on behalf of the Company, except
where required or permitted by law to be otherwise signed and executed and except
where the signing and execution is delegated by the Managers to some other officer
or agent; and, in general, the President performs all duties incident to the office of
President and such other duties as may be prescribed by the Managers from time to
time.
(b) Vice-President In the absence or disability of the President, the VicePresident will
perform the duties and exercise the powers of the President in addition, the Vice
President will perform such other duties and have such other powers as the
Managers prescribe from time to time.
(c) Secretary. The Secretary mast keep accurate records of the ads and proceedings of
all meetings of Managers and Members. The Secretary has general charge of the
Company books and records and will authenticate such Company records as may be
required from time to time.The Secretary will sign such instruments as may require
such Officer's signature,and, in general,perform all duties incident to the office of
Secretary and such other duties as may be assigned to the Secretary from time to
time by the President or by the Managers.
(d) Trcasurer.The Treautrer has custody of all funds and securities of the Company and
will receive, deposit or disburse the same under the direction of the Member or
President of the Company. The Treasurer must keep full and accurate accounts of
the finances of the Company in books especially provided for that purpose. The
Treasurer will cause a true statement of the assets and liabilities of the Company as
of the close of each fiscal year and of the results of its operation for such fiscal year,
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Dec181402:00p Surf City Dental 910-329-4498 p.6
all in reasonable detail, including a statement of income and of cash flow for the
fiscal year and particulars as to convertible securities then outstanding, if any,to be
made and filed at the registered or principal office of the Company within four(4)
months after the end of such fiscal year. The Treasurer will, in general,perform all
other duties incident to such office and such other duties as may be assigned to the
Treasurer from time to time by the President or by the Managers
(e) Assistant Secretaries and Assistant Treasurers. The Managers may designate
Assistant Secretaries and Assistant Treasurers. In the absence or disability of the
Secretary or the Treasurer, such assistarits respectively will perform the duties and
exercise the powers of those officers,and, in general,perform such other duties as are
assigned to such Officers from time to time by the President or the Managers.
The Managers have the power to fix the salaries of all Officers, agents or employees of the
Company, but in the absence of action by the Managers, such power is vested in the President
except as to such Officer's own salary.
SECTION 33 Indemnification of Managers and Officers for Management Services
The Company will indemnify the Managers and the Officers to the fullest extent
permitted or required by the Act, as amended from time to time, and the Company may advance
expenses incurred by a Manager or Officer upon the approval of the remaining Managers, if any,
and the receipt by the Company of the signed statement of such Manager or Officer agreeing to
reimburse the Company for such advance in the event it is ultimately determined that such
Manager or Officer is not entitled to be indemnified by the Company against such expenses. The
provisions of this Section 33 shall also apply to any Person to whom the Managers have
delegated management authority as provided in Section 32, whether or not such Person is a
Manager or an Interest Owner.
SECTION 3.4 Limitation on Liability
No Manager or Officer of the Company is liable to the Company for monetary damages
for an act or omission in such Person's capacity as a Manager or Officer, except as provided in
the Act for (i)acts or omissions which a Manager or Officer knew at the time of the acts or
omissions were clearly in conflict with the interests of the Company; (ii)any transaction from
which a Manager or Officer derived an improper personal benefit; or (iii)acts or omissions
occurring prior to the date this provision becomes effective. If the Act is amended to authori2e
further elimination of or limitations on the liability of Managers, then the liability of the
Managers will be eliminated or limited to the fullest extent permitted by the Act as so amended.
Any repeal or modification of this Section will not adversely affect the right or protection of a
Manager existing at the time of such repeal or modification. The provisions of this Section 3.4
shall also apply to any Person to whom the Managers have delegated management authority as
provided in Section 3.2, whether or not such Person is a Manager or an Interest Owner.
SECTION3.5 Removal of Managers
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Dec 18 14 02:00p Surf City Dental 910329-4498 p.7
The sole Member may remove any Manager or Officer at any time,either with trr without
cause.
SECTION 3.6 Resignation of Managers
Any Manager or Officer of the Company may resign at any time by giving written notice
to the sole Member. The resignation of any Manager or Officer will take effect upon receipt of
such notice by the sole Member or at such later time as specified in such notice. Unless
otherwise specified in such notice, acceptance of resignation is not necessary to make it
effective.
SECTION 3.7 Vacancy in Managers
Any vacancy occurring for any reason in the Managers or Officers will be filled by the
sole Member.
SECTION 4.
RIGHTS AND OBLIGATIONS OF MEMBER
SECTION 4.1 Name and Address of Member
The name, address, and Ownership Interest of the Member is reflected on SCHEDULE I
attached.
SECTION 4.2 Limited Liability
The Member is not required to make any contribution to the capital of the Company
except as set forth in SCHEDULE r, nor is the Member in its capacity as such bound.by, or
personally liable for,any expense, liability,or obligation of the Company except to the extent of
its interest in the Company and the obligation to return distributions made to it under certain
circumstances as required by the Act. The Member is under no obligation to restore a deficit
capital account upon the dissolution of the Company or the liquidation of its membership
interest.
SECTION 5.
CAPITAL CONTRIBUTIONS AND LOANS
The Member has contributed property to the Company as the initial Capital Contribution
as set forth opposite its name on SCHEDULE I attached.
SECTION 6.
ALLOCATIONS,ELECTIONS AND REPORTS
All allocations of profit and loss of the Company and all assets and liabilities of the
Company will, solely for state and federal tax purposes, be treated as that of the Member
pursuant to Reg. §301.7701, but for no other purpose (including, without limitation, limited
liability protection for the Member from Company liabilities).
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SECTION 7.
DISTRIBUTIONS
Distributions of assets will be made on such basis and at such time as determined by the
Managers.
SECTION&
DISSOLUTION AND LIQUIDATION OF THE COMPANY
SECTION 8.1 Dissolution Events
The Company will be dissolved upon the happening of any of the following events:
(a) All or substantially all of the assets of the Company are sold, exchanged, or
otherwise transferred (unless the Member has elected to continue the business of
the Company);
(b) The Member signs a document stating its election to dissolve the Company;
(c) The entry of a final judgment, order,or decree of a court of competent jurisdiction
adjudicating the Company to be bankrupt arid the expiration without appeal of the
period, if any,allowed by applicable law in which to appeal;
(d) The entry of a decree of judicial dissolution under Section 5713-6-05 of the Act,
(e) Subject to corection after notice or reinstatement under Section 5713-6-06(c) of
the Act, the filing by the Secretary of State of a certificate of dissolution under
Section 57D-6-06 for failure to correct any of the following grounds for
dissolution after notice: (i) the Company has not paid within sixty(60)days after
they are due any penalties, fees, or other payments due under the Act; (ii) the
Company does not deliver its annual report to the Secretary of State on or before
the 60th day after it is due; (iih)the Company has been without a registered agent
or registered office in 'North Carolina for sixty (60) days or more; (iv) the
Company has not notified the Secretary of State within sixty (60) days that its
registered agent or registered office has been changed, that its registered agent has
resigned, or that its registered office has been discontinued; or (v) the Company
knowingly fails or refuses to answer completely and accurately within the time
prescribed in the Act interrogatories propounded by the Secretary of State in
accordance with the provisions of the Act.
SECTION 8.2 Liquidation
Upon the happening of any of the events specified in Section 8A, the Managers, or any
liquidating trustee elected by the Member(either,the"Liauidamr 1,will commence as promptly
as practicable to wind up the Company's affairs unless the Liquidator determines that an
immediate liquidation of Company assets would cause undue loss to the Company, in which
event the liquidation may be deferred for a time determined by the Liquidator to be appropriate.
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Dec181402:01p Surf City Dental 910-329-4498 p.9
Assets of the Company may be liquidated or distributed in kind,as the Liquidator determines to
be appropriate. The Member will continue to be entitled to Company cash now and Company
profits during the period of liquidation. The proceeds from liquidation of the Company,
including repayment of any debts of the Member to the Company and any Company assets that
are not sold in connection with the liquidation will be applied in the following order of priority:
(a) First, to the payment of the debts and satisfaction of the other obligations of the
Company, including,without limitation,debts and obligations to the Member.
(b) Second, to the establishment of any reserves deemed appropriate by the
Liquidator for any liabilities or obligations of the Company, which reserves will
be held for the purpose of paying liabilities or obligations and,at the expiration of
a period the Liquidator deems appropriate, will be distributed in the manner
provided in Section 8.2(c)_
(c) Thereafter,to the Member.
SECTION 83 Articles of Dissolution
Upon the dissolution and commencement of the winding up of the Company, the
Managers will cause Articles of Dissolution to be executed on behalf of the Company and filed
with the Secretary of State, and the Managers will execute, acknowledge and file any and all
other instruments necessary or appropriate to reflect the dissolution of the Company.
SECT9ON 9.
MISCELLANEOUS
SECTION 9.1 Records
The records of the Company will be maintained at the Company's principal place of
business or at any other place the Managers select, provided the Company keeps at its principal
place of business the records required by the Act to be maintained there. Appropriate records in
reasonable detail will be maintained to reflect income tax information for the Member. The
Member(or its accountant or attorney) may, at the Member's expense, inspect and make copies
of the records maintained by the Company and may require an audit of the books of account
maintained by the Company to be conducted by the independent accountants for the Company.
SECTION 9.2 Reserves
The Managers may cause the Company to create reasonable reserve accounts to be used
exclusively to fiord Company operating deficits and for any other valid Company purpose. The
Managers, in their sole discretion, will determine the amount of transfers n such reserve
accounts.
SECTION 93 Amendments
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Dec 1814 02:02p Surf City Dental 910-329-4498 p.10
This Agreement and the Articles of Organization may be amended only by the written
consent of the Member.
SECTION 9.4 Survival of Rights
Except as provided in this Agreement to the contrary, this Agreement is binding upon and
inures to the benefit of the parties,their successors and assigns.
SECTION 9.5 Interpretation and Governing law
When the context in which words are used in this Agreement indicates that such is the
intent, words in the singular number include the plural and vice versa. Genders are
interchangeable. Section headings or titles do not define, limit, extend or interpret the scope of
this Agreement or any particular Section. This Agreement will be governed and construed in
accordance with the laws of the State of North Carolina without giving effect to its conflicts of
laws provisions.
SECTION 9.6 Severabitity
If any provision, sentence, phrase or word of this Agreement or its application to any
Person or circumstance is held invalid, the remainder of this Agreement, or the application of
such provision, sentence, phrase or word to Persons or circumstances, other than those as to
which it is held invalid,will not be affected thereby.
SECTION 9.7 Agreement in Counterparts
This Agreement may be executed in several counterparts, each of which will be deemed
an original, and all of which constitutes one and the same instrument In addition,this Agreement
may contain more than one counterpart of the signature pages and this Agreement may be
executed by affixing the signatures of the parties to one of such counterpart signature pages; all
of such signature pages will be read as though one,and they will have the same force and effect
as though all of the signers had signed a single signature page.
SECTION 9.8 Tax Matters Manager
The Managers will designate one Manager as the Tax Matters Manager as required by
Code§6231(a)(7)and the accompanying Treasury Regulations.
SECTION 9.9 Creditors Not Benefited
Nothing in this Agreement is intended to benefit any creditor of the Company or of any
Member. No creditor of the Company or of any Member is entitled to require the Managers to
solicit or accept any loan or additional capital contribution for the Company or to enforce any
right which the Company or the Member or any Manager may have against the Member or any
Manager,whether arising under this Agreement or otherwise.
I2UOD
10

Dec 18 14 02:02p Surf City Dental 910329-4498 p.11
[SIGNATURE PAGE FOLLOWS]
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Dec181402:02p Surf City Dental 910329-4498 p.12
ADOPTION
The undersigned,being the sole Member,has adopted this Agreement and has caused this
�� � ��
Agreement to be adopted by the Company as of 2014 and assumes and agrees
to be bound by and to perform all of the terms and provisions set forth in this Agreement
THE COMPANY:
MAPNC,LLC
r
By: V
Matthew A.Pan,Manager
MEMBER:
L ..
Matthew A. PArr
Pursuant to §57D-2-20(c) of the Act, the undersigned, le organ' of the Company,
identifies the Person listed under"MEMBER'above as the so initial M of the Company.
(SEAZ)
Matthe A. an,Organizer
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Dec181402:02p Surf City Dental 910-329-4498 p.13
SCHEDULEJ
NAME AND ADDRESS OF MEMBER AND CAPITAL Col%-[RMUTIO,,;
NAI%M AND AT)DRIM,
OF.
Matthew A. Parr
P.O.Box 802 $500.00 1000/0
Wrightsville Beach,NC 28480
77,
.... ....
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Dec18.1402:03p Surf City Dental 910-329-4498 p.14
TABLE OF CONTENTS
SECTION I. FOILrTATION OF THE COMPANY I
SECTION I.I FORMATION
SLCTION 1,2 NAME
1
I
SECTION 13 REGISTERED OFFICE AND REGISTERED AGENT I
SEC77ON I A PRINCIPAL PLACE OF BUSINESS 2
SECTION IS PLRPOSES AND POWERS 2
SECTION 1.6 TERM
SECTION 1.7 NATURE Of RV7FRFSTOWNEIi 2•S INTERESTS 2
SECTION 2. DEBBkCMONS 2
SECTION 3. MANAGEMENT OF THE COMPANY 3
SECTION 3.1 MANAGEMENT
SCCf10N 32 OFFICERS3
4
SEC170N 33 INDEMNIFICATION OF MANAGERS AND OFFICERS FOR MANAGEMENT SERVICES 5
SEC ION3.4 LIMITATION ON LIABnxry 5
SECION3.5 REMOVAL OF MANAGERS 6
SECTION 3.6 RESIGNATION OF MANAGERS 6
SECTION3.7 VACANCY IN MANAGERS 6
SECTION 4. RIGHTS AND OBLIGATIONS OF MEMBER 6
SECIiON 4.1 NAME AND ADDRESS OF MEMBER 6
SECTION 42 LIMITED UABRIIY 6
SECTIONS. CAPITAL CONTRIBUTIONS AND LOANS 6
SECTION 6. ALLOCATIONS,ELECTIONS AND REPORTS 7
SECTION 7. DISTRIBUTIONS 7
SECTION& DISSOLUIION AND LIQUIDATION OF THE COMPANY 7
SECTION8.1 DISSOLUTION EVENTS 7
SECTION 82 LIQUIDATION B
SECTION 8.3 ARTICLES OF DISSOLUTION 8
SECTION 9. MISCELLANEOUS 8
SECTION9.1 RrCORDS
8
SIT,770N 9.2 RESERVES
9
SECTION 9.3 A1rffiiDMFMS 9
SECTION 9A SURVIVAL OF RIGHTS 9
SECTION 9.5 INTERPRETATION AND GOVERNING LAW 9
SECTION 9.6 SEVERABILI Y
SECTION 9.7 AGREEMENT IN COTA'IERPARTS 99
SECTION 9.8 TAX MATTERS MANAGER 9
SECTION 9.9 CREDITORS NOT BEYEET[FD IB
12A809
14

Dec181402:03p Surf City Dental 910-329-4498 p.15
CONSENT OF SOLE MEMBER
OF
MAPNC,LLC
The undersigned, being the sole Member of MAPNC, Lt.c, a North Carolina limited
liability company(the"Company'), adopts the following resolution by written consent
APPOINTMENT OF MANAGER
RESOLVED, that'Matthew A.'ParT is hereby_appointed.to.serve as sole_Manager of the
Company, to serve until-such- person's death, resignation, remov til such person's
successor(s)have been duly appointed and qualified_
This consent and action is effective Z ( Z 2014
Matthew rr
THE SOLE MEMBER
12000
15

NORRIS & TUNSTALL J. Phillip Norris, P.E.
John S. Tunstall, P.E.
CONSULTING ENGINEERS, P.C. Joseph K. Bland, P.E.
T. Jason Clark, P.E.
902 Market Street•Wilmington, NC 28401-4733• Phone[phone]• Fax[phone]
LETTER OF TRANSMITTAL
To: Christine Hall, Environmental Engineer Date: September 22, 201571Job No. 15046
NC DENR - Stormwater Dept. Subject: Parr Dental Office
Surf City, NC
WE ARE SENDING YOU VIA HAND DELIVER FAX TRANSMITTAL: NUMBER OF PAGES
❑ ATTACHED ❑ UNDER SEPARATE COVER INCLUDING THIS TRANSMITTAL
❑ SHOP DRAWINGS ® PRINTS ❑ CERTIFICATION
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER Call 910-343-9653 if you have any difficulty
❑ receiving this message.
COPIES DATE NO. DESCRIPTION
2 09-16-15 C1 Color 11 x 17 Drainage Area Map
I
P
SEP 2 2 2015
8Y:
® AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
❑ FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS: Per the State Stormwater Express submittal meeting today, attached is the requested Drainage Area
Plan. Thank you.
CC: SIGNED T. Jason Clark, P.E. / asn
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

NORMS & TUNSTALL
CONSULTING ENGINEERS P.C.
902 .Nlarket Street 1429 Ash-Little River Road
Wilmington,NC 28401 Ash,NC 28420
[phone] [phone]
[phone] Fax [phone] Fax
John S.'Punstall,P.E. J. Phillip Norris,P.E.
T.Jason Clark,P.E. Joseph K.Bland,P.E.
September 22, 2015
Ms. Christine Hall, Stormwater Environmental Engineer II
NC Department of Environment & Natural Resources
Division of Energy, Mineral & Land Resources — Stormwater Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Express Review Submittal
Parr Dental Office
NC Hwy. 210
Surf City, NC
N&T Project No. 15046
Dear Ms. Hall:
Enclosed are two (2) sets of plans for the above referenced project, one (1) set of calculations, one
(1) copy of the Stormwater Narrative, one (1) USGS map, one (1) copy of the soils / infiltration
system report, one (1) copy of the deed, one (1) copy of the Articles of Organization, one (1) copy
of the draft Declaration of Covenants and Restrictions, the original Division of Water Quality
Stormwater Management Permit application, the original Off-Site System Supplement form, the
original Permeable Pavement Supplement Forms (DA 1 'A' & 2 'B'), the original Permeable
Pavement Operation and Maintenance Agreements (DA 1 'A' & 2 'B') and a $4,000.00 check for
the express permit review fee. Also enclosed is an authorization letter from the owner, Matt Parr of
MAPNC, LLC, giving signing authority to his representative, Yates Chambliss of Chambliss & Rabil
Contractors, Inc.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.0
ECEIVE
T. Jason lark, P. E. SEP 2 2 2015
TJC/asn 15046 09-22-15-s-sw express-Itr(parr dental)
Enclosures
cc: Matt Parr, Member/ Manager of MAPNC, LLC (by E-Mail Only)
Yates Chambliss / Chambliss & Rabil Contractors, Inc. (by E-Mail Only)
NCI3ELS License C-3641

STORMWATER SYSTEM CALCULATIONS
PARR DENTAL OFFICE
NC Hwy. 210
Surf City, North Carolina
For
MAPNC, LLC
P.O. Box 802
Wrightsville Beach, NC 28480
[phone]
A
y ,
4 SEAL
30869
.;yIN .��
/��/�I1i 11111`
ECEIVE
September 2015 SEP 2 2 2015
BY:
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
License# C-3641
N&T Project No. 15046

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Hydraflow Storm Sewers Extension for Autodesk® AutoCAD® Civil 3D® Plan
5
4
3
2
1
Outfall
Project File: New.stm Number of lines:5 Date:9110/15
Scam Sewers 00.40

Storm Sewer Tabulation Page
Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line ID
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up
Line
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) M (ft) (ft) (ft) (ft) (ft) (ft)
1 End 27 0.00 2.67 0.00 0.00 1.49 5.0 6.6 9.0 13.52 16.861 y 55 }79. 24 0.56 57.50 57.65 'Sa8!235,r 59.01 60.00 61.50 SD 1
2 1 87 0.82 2.67 0.87 0.71 1.49 5.0 6.2 9.2 13.72 14.35 5.10 24 0.40 57.65 58.00 59.26 59.58 61.50 60.50 SD 2
3 2 140 0.04 1.85 0.61 0.02 0.78 5.0 5.7 9.4 7.35 10.50 4.86 18 1.00 58.00 59.40 59.73 60.45 60.50 62.80 SD 3
4 3 32 0.25 1.81 0.47 0.12 0.76 5.0 5.5 9.5 7.16 8.30 4.64 18 0.62 59.40 59.60 60.68 60.78 62.80 62.40 SD 4
5 4 110 1.56 1.56 0.41 0.64 0.64 5.0 5.0 9.7 6.20 8.07 4.30 18 0.59 59.60 60.25 60.95 61.26 62.40 64.00 SD 5
Si ze YL�9 "P
Project File: New.stm Number of lines:5 Run Date: 9/10115
NOTES:Intensity=98.50/(Inlet time+12.60)"0.81; Return period=Yrs. 10 ; c=cir e=ellip b=box
Sto S..v10.40

Appendices
NEW YORK DOT DISSIPATOR METHOD
FOR USE IN DEFINED CHANNELS
(Source: `Bank and channel lining procedures",New York Department of
Transportation,Division of Design and Construction, 1971.)
NOTE:To use the following chart you must know:
(1) Q full capacity
(2) Qio
(3) V full
(4) Vio
where Q=discharge in cfs and V=Velocity in FPS.
ESTIMATION OF STONE SIZE AND DIMENSIONS FOR
CULVERTAPRONS
Step 1) Compute flow velocity V at culvert or paved channel outlet.
Step 2) For pipe culverts Do is diameter.
For pipe arch,arch and box culverts,and paved channel outlets,
Da=A.where A.=cross-sectional area of flow at outlet.
For multiple culverts,use Do= 1.25 x Do of single culvert.
Step 3) For apron grades of 10%or steeper,use recommendations
For next higher zone. (Zones I through 6).
25
6
20
jn 15 CLAS S 8
LL
o to e
�x I
5 2 3. �4�
;i
.. ... . . .., .. . .. . ..
0 I I I
0' S' 10' is, 20' 25'
DIAMETER (Ft.)
Figure 8.06c
Q_ r �
Rev.12/93 \ ZyC Q fl e Z_ 8.06.5
V - � g�PS

LENGTH OF APRON
W TO PROTECT TO PREVENT SCOUR
o APRON MATERIAL CULVERT HOLE USE L2 ALWAYS
N L2
L7
1 STONE FILLING(FINE) CL.A 3 X Do 4 x D.
2 STONE FILLING(LIGHT) CL.B 3 X Do 6 x D,
3 STONE FILLING(MEDIUM)CL. 1 4 X Da 8 x D.
4 STONE FILLING(HEAVY) CL.1 4 X D, 8 x D.
5 STONE FILLING(HEAVY) CL.2 5 X Do 10 x D.
6 STONE FILLING(HEAVY) CL.2 6 X Do 10 x D
7 SPECIAL STUDY REQUIRED(ENERGY DISSIPATORS,STILLING
BASIN OR LARGER SIZE STONE).
Figure 8.06d
Width=3 times pipe dia.(min.)
DETERMINATION OF STONE SIZES FOR DUMPED STONE
CHANNEL LININGS AND REVETMENTS
Step 1. Use figure 8.06.b.3 to determine maximum stone size(e.g.for 12
Fps=20"or 550 lbs.
Step 2. Use figure 8.06.b.4 to determine acceptable size range for stone
(for 12 FPS it is 125-500 lbs.for 75%of stone,and the maximum
and minimum range in weight should be 25-500 lbs.).
NOTE: In determining channel velocities for stone linings and revetment,
use the following coefficients of roughness:
Diameter Manning's Min.thickness
(inches) "n" of lining (inches)
Fine 3 0.031 9 12
Light 6 0.035 12 18
Medium 13 0.040 18 24
Heavy 23 0.044 30 36
(Channels) (Dissapators)
8.06.6 Rev.12193

Parr Dental Office
September 2015
SWALES
Drainage Area Impervious Area Rational 'C' i10 i25 Q10 Q25 V10
Swale ID (AC) (SF) (AC) (SF) (in/hr) (in/hr) Ids) (cfs) (fps)
1 0.46 20038 0.073 3200 0.36 9.18 10.4 1.53 1.73 1.82
2 0.20 8712 0.067 2926 0.49 9.18 10.4 0.89 1.01 1.63
3 1.10 47916 0.364 15867 0.48 9.18 10.4 4.87 5.51 2.31
4 0.05 2330 0.022 960 0.54 9.18 10.4 0.26 0.30 1.44
5 0.09 3985 0.000 0 0.25 9.18 10.4 0.21 0.24 1.16

Channel Report
Hydraflow Express Extension for Autodesk®AutoCAD®Civil 3D®by Autodesk, Inc. Wednesday,Sep 16 2015
Swale 1 - 10 yr
Triangular Highlighted
Side Slopes (z:1) = 5.00, 5.00 Depth (ft) = 0.41
Total Depth (ft) = 1.50 Q (cfs) = 1.530
Area (sqft) = 0.84
Invert Elev (ft) = 64.00 Velocity (ft/s) = 1.82
Slope (%) = 1.30 Wetted Perim (ft) = 4.18
N-Value = 0.030 Crit Depth, Yc (ft) = 0.36
Top Width (ft) = 4.10
Calculations EGL (ft) = 0.46
Compute by: Known Q
Known Q (cfs) = 1.53
Elev (ft) Section Depth (ft)
66.00 2.00
65.50 1.50
65.00 1.00
64.50 0.50
64.00 0.00
63.50 -0.50
0 2 4 6 8 10 12 14 16 18 20
Reach (ft)

Channel Report
Hydraflow Express Extension for Autodesk®AutoCAD®Civil 3D®by Autodesk,Inc. Wednesday,Sep 16 2015
Swale 2 - 10yr
Triangular Highlighted
Side Slopes (z:1) = 5.00, 5.00 Depth (ft) = 0.33
Total Depth (ft) = 1.50 Q (Cfs) = 0.890
Area (sqft) = 0.54
Invert Elev (ft) = 62.40 Velocity (ft/s) = 1.63
Slope (%) = 1.30 Wetted Perim (ft) = 3.37
N-Value = 0.030 Crit Depth, Yc (ft) = 0.29
Top Width (ft) = 3.30
Calculations EGL (ft) = 0.37
Compute by: Known Q
Known Q (cfs) = 0.89
Elev (ft) Section Depth (ft)
64.00 1.60
63.50 1.10
------ --- --- - ---
63.00 0.60
62.50 0.10
62.00 -0.40
61.50 -0.90
0 2 4 6 8 10 12 14 16 18 20
Reach (ft)

Channel Report
Hydraflow Express Extension for Autodesk®AutoCAD9 Civil 3D®by Autodesk, Inc. Wednesday,Sep 16 2015
Swale 3 - 10yr
Triangular Highlighted
Side Slopes (z:1) = 5.00, 5.00 Depth (ft) = 0.65
Total Depth (ft) = 1.50 Q (cfs) = 4.870
Area (sqft) = 2.11
Invert Elev (ft) = 62.40 Velocity (ft/s) = 2.31
Slope (%) = 1.00 Wetted Perim (ft) = 6.63
N-Value = 0.030 Crit Depth, Yc (ft) = 0.57
Top Width (ft) = 6.50
Calculations EGL (ft) = 0.73
Compute by: Known Q
Known Q (cfs) = 4.87
Elev (ft) Section Depth (ft)
64.00 1.60
63.50 1.10
63.00 0.60
000,
62.50 0.10
62.00 -0.40
61.50 -0.90
0 2 4 6 8 10 12 14 16 18 20
Reach (ft)

Channel Report
Hydraflow Express Extension for Autodesk®AutoCAD9 Civil 3D®by Autodesk,Inc. Wednesday,Sep 16 2015
Swale 4 - 10 yr
Triangular Highlighted
Side Slopes (z:1) = 5.00, 5.00 Depth (ft) = 0.19
Total Depth (ft) = 1.50 Q (cfs) = 0.260
Area (sqft) = 0.18
Invert Elev (ft) = 62.40 Velocity (ft/s) = 1.44
Slope (%) = 2.50 Wetted Perim (ft) = 1.94
N-Value = 0.030 Crit Depth, Yc (ft) = 0.18
Top Width (ft) = 1.90
Calculations EGL (ft) = 0.22
Compute by: Known Q
Known Q (cfs) = 0.26
Elev (ft) Section Depth (ft)
64.00 1.60
63.50 1.10
63.00 0.60
----- - ------ - - - ------------------------
62.50 - 0.10
62.00 -0.40
61.50 -0.90
0 2 4 6 8 10 12 14 16 18 20
Reach (ft)

Channel Report
Hydraflow Express Extension for AutodeskO AutoCAD®Civil 3D®by Autodesk, Inc. Wednesday,Sep 16 2015
Swale 5 - 10yr
Triangular Highlighted
Side Slopes (z:1) = 5.00, 5.00 Depth (ft) = 0.19
Total Depth (ft) = 1.50 Q (cfs) = 0.210
Area (sqft) = 0.18
Invert Elev (ft) = 61.20 Velocity (fUs) = 1.16
Slope (%) = 1.50 Wetted Perim (ft) = 1.94
N-Value = 0.030 Crit Depth, Yc (ft) = 0.17
Top Width (ft) = 1.90
Calculations EGL (ft) = 0.21
Compute by: Known Q
Known Q (cfs) = 0.21
Elev (ft) Section Depth (ft)
63.00 1.80
62.50 1.30
62.00 0.80
61.50 ® 0.30
61.00 -0.20
60.50 -0.70
0 2 4 6 8 10 12 14 16 18 20
Reach (ft)

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80 Soil Survey
is loamy fine sand or fine sandy loam. The BC horizon has hue of 1 OYR, value of 6 to 8,
The Bt horizon has hue of 10YR or 7.5YR, value of 5 and chroma of 1 to 6. The texture is loamy fine sand or
to 7, and chroma of 4 to 8. The texture is sandy clay sandy loam.
loam or sandy loam. The C horizon has colors similar to those in the BC
The BC horizon has hue of IOYR, value of 5 or 6, horizon. The texture is sand or stratified sand and
and chroma of 4 to 8. The texture is sandy clay loam or loamy sand.
sandy loam. Some pedons are stratified with these
textures. Kureb Series
The 2C horizon has hue of 10YR, value of 5 to 8,
and chroma of 1 to 4. The texture is sand or loamy The Kureb series consists of excessively drained
sand. soils on the uplands. These soils formed in sandy
sediment. The slopes range from 2 to 6 percent.
Kenansville Series Typical pedon of Kureb fine sand, 2 to 6 percent
slopes; about 8.1 miles northeast of Hampstead on U.S.
The Kenansville series consists of well drained soils Highway 17, about 500 feet east-southeast on North
on terraces. These soils formed in sandy and loamy Carolina Highway 210, about 100 feet southwest of the
sediment. The slopes range from 0 to 4 percent. highway (2,420,000E; 258,900N):
Typical pedon of Kenansville fine sand, 0 to 4
percent slopes; about 12.1 miles north of Burgaw on A-0 to 5 inches; light gray (10YR 6/1) fine sand; single
U.S. Highway 117, about 0.2 mile east to the end of grained; loose; common uncoated sand grains; few
secondary road 1500, northwest about 20 feet fine and few coarse roots; slightly acid; clear wavy
(2,310,750E; 353,000N): boundary.
E-5 to 24 inches; light gray (10YR 7/1) fine sand;
Ap-0 to 9 inches; grayish brown (10YR 5/2) fine sand; single grained; loose; few fine and coarse roots;
weak medium granular structure; very friable; few neutral; clear irregular boundary.
fine roots; slightly acid; abrupt smooth boundary. C/Bh1-24 to 36 inches; brownish yellow (10YR 6/6)
E-9 to 24 inches; pale brown (10YR 6/3) fine sand; fine sand (C); single grained; loose; few thin strata
single grained; loose; few fine roots; strongly acid; of light gray (10YR 7/1) material; 10 percent, by
gradual wavy boundary, volume,dark reddish brown (5YR 3/2) weakly
Bt-24 to 33 inches; yellowish brown (10YR 5/8) fine cemented Bh material 0.5 inch to 2.0 inches in
sandy loam; weak fine subangular blocky structure; length; neutral; clear irregular boundary.
very friable; strongly acid; gradual wavy boundary. C/Bh2-36 to 57 inches; light yellowish brown It OYR
BC-33 to 42 inches; brownish yellow (10YR 6/6) loamy 6/4) fine sand (C); single grained; loose; common
fine sand; weak medium granular structure; very medium distinct dark reddish brown (5YR 3/2)
friable; strongly acid; gradual wavy boundary. horizontal bands and mottles; common light gray
C1-42 to 60 inches; very pale brown (1 OYR 7/4) sand; (10YR 7/1) streaks 0.25 to 1.0 inch wide; few
single grained; loose; strongly acid; gradual wavy coarse weakly cemented dark reddish brown (5YR
boundary. 3/2) concretions; few small pockets of uncoated
C2-60 to 80 inches; white (10YR 8/2) sand; single sand grains;neutral; gradual irregular boundary.
grained; loose; strongly acid. C/6h3-57 to 80 inches; pale brown (10YR 6/3) fine
sand (C); common medium distinct dark reddish
The thickness of the solum ranges from 40 to 60 brown (5YR 3/2) weakly cemented concretions;
inches, and depth to the Bt horizon ranges from 20 to single grained; loose; neutral.
40 inches. Reaction is very strongly acid to medium
acid unless lime has been added. Depth to the C/Bh horizon ranges from 20 to 50
The Ap or A horizon has hue of 10YR, value of 4 to inches. Reaction ranges from very strongly acid to
6, and chrome of 1 or 2. The E horizon has hue of neutral.
10YR, value of 5 to 8, and chrome of 3 or 4. It is sand The A horizon has hue of 10YR, value of 3 to 6, and
or fine sand. chroma of 1 or 2. It is 2 to 5 inches thick.
The Bt horizon has hue of 10YR or 2.5Y, value of 5 The E horizon has hue of MR, value of 7 or 8, and
or 6, and chroma of 4 to 8. The*texture is fine sandy chroma of 1 or 2. The texture is sand or fine sand.
loam or sandy clay loam. The C part of the C/Bh horizon has hue of 1 OYR,

Pander County, North Carolina 147
TABLE 16.--SOIL AND WATER FEATURES--Continued
i Flooding r High water table r Risk of corrosion
Map symbol and !Hydrologic! r i i
soil name group ! Frequency ! Duration Months I Depth ! Kind !Months !Uncoated !Concrete
! ! ! ! ! ! ! ! steel
i i r i i Ft
Jo----------------1 C (Rare--------! --- --- 11.5-3.OlAppazent!Dec-Apr`6loderate !High.
Johns ! ! ! ! ! ! ! !
! ! !
KaA---------------� B 1None--------1 --- ! --- 14.0-6.0lApparent!Dec-Apr!Moderate !Moderate.
Kalmia
! ! !
KeB---------------i A !None________! ___ l ___ 19.0-6.0lAppar®tlDec-Apr iLow______iH14h.
Kenansville ! ! ! ! ! ! !
r i i r i r r r r
1 I
KnB_______________i A !None 1! ___ 1 ___ � )6.0 ! ___ � ___ 'Low------l Low.
Kureb
I ! ! ! ! ! !
LaA---------------1 B/D 1None-------- ! 0-1.0lAppazeatlNov-Apr!High-----!High.
Leon
r r i r i i r r r
Ls----------------! B/D !None--------1 --- 1 --- ! +1-1.51ApparentlNov-AprlHigh-----!High.
Liddell ! ! ! ! ! ! ! ! !
Lu----------------1 B/D !Occasional !Brief to ! Nov-Mar ! 0-1.5jAppareutlNov-AprlHigh-----!High.
Lumbee ! ! ! long. ! ! ! ! !
! ! ! ! ! ! !
Ma----------------! C !None--------! --- ! --- 11.5-3.5lAPPazentiDec-MazlPlodera to !High.
Mandarin
! ! ! ! ! ! ! ! !
MCC. ! ! ! ! ! ! ! !
Marvyn-----------! B !None--------! --- 1 --- 1 >6.0 1 --- ! --- !Moderate !High.
! ! ! ! ! ! ! ! !
Craven-----------! C !None--------! --- ! --- 12.0-3.01Appazent!Dec-AprlHigh-----!High.
! i i i i i i i
Me----------------! D !Rare--------! --- ! --- ! 0-1.0lAppazent!Nov-AprlHigh-----1 Modera te.
Meggett ! ! ! ! ! ! !
! ! ! ! ! ! l !
Mk----------------! D !Frequent----!Brief-----1 Nov-Apr 10.5-1.5.Apparent!Dec-Mar!High-----!Moderate.
Muckalee ! ! ! ! ! ! ! !
r i r i r r r r
Mu----------------! A/D !None--------1 --- ! --- ! +1-1.0lApparentlNov-MaylHlgh-----!Moderate.
Murville ! ! ! ! ! ! ! !
! ! ! ! ! ! ! !
NhC---------------1 A !Rare________! ___ ! ___ ! )6.0 ! ___ ! ___ !High-----l Low.
Newhan ! ! ! ! ! ! ! !
! ! ! ! ! ! ! ! !
NkE: ! ! ! ! ! ! ! ! !
Newhan___________r A lRare--------1 ___ ! ___ 1 )6.0 1 ___ 1 ___ !High-----r rLow.
Corolla----------1 D !Rare-------- --- 11.5-3.0'APParent'Nov-Ma 'Low------'Low.
! ! ! ! ! ! ! ! !
NmE:
Newhan-----------! A !Rare________ )6.0 ___ ! ___ !High-----1Low.
r i i i l i r r r
Corolla----------! D !Rare--------! --- ! --- 11.5-3.0lApparentlNov-MaYlLow------Mow.
! ! ! ! ! ! ! ! !
Urban land.
NoA, NoB----------! B !None--------! --- 1 --- 14.0-6.0lApparentlJan-MariModerate !High.
Norfolk ! ! ! ! ! ! ! ! !
! ! ! ! ! ! ! !
On________________! B !None________! ___ ! ___ j1.5-3.OlAppazentlDec-Apr1N19h-----lHigh.
Onslow ! ! ! ! ! ! ! !
! ! ! ! ! ! !
PaA---------------! C !None________! ___ ! ___ 11.5-3.0lAPParentl DerAprl Lox______lHigh.
Pactolus !
! ! ! ! 1 ! ! ! !

NCDENR Stormwater BMP Manual Chapter Revised:10-16-12
18.3.13 Design Step 13: Signage
Signage at permeable pavement installations is required because they are maintained
and managed differently than traditional pavements.This promotes prolonged
effectiveness and helps prevent damage from conventional pavement management.
Figure 18-14 illustrates an — - Li-'tecl
example of a sign for a PERMEABLE PAVEMENT
permeable pavement C'11 C9
location. The design is based
on a 24 by 18 in.standard . `� '�.': 1j g �~;1:,� �M� �' (1C�j
size for sign production. The
DWQ can provide this image ACTIVITIES PROHIBITED:SANDING J 'M
in ahigh-resolution file for RE-SEALING
owners who would like to RE-SURFACING
use it for their signs. This POWER WASHING
graphic is in color but color STORAGE OF MULCH OR SOIL
signs are not required.Large STORAGE OF SNOW PILES
permeable pavement STORAGE OF HEAVY LOADS
applications may require I APPLICATION OF SALT OR DE-ICERS
several signs. Figure 18-14. Example sign layout for permeable
pavement sites
18.4. Construction
A preconstruction meeting is highly recommended to ensure contractors understand the
need to prevent subgrade compaction and clogging of the pavement surface.The
following should be discussed at the meeting:
• Walk through site with builder/contractor/subcontractor to review erosion and
sediment control plan/stormwater pollution prevention plan
• Determine when permeable pavement is built in the project construction
sequence,before or after building construction,and measures for protection and
surface cleaning
• Aggregate material storage locations identified(hard surface or on geotextile)
• Access routes for delivery and construction vehicles identified
• Mock-up location,materials testing and reporting
A preconstruction meeting is also an opportunity to discuss other unique construction
considerations for permeable pavement. Construction oversight by a design
professional familiar with permeable pavement installation can help ensure that the
investment results in adequate long-term performance.
Contractors not familiar with permeable pavement are accustomed to compacting
pavement soil subgrades to increase structural strength. However,this is in direct
opposition to the correct treatment of soil beneath permeable pavement for an
infiltrating design.
Permeable Pavement 18-28 October 2012

i r
Dr. Matthew Parr
13500 Hwy 50
Suite 104
Surf City, NC 28445
(710)327-DL980
I, Dr. Matthew Parr: DDS, owner of Surf City Dental and Member/Manager of MAPNC, LLC,
hereby give consent and authorization to Yates Chambliss of Chambliss and Rabil Contractors,
Inc to handle any business matters and make any decisions on my behalf that relate to the
stormwater permitting with DENR,for both my property located at 126 NC HWY 210 in Surf
City as well as the offsite Stormwater Pond currently owned by Lowes, and where we will be
tying into. Yates Chambliss can sign any documentation on my behalf as well. Please contact
me at above phone number for any questions or concerns
I
��IK�Zais
SEP 2 2 2015
i

y Permit No.
(to be provided by DF,MLR)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF-SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED OFF-SITE TREATMENT SYSTEMS
This form may be photocopied for use as an original
DEMLR Stormwater Management Plan Review: (am)
A complete stormwater management plan submittal includes a stormwater management permit application, an
off-site system supplement for each off-site stormwater treatment system, appropriate supplement forms for any
on-site stormwater treatment systems, and plans and specifications showing all stormwater conveyances and
drainage details for the project.
L PROJECT INFORMATION
Project Name : Parr Dental Office
Contact Person: T. Jason Clark, P.E. Phone Number: ( 910) 343-9653
Is all drainage from the project directed to the off-site system? (check one): ® Yes ❑ No
II. OFF-SITE SYSTEM INFORMATION (please complete the following information for the off-site system
that will treat runoff from your project):
Permit No. SW8 050502
Project Name:Lowe's Surf City
Type of System (wet pond, infiltration basin, ete.):Infiltration Basin #5
Lot No. (if part of a subdivision):Lot 2
How much built upon area draining to the permitted treatment system has been allocated to this
project?38,724 SF (Flows Offsite)
38,724 SF is Allocated to Offsite
ECEBVE
III. REQUIRED ITEMS CHECKLIST SEP 12 2015
Prior to issuing an off-site permit, verification of the following information must*-grevided to r;al in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stornwater Management Permit Application Form, the
agent may initial below. If a requirement has not been met, attach justification.
Form SW401-Off-Site System-Rev.I Page I of 2

-Applicants I 'tials
� a. Deed restrictions limiting the built-upon area on the site have been recorded.i A L; 'K
Nod b. Engineers certification for the existing off-site system has been submitted to DEMLR.
c. There are no outstanding Notices of Violation for the off-site system.
d. Off-site system is in compliance with the issued permit. Tio r
L6V) L,,
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time.
2. Accumulated sediment and trash will be removed from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Energy, Mineral and Land Resources.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the five maintenance procedures listed above. I agree to notify DEMLR of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title:Yates Chambliss of Chambliss & Rabil Contractors, Inc. for Matthew A. Parr, Member/
Manager EIVE
Address:P.O. Box 802 Wrightsville Beach NC 28480
Phone:[phone] Date: �ZZ its 2 2 2015
Signature: BY:
Note: The legally r sponsible party should not be a homeowners association unless more than 50%of the lots have been sold and a
resident of the subdivision has been named the president. /�
LI, CJ S ,a otary Public foN e Stat of ���6unty of
y personally appeared before me this�a do herebycer that 5
day of and ac owledge the due execution of the forgoing documeuAcladi ,
All
stormwater collection system maintenance requirements. Witness my hand and official seal, Q}mow Q/S y
Notary Public �� •�••'
Form SWU-106 Rev 8.07 Page 2 of 2 '�q;J;OV �1%,E

Corporations Division Page 1 of
I
I5U1Y
North Carolina
Elaine F M8rshail DEPARTMENT oFTVIE
Secretary SECRETARYoF STATE
r F•^.µ PO Box29622 RaleiNh.NO 27626.0622 t919)W74006 Account
Login
Click Here To: Register
View Document Filings File an Annual Report Print a Pre-Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: MAPNC, LLC
Limited Liability Company Information
Sosld: 1416631
Status: Current-Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 12/12/2014
Fiscal Month: December
State of Incorporation: NC
Registered Agent: Parr, Matthew A
Corporate Addresses
Reg Office: 13500 Highway 50 Suite 104
Surf City, NC 28445
Reg Mailing: PO Box 802
Wrightsville Beach, NC 28480
Company Officials
All LLCs are manager-managed pursuant to N.C.G.S.57D-3-20.
EC I E
SEP 2 2 2015
BY:
http://Www.secretary.state.ne.us/Search/profcorp/10685228 7/29/2015

SOSID: 1416631
Date Filed: 12/12/2014 1:48:00 PM
Elaine F.Marshall
North Carolina Secretary of State
ARTICLES OF ORGANIZATION C2014 346 00314
OF
MAPNC,LLC
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does
hereby submit these Articles of Organization for the purpose of forming a limited liability
company.
1. The name of the limited liability company is:
MAPNC,LLC
2. The name and address of the organizer executing these Articles of Organization is
as follows:
Matthew A.Parr
P.O.Boa 802
Wrightsville Beach,NC 28480
3. The street address and county of the initial registered office of the limited liability
company is:
13500 Highway 50,Suite 104
Surf City,NC 28445
Pender County
4. The mailing address of the initial registered office of the limited liability company
is:
P.O.Bog 802
Wrightsville Beach,NC 28480
5. The name of the initial registered agent at the limited liability company's initial
registered office is:
Matthew A.Parr
6. The limited liability company does not have a principal office.
7. To the fullest extent permitted by applicable law,as it now exists or may hereafter
be amended, the limited liability company shall indemnify all members, managers and other
company officials of the limited liability company against all liability and litigation expense,
including,but not limited to,reasonable attorneys' fees,arising out of their status as such or their
activities in the foregoing capacity, regardless of when such status existed or activity occurred
and regardless of whether or not they are members,managers or other company officials of the
limited liability company at the time such indemnification is sought or obtained. Without
limiting the generality of the foregoing indemnity, such persons may also recover from the
limited liability company all reasonable costs, expenses and attorneys' fees in connection with
124799

the enforcement of rights to indemnification granted herein. The provisions of this paragraph are
in addition to and not in limitation of the power of the limited liability company with respect to,
and the rights of any member, manager or other company official of the limited liability
company to receive the benefits of, any other or further indemnification, insurance, elimination
of liability or the right or benefit which is either required by the North Carolina Limited Liability
Company Act or permitted thereby and duly adopted by the limited liability company in
accordance therewith.
8. To the fullest extent permitted by applicable law, as it now exists or may hereafter
be amended, no member, manager or other company official of the limited liability company
shall have any personal liability arising out of any action, whether by or in the right of the
limited liability company or otherwise, for monetary damages for breach of his or her duty as a
member,manager or other company official. This paragraph shall not impair any right to receive
indemnity or insurance from the limited liability company or any third party which any member,
manager or other company official may now or hereafter have.Any repeal or modification of this
paragraph shall not impair or otherwise adversely affect any limitation on, or elimination of, the
personal liability of a member, manager or other company official effected hereby with respect
to the acts or omissions occurring prior to such repeal or modification.
9. These Articles of Organization will be effective upon filin
This the L day ofDp&tABP tL 2014.
0
Name: Ma ew A. Pan
Title: Org ' r
124799 2

Sharon Lear Dllloughby Register of Deeds
01-0g-2015 1g:10:40.000 Pender County, NC I -Q
NC REVENLE STAMP: $229.000.00 (#ounty, U
'se y, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllll Shro P023811�;°ohb,PR (Ilrl—
/PREPARED
Pender County, NC Register of Deeds Page 1 of 4
BY:YOW,FOX&MANNEN,P.O.BOX 479,WILMINGTON,NC 28402
STATE OF NORTH CAROLINA
COUNTYOFPENDER
REVENUE STAMPS: $1,200.00 Tax ID No.:4225-o8-2988-0000
"This instrument prepared by: Douglas A. Fox, a licensed North Carolina attorney.
Delinquent taxes,if any,to be paid by the closing attorney to the county tax collector upon
disbursement of closing proceeds."
Preparer has been informed that this is not the primary residence of the Grantor.
Preparer of this document has made no title examination and makes no representation or
certifications as to any matters affecting title.
WARRANTY DEED
THIS DEED, made this oth day of January, 2015, by and between Larry J.
Batson,as Executor of the Estate of Alston Winslow Burke, 97 Atkinson Point
Road,Holly Ridge,NC 28445, GRANTOR,to MAPNC,LLC, a North Carolina limited
liability company, of Post Office Box 802,Wrightsville Beach,NC 2848o,GRANTEE;
WITNESSETH•
That said Grantor,for a valuable consideration paid by the Grantee,the receipt of
which is hereby acknowledged,has bargained and sold,and by these presents does grant,
bargain,sell and convey unto the Grantee in fee simple,all that certain lot,tract,or parcel
of land situated in the County of Pender and State of North Carolina,and more particularly
described as follows:
See Attached Exhibit"A"
ACTury To: Douglas A.. Fox
ECEIVE
SEP 2 2 2015
BY:

Hall, Christine
From: Jason Clark <[e-mail]>
Sent: Tuesday, September 22, 2015 11:42 AM
To: Hall, Christine
Cc: Amy Norris
Subject: Parr Dental Office - SW Express Meeting - Requested DA Map
Attachments: da Map Express.pdf
Christine,
Thank you for meeting with us this morning for the Express submittal of the Parr Dental Office. I have attached a copy of the
highlighted Drainage Area map for the Parr Dental Site. All Three Drainage Areas are highlighted, DA off-site to Infiltration
Basin#5 (SW8 050502), DA Pervious Pavement'B'and Pervious Pavement'A'.
Please note the Drainage Areas for the pervious pavement weren't broken out of the Offsite to IB#5 Drainage Area,to be
conservative.
We will deliver two copies to your office.
Thanks,
T. Jason Clark, PE
NORRIS & TUN$TALL
CO NS U LTI NG,EN G I N EE RS.1?C.
902 Market Street, Wilmington, NC 28401
910-343-9653 (Ext. 202) 1 910-343-9604 (F)
iclark(d)nteng ineers.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.
1

wm_ e r p o r e
Li aileU
ECS CAROLINAS, LLP "Setting the Standard for Service"
Geotechnical • Construction Materials • Environmental • Facilities NC R4S'10re Engi-eng Fum F-1078
May 21, 2015
Mr. Yates Chambliss
Chambliss& Rabil
6426-C Windmill Way
Wilmington, North Carolina 28405
Reference: Report of Season High Water Table Estimation and Infiltration Testing
Dr. Parr Property
Wilmington, New Hanover County, North Carolina
ECS Project No. 22.22747
Dear Mr. Chambliss:
ECS Carolinas, LLP (ECS) recently conducted a season high water table (SHWT) estimation
and infiltration testing adjacent to the stormwater best management practice (BMP) areas off of
Highway 210 adjacent to the Lowes home store in Surf City, Fender County, North Carolina.
This letter, with attachments, is the report of our testing.
Field Testing
On May 19, 2015, ECS conducted an exploration of the subsurface soil and groundwater
conditions at two requested locations shown on the attached Test Location Plan (Figure 1).
ECS located the borings by using a site plan provided by Norris & Tunstall Consulting
Engineers. The purpose of this exploration was to obtain subsurface information of the in-place
soils for the stormwater BMP areas. ECS explored the subsurface soil and groundwater
conditions by advancing one hand auger boring into the existing ground surface at the
requested boring locations. ECS visually classified the subsurface soils and obtained
representative samples of each soil type encountered. ECS also recorded the SHWT and
groundwater elevation observed at the time of the hand auger borings. The attached Infiltration
Testing Form provides a summary of the subsurface conditions encountered at the hand auger
boring locations.
The SHWT and groundwater elevation was estimated at the boring locations below the existing
grade elevation. A summary of the findings are as follows:
Location SHWT Groundwater
B-1 60 inches 86 inches
B-2 50 inches — c_ 66 inches �Ltrode0 80'e' �4,5
B-3 48 inches — SS. Winches
ECS has conducted four infiltration tests utilizing a compact constant head permeameter near
the hand auger borings in order to estimate the infiltration rate for the subsurface soils.
Infiltration tests are typically conducted at two feet above the SHWT or in the most restrictive
soil horizon. B-1 and B-2 were performed at the surface elevation for the design of pervious
concrete. ECS was requested to perform an additional test in the natural soils beneath the
backfill material at location B-3.
FEFCEIVE
SEP 2 2 2015
pri -
6714 NatherlandS priv tPR nirgton, NC 98405 • ; 9,,0-686-9114 ;: 910-G86-9666 www.e�I1i, ,
=CS Carolinas. LLP • --CS Florida,LLC • ECS-Midwest.LLC • ECS Mid-atlantic.LLC • ECS Southeast,LLC • ECS Texas,LLP

Report of SHWT Estimation and Infiltration Testing
Dr. Parr Property
Surf City, Pander County, North Carolina
ECS Project No. 22.22747
May 21, 2015
Field Test Results
Below is a summary of the infiltration test results:
Location Description Depth Inches/,"
floufi
B-1 Gray/white fine to med. SAND 10 inches 24.4
B-2 Gray/white fine to med. SAND 10 inches 26.6
B-3 Dark brown silty SAND w debris 24 inches 0.26
fill
B-3A Tan/orange fine SAND 40 inches 4.0
Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and
subsurface conditions.
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our exploration. If the project
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary. The discovery of any site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary. The assessment of site environmental conditions for the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
geotechnical exploration.
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at(910)686-9114.
Respectfully,
�ECS CAROLINAS, LLP
K. Brooks Wall Kns J. Stamm
Project Geologist Principal
CC: John Tunstall, P.E.—Norris&Tunstall Consulting Engineers, PLLC
Attachments: Figure 1 -Test Location Plan
Infiltration Testing Form
ASFE Document
2

Infiltration Testing Form
Dr. Parr Property
Surf City, Pender County, North Carolina
ECS Project No. 22.22747
May 19, 2015
Location Depth USCS Soil Description
B-1 0-30" SP Gray/white fine to med. SAND
30"-60" SP Tan/Brown fine to med. SAND
60"-86" SM Dark brown silty SAND (hardpan)
Seasonal High Water Table was estimated to be at 60 inches below the
existing grade elevation.
Groundwater was encountered at 86 inches below the existing grade
elevation.
Test was conducted at 10 inches below existing grade elevation
Infiltration Rate: 24.4 per hour
Location Depth USCS Soil Description
B-2 0-24" SP Gray/white fine to med. SAND
24"-66" SP Tan/Brown fine to med. SAND
Seasonal High Water Table was estimated to be at 50 inches below the
existing grade elevation.
Groundwater was encountered at 66 inches below the existing grade
elevation.
Test was conducted at 10 inches below existing grade elevation
Infiltration Rate: 26.6 per hour

Infiltration Testing Form
Dr. Parr Property
Surf City, Pender County, North Carolina
ECS Project No. 22.22747
May 19, 2015
Location Depth USCS Soil Description
B-3 0-24" SM Dark brown silty SAND w/debris (fill)
24"-48" SP Tan/orange fine SAND
48"-60" SP Gray fine SAND
Seasonal High Water Table was estimated to be at 48 inches below the
existing grade elevation.
Groundwater was encountered at 60 inches below the existing grade
elevation.
Tests were conducted at 24 and 40 inches below existing grade elevation
Infiltration Rate B-3: 0.26 per hour
Infiltration Rate B-3A: 4.0 per hour

Geotechnical Engineeping RePOPI
Geotechnical Services Are Performed for • elevation,configuration,location,orientation,orweight of the
Specific Purposes, Persons, and Projects proposed structure,
Geotechnical engineers structure their services to meet the specific needs of • composition of the design team,or
their clients.A geotechnical engineering study conducted for a civil engineer • project ownership.
may not fulfill the needs of a construction contractor or even another civil
engineer.Because each geotechnical engineering study is unique,each geo- As a general rule, always inform your geotechnical engineer of project
technical engineering report is unique,prepared solelyfor the client.No one changes - even minor ones- and request an assessment of their impact.
except you should rely on your geotechnical engineering report without first Geotechnical engineers cannot accept responsibility or liability for problems
conferring with the geotechnical engineer who prepared it.And no one not that occur because their reports do not consider developments of which they
even you-should apply the report for any purpose or project except the one were not informed
originally contemplated. Subsurface Conditions Can Change
Read the Full Report A geolechnical engineering report is based on conditions that existed at the
Serious problems have occurred because those relying on a geotechnical time the study was performed. Do not rely on a geotechnical engineering
engineering report did not read it all.Do not rely on an executive summary. report whose adequacy may have been affected by:the passage of time;by
Do not read selected elements only. man-made events,such as construction on or adjacent to the site;or by natu-
ral events,such as floods,earthquakes,or groundwater fluctuations.Always
A Geotechnical Engineering Report Is Based on contact the geotechnical engineer before applying the report to determine if it
A Unique Set ofProject-SpecdicFactors is still reliable.A minor amount of additional testing of analysis could prevent
Geotechnical engineers consider a number of unique,project-specific factors major problems.
when establishing the scope of a study.Typical factors include:the client's
goals,objectives,and risk management preferences;the general nature of the Most Geotechnical Rndings Are Professional
structure involved, its size,and configuration;the location of the structure Opinions
on the site;and other planned or existing site improvements,such as access Site exploration identifies subsurface conditions only at those points where
roads,parking lots,and underground utilities.Unless the geotechnical engi- subsurface tests are conducted or samples are taken.Geotechnical engineers
near who conducted the study specifically indicates otherwise,do not rely on review field and laboratory data and then apply their professional judgment
a geotechnical engineering report that was: to render an opinion about subsurface conditions throughout the site.Actual
•not prepared for you, subsurface conditions may differ-sometimes significantly from those indi-
•not prepared for your project, cated in your report.Retaining the geotechnical engineer who developed your
•not prepared for the specific site explored,or report to provide construction observation is the most effective method of
•completed before important project changes were made. managing the risks associated with unanticipated conditions.
Typical changes that can erode the reliability of an existing geotechnical A Reports Recommendations Are Not Final
engineering report include those that affect Do not overrely on the construction recommendations included in your re-
the function of the proposed structure,as when its changed from a pod. Those recommendations are not final,because geotechnical engineers
parking garage to an office building,or from alight industrial plant develop them principally from judgment and opinion.Geotechnical engineers
to a refrigerated warehouse, can finalize their recommendations only by observing actual

subsurface conditions revealed during construction.The geotechnical engi- to disappointments, claims, and disputes. To help reduce the risk of such
neer who developed your report cannot assume responsibility or liability for outcomes,geotechnical engineers commonly include a variety of explanatory
the report's recommendations if that engineer does not perform construction provisions in their reports. Sometimes labeled "limitations'many of these
observation. provisions indicate where geotechnical engineers' responsibilities begin
and end,to help others recognize their own responsibilities and risks.Read
A Geotechnical Engineering Report Is Subject to these provisions closely.Ask questions.Your geotechnical engineer should
Misinterpretation respond fully and frankly.
Other design team members' misinterpretation of geotechnical engineer-
ing reports has resulted in costly problems.Lower that risk by having your Geoenvlronmental Concerns Are Not Covered
geotechnical engineer confer with appropriate members of the design team The equipment, techniques,and personnel used to perform a geoenviron-
after submitting the report.Also retain your geotechnical engineer to review mental study differ significantly from those used to perform a geolechnical
pertinent elements of the design team's plans and specifications.Contractors study.For that reason,a geotechnical engineering report does not usually re-
can also misinterpret a geolechnical engineering report.Reduce that risk by late any geoenvironmental findings,conclusions,or recommendations;e.g.,
having your geotechnical engineer participate in prebid and preconstruction about the likelihood of encountering underground storage tanks or regulated
conferences,and by providing construction observation. contaminants.Unanticipated environmental problems have led to numerous
project failures.If you have not yet obtained your own geoenvironmental in-
Do Not Redraw the Engineer's Logs formation,ask your geotechnical consultant for risk management guidance
Geotechnical engineers prepare final boring and testing logs based upon Do not rely on an environmental report prepared for someone else.
their interpretation of field logs and laboratory data. To prevent errors or
omissions, the logs included in a geotechnical engineering report should Obtain Professional Assistance To Deal with Mold
never be redrawn for inclusion in architectural or other design drawings. Diverse strategies can be applied during building design,construction,op-
Only photographic or electronic reproduction is acceptable, but recognize eration,and maintenance to prevent significant amounts of mold from grow-
that separating logs from the report can elevate riskk ing on indoor surfaces.To be effective,all such strategies should be devised
for the express purpose of mold prevention,integrated into a comprehensive
Give Contractors a Complete Report and plan,and executed with diligent oversight by a professional mold prevention
Guidance consultant. Because just a small amount of water or moisture can lead to
Some owners and design professionals mistakenly believe they can make the development of severe mold infestations,a number of mold prevention
contractors liable for unanticipated subsurface conditions by limiting what strategies focus on keeping building surfaces dry.While groundwater,wa-
they provide for bid preparation.To help prevent costly problems,give con- ter infiltration, and similar issues may have been addressed as part of the
tractors the complete geotechnical engineering report,butpreface it with a geotechnical engineering study whose findings are conveyed in-this report,
clearly written letter of transmittal.In that letter,advise contractors that the the geotechnical engineer in charge of this project is not a mold prevention
report was not prepared for purposes of bid development and that the report's consultant none of the services performed/n connection with
accuracy is limited;encourage them to confer with the geotechnical engineer the geotechnlcalengineer''s study were designed orconducted
who prepared the report(a modest fee may be required)and/or to conduct ad- for the purpose of mold prevention.Proper hnplementadon of
ditional study to obtain the specific types of information they need or prefer. the recommendatfons conveyed In Ihts report wig not of Itself
A foretold conference can also be valuable.Be sure contractors have sufficient he sufficient to prevent mold from growing In or on the struc-
timeto perform additional study.Only then might you be in a position to give mre involved.
contractors the best information available to you,while requiring them to at
least share some of the financial responsibilities stemming from unantici- Rely on Your ASFE-Member Geotechnical
pated conditions. Engineer For Additional Assistance
Membership in ASFE/fhe Best People on Earth exposes geotechnical engi-
Read Responsibility Provisions Closely neers to a wide array of risk management techniques that can be of genuine
Some clients,design professionals,and contractors do not recognize that benefit for everyone involved with a construction project. Confer with your
geotechnical engineering is far less exact than other engineering disciplines. ASFE-member geotechnical engineer for more information.
This lack of understanding has created unrealistic expectations that have led
ASFE
The Baal Paella as Far11
8811 Colesville Road/Suite G106,Silver Spring,MD 20910
Telephone:'301/565-2733 Facsimile:301/589-2017
e-mail:[e-mail] www.asfe.org
Copyright 2004 by ASFE,Inc.Duplication,reproduction,or copying of this document,in whole min part,by anymeans whatsoever,is strictlyprotimned,except m1hASFB specific
written permission.Excerpting,gaoling,or otherwise extracting wording from this document is permitted only with the express written permission of ASFE,and only for purposes
ofscholarly research or book review.Only members ofASFEmay use this document as a complement to ores an element ofa nontechnical engineering report.Any other firm,
individual,or other entity that so uses this document without being anASFE member could be committing negligent or intentional(fraudulent)misrepresentation
IIGER060450M

Prepared By and Return To: Jerry A. Mannen, Jr,Yow, Fox &Mannen, LLP, 1o2 N.
Fifth Avenue, Wilmington, NC 28401
ecelve
STATE OF NORTH CAROLINA SEP 2 2 2015
COUNTY OF PENDER I
---
SECOND AMENDMENT TO EASEMENTS, COVENANTS AND
RESTRICTIONS
THIS SECOND AMENDMENT TO THE EASEMENTS, COVENANTS,
CONDITIONS AND RESTIRCITONS ("Amendment)" is made and entered into as of the
day of September, 2015 by and between Weingarten Hughes Surf City Venture,
a Texas joint venture and Weingarten/Investments, Inc., a Texas corporation,
(collectively"Developer"), Lowe's Homes Centers, Inc. , a North Carolina corporation
("Lowe's") and MAPNC, LLC, a North Carolina limited liability company("MAPNC")
(the foregoing parties hereinafter collectively referred to as the"Parties" and
individually as a"Party");
WITNESSETH:
WHEREAS, Lowe's is the owner of that certain tract of real property consisting of
approximately 30A acres located in Pender County, State of North Carolina, as more
particularly described on Exhibit i attached hereto and made a part hereof for all
purposes ("Lowe's Parcel"); and,
WHEREAS, MAPNC is the owner of that certain tract of real property consisting
of approximately 2.649 acres located in Pender County, State of North Carolina,which
tract is contiguous with and adjacent to the Lowe's Parcel as more particularly described
on Exhibit 2 attached hereto and made apart hereof for all purposes ("MAPNC Parcel");
and,
WHEREAS, Developer if the owner of those certain tracts of real property located
in Pender County, State of North Carolina, which tracts are located contiguous with and
adjacent to the Lowe's Parcel, and are more particularly described in Exhibit 3 attached
hereto and made a part hereof for all purposes ("Developer Parcel"); and,
WHEREAS, Lowe's, Developer and Developer's predecessor in interest,WRI
Hughes Surf City, LLC, entered into that certain Easements, Covenants, Conditions and
Restrictions dated August 16, 2007 and recorded in Book 3298 at Page 337 of the
Pender County Registry("Agreement") as amended by that certain First Amendment to
Easements, Covenants, Conditions and Restrictions dated July 31, 2oo9 and recorded in
1

Book 3685 at Page 22 of the Pender County Registry("First Amendment"). The
Agreement and First Amendment are sometime collectively referred as to the
"Agreement"; and,
WHEREAS,the Agreement and the First Amendment provide for among other
things easements for access,stormwater, utilities, and use of the property owned by
Developer and Lowe's; and, CL�_
WHEREAS,the MAPNC Parcel is currently not subject to the Agreement or the
First Agreement nor any other covenants, conditions or restrictions; and,
WHEREAS, MAPNC desires to develop its MAPNC Parcel in a complementary
manner and in conjunction with the Lowe's Parcel and the Developer Parcel; and,
WHEREAS, MAPNC has requested of Lowe's and Developer the right to access
and use of certain easements and other rights located on the LOWe's and Developer
Parcels including but not limited to drive way cuts on Wilkes Lane and the existing
access road, a non-exclusive easement for pedestrian and vehicular access,ingress and
egress over, across and within Wilkes Lane and the existing access road, reciprocal
easements for ingress and egress over and across the Lowe's, MAPNC and Developer
parcels, stormwater easements to construct stormwater basin #5 together with the
easement and right to tap in or utilize the existing water and sewer lines servicing the
Lowe's and Developer Parcels; and,
WHEREAS, Lowe's and Developer are desirous of granting to MAPNC certain
easements and other rights as provided herein; and,
WHEREAS,the Parties desire to amend the Agreement and to otherwise subject
the MAPNC Parcel to the Agreement as amended by the First Agreement and as
provided herein.
NOW, THEREFORE, in consideration of the sum of Ten Dollars ($io.00) and
other good and valuable consideration,the receipt and sufficiency of which are hereby
acknowledged, Developer, Lowe's and MAPNC hereby covenant and agree as follows:
1. The provisions of the Easements, Covenants, Conditions and Restrictions
dated August 16, 2007 and recorded in Book 3298 at Page 337 of the Pender County
Registry as amended by that certain First Amendment to Easements, Covenants,
Conditions and Restrictions dated July 31, 2009 and recorded in Book 3685 at Page 22
of the Pender County Registry and as amended by this agreement shall apply fully to the
MAPNC Parcel being all of Lot 2, Lowe's Home Centers, as shown on that plat recorded
in Map Book 39 at Page 117 of the Pender County Registry.
2. Lowe's hereby gives it approval to MAPNC pursuant to Article 3 of the
2

Agreement to use the MAPNC Parcel for a family dental practice and complementary
uses including an optometrist or professional doctor's office offering regular and routine
medical care.
3. Lowe's and Developer hereby give their approval and to MAPNC to make
connections from the MAPNC Parcel to Wilkes Lane and the access road generally
where shown on Exhibit hereto and to perform other work necessary which is
related to the installation of driveway cuts and connection of the MAPNC Parcel to
Wilkes Lane and the access road. Such approval includes the grant and conveyance of
such temporary construction easements upon the Lowe's and Developer Parcels as may
be required for MAPNC to make the necessary connections. All costs and expenses shall
be paid by MAPNC and MAPNC shall repair any and all damage to Wilkes Lane and the
access road caused or related to the foregoing and return any damaged portion of Wilkes
Lane or the access road to a condition as close to that existing before the damage as may
be reasonable.
4. Each party hereby grants and conveys to the other parties the right to use
and non-exclusive easements and for pedestrian and vehicular traffic along and upon
the access road and Wilkes Lane for the propose of providing ingress to and egress from
the parties parcels, N.C. Highway #210 and U.S. Highway 17 as shown on Exhibit A
attached hereto and made part hereof for all purposes.
5. Each parry hereby grants and conveys to the other parties, each to the
other,for the benefit of the parties parcels a non-exclusive easement and right to the use
of the common areas, common curb cuts, roadways, driveways, aisles, walkways and
sidewalks located on each parties parcel for purposes of ingress, egress, passage and
delivery by vehicles or pedestrians.
6. Lowe's hereby confirms that it has reviewed and approves the design,
location and use by MAPNC of stormwater facilities to be located on the Lowe's Parcel
and being more commonly known as stormwater basin or pond #5 as part of MPANC's
stormwater drainage requirement; and, Lowe's hereby grants to MAPNC a perpetual
easement in that portion of Lowe's Parcel cross-hatched on Exhibit hereto for the
installation of sewer and stormwater piping from the MAPNC Parcel_to the Lowe's
Parcel. All costs of the design, installation and maintenance of stormwater basin #5 and
related facilities shall be paid by MAPNC. MAPNC shall repair any and all damage
caused or related to the design, installation and connection by MAPNC to the
stormwater basin and return any damaged portion of the Lowe's Parcel to a condition as
close to that existing before the damage as may be reasonable.
7. Each party hereby grants and coveys to the other parties, each to the other,
for the benefit of the parties an easement to, over,under and across the parties parcels
for the purpose of the installation, operation, maintenance, repair, replacement,
removal and relocation of underground storm sewer lines, sanitary sewer pipes, septic
systems,water, gas, electric power lines,telephone lines, and other underground utility
3

lines ("Utility Lines") to serve the facilities located on the parties parcels. The
installation of any Utility Line shall be subject, as to location,to the approval of the
granting owner, which said approval shall not be unreasonably withheld, conditioned or
delayed.
8. Lowe's hereby grants to MAPNC a perpetual easement to run a water line
from the MAPNC Parcel across Wilkes Lane to the water main approximately in the
location shown on Exhibit . Lowe's and Developer acknowledge and agree that
MAPNC will temporarily close a portion of Wilkes Lane and will excavate an area to lay
MAPNC's water line. Except in the case of an emergency, MAPNC shall use reasonable
efforts to give notice of its intent to perform such work and the schedule for the work to
the manager of the Lowe's store on the Lowe's Parcel. Except in the case of an
emergency, MAPNC, Lowe's, and Developer shall work together in good faith to
schedule such closure and MAPNC shall use all reasonable efforts, expect in the case of
an emergency,to close only one(i)lane at any time in relation to such work; and,
MAPNC MAPNC shall repair any and all damage caused or related to the connection by
MAPNC to the water main stormwater basin and return any damaged portion to a
condition as close to that existing before the damage as may be reasonable.
9. The State of North Carolina has adopted Storm Water Runoff Regulations
applicable to high density developments with outparcels. In accordance with such
regulations,the total amount of impervious surface or"built-upon"area, or as defined
by the Storm water regulations of the State of North Carolina, is limited on every
outparcel to a high density development. The MAPNC parcel is an outparcel to the
Lowe's parcel and by the restriction herein of the MAPNC parcel to the Provisions of the
Easements, Covenants, Conditions and Restrictions, MAPNC agrees to be bound by the
restrictions,limitations, and other requirements for compliance with State Storm Water
Management Permit Number SW8.05o5o2 as issued by the Division of Energy, Mineral
and Land Resources under the Stormwater Management Regulations. The limitations
are set out on Exhibit_attached hereto. Lowe's and the State of North Carolina shall
have specific authority to enforce the provisions of the North Carolina Storm water
regulations and MAPNC, and any subsequent outparcel owner, shall be required to limit
the amount of impervious surface on any lot owned by said owner as set out on Exhibit
attached hereto.
lo. Any notice required to be given under the Agreement to MAPNC shall be
to:
MAPNC: MAPNC, LLC
ii. Except as amended hereby,the Agreement as amended, shall remain in
Full force and effect and unmodified.
4

12. This Amendment may be executed in one or more counterparts, each of
which shall be deemed an original and all such counterparts shall constitute one and the
same instrument.
[SIGNATURES APPEAR ON FOLLOWING PAGES]
5

IN WITNESS WHEREOF,the parties hereto have caused this Second
Amendment to Easements, Covenants and Restrictions to be executed and delivered to
be effective on the first date written above.
DEVELOPER:
WEINGARTEN HUGHES SURF CITY
VENTURE, a Texas joint venture
BY:
Name:
Title:
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I certify that the following person(s) personally appeared before me this day each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purposes stated therein and in the capacity indicated:
Date:
Notary Public
My Commission expires:
6

IN WITNESS WHEREOF,the parties hereto have caused this Second
Amendment to Easements, Covenants and Restrictions to be executed and delivered to
be effective on the first date written above.
DEVELOPER:
WEINGARTEN/INVESTMENTS, INC.
a Texas corporation
BY:
Name:
Title:
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I certify that the following person(s) personally appeared before me this day each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purposes stated therein and in the capacity indicated:
Date:
Notary Public
My Commission expires:
7

IN WITNESS WHEREOF,the parties hereto have caused this Second
Amendment to Easements, Covenants and Restrictions to be executed and delivered to
be effective on the first date written above.
LOWE'S:
LOWE'S HOME CENTERS, INC.,
a North Carolina corporation
BY:
Name:
Title:
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I certify that the following person(s)personally appeared before me this day each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purposes stated therein and in the capacity indicated:
Date:
Notary Public
My Commission expires:
8

IN WITNESS WHEREOF,the parties hereto have caused this Second
Amendment to Easements, Covenants and Restrictions to be executed and delivered to
be effective on the first date written above.
MAPNC:
MAPNC, LLC
a North Carolina limited liability company
BY:
Name:
Title:
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I certify that the following person(s) personally appeared before me this day each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purposes stated therein and in the capacity indicated:
Date:
Notary Public
My Commission expires:
9

Exhibit i
Lowe's Parcel
BEING all of those certain parcels of land identified as Lot i, Lot 3 and Lot 4 on that
certain Plat entitled"FINAL PLT OF LOWE'S HOME CETNERS, INC. SUBDIVISION"
as recorded in Book 39, Page 117, Pender County North Carolina Register of Deeds.
SAVE AND EXCEPT,that certain tract containing 3.84 acres as shown on
Recombination Plat for WRI Hughes Surf City, LLC, as recorded in Map Book 45, Page
o9o, of the Pender County, North Carolina, Register of Deeds.
10

Exhibit 2
MAPNC Parcel
BEING all of Lot 2, Lowe's Home Centers, Inc., as shown on that plat recorded in Map
Book 39, at Page 117,of the Pender County, North Carolina, Register of Deeds.
11

Exhibit 3
Developer Parcel
BEGINNING at a point in the western right-of-way line of NC Highway 210,leaving said
right-of-way running thence, South 39 degrees, 59 minutes,47 seconds West, a distance
Of 216.16 feet to a point;thence, South o6 degrees, 08 minutes, 25 seconds East, a
distance of 762.41 feet to a point in the center of that loo foot right-of-way to Carolina
Power and Light Company;thence, South o6 degrees, 08 minutes, 25 seconds East,a
distance of 901.77 feet to a point;thence, South 84 degrees, 47 minutes, 35 seconds
West, a distance of 348-44 feet to a point;thence, North 59 degrees, l9 minutes, 18
seconds West, a distance of 335.005 feet to a point in the common property line with the
now or formerly Brook Property as described in Deed Book 569, Page 18, Pender County
Registry; thence, North 35 degrees, 30 minutes, 30 seconds, East, a distance of 1,776.90
feet to a point in the western right-of-way line of NC Highway 210;thence, running
along said right-of-way the following courses and distances: South 5o degrees, 01
minutes, 30 seconds East, a distance of 26.71 feet to a point;thence, South 49 degrees,
i9 minutes, 30 seconds East, a distance of 227.67 feet to a point,the POINT AND
PLACE OF BEGINNING, containing approximately 28.5 acres.
TOGETHER WITH, that certain tract containing 3.84 acres as shown on Recombination
Plat for WRI Hughes Surf City, LLC, as recorded in Map Book 45, Page o90, of the
Pender County, North Carolina, Register of Deeds.
12

Exhibit
STORMWATER MANAGEMENT REGULATIONS
MAPNC OUTPARCEL— LOT 2, LOWE'S HOME CENTERS, INC.
1. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number sw8 050502 as issued by the
Division of Energy,Mineral and Land Resources under the Stormwater
Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the stormwater management
permit.
3. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
4. The covenants pertaining to stormwater'may not be altered or•rescinded
without the express written consent of the State of North Carolina,Division of
Energy,Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place
without the concurrence of the Division of Energy,Mineral and Land Resources.
6. The maximum built-upon m•ea for•the outparcel(s)shown on the approved
plans is as follows:
Outpareel # BUA Outparcel # BUA
LOT 2 _3&Z724 SOFT.
These allotted amounts include any built-upon area consh•ucted within the
property boundaries, and that portion of the right-of-way between the lot lines
and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete,gravel, brick, stone, slate, coquina and parking
areas, but does not include raised, open wood decking, or the water su face of
swimming pools.
y. The runoff from all built-upon area within the outparcel or future development
area must e directed into the permitted stormwater control system.
8. Built-upon area in excess of the permitted amount will require a permit
modification.
g. The connection fi•om the outparcel's collection system into the stormwater
control shall be made such that short-circuiting of the system does not occur.
10. For those outparcels or future development areas whose ownership is not
retained by the permittee, the new owner shall submit a separate offsite
stormwater permit application to the Division of Energy,Mineral and Land
Resources and receive a permit prior to construction.
ii. The project and each outparcel will maintain a 30**foot wide vegetated buffer
between all impervious areas and Surface waters.
**50 foot for projects located in the 20 coastal counties.
14

Hall, Christine
From: Hall, Christine
Sent: Thursday, August 20, 2015 1:19 PM
To: 'Jason Clark'
Cc: Amy Norris
Subject: RE: Parr Dental - Lowes Surf City (SW8 050502) and Rescinded (SW8 080613)
Jason,
The water quality volume must always be provided in the system per 15A NCAC 02H.1008(c)(1). Option 4 in Section
16.3.9 of the NC BMP manual allowing the infiltration system to "handle" the 10-year storm event is an alternative
design acceptable under 15A NCAAC 02H.1008(h)to waive the need for the excess runoff to be directed to a filter strip
as required by 15A NCAC 02H.1008(c)(4). This is the concept that was mirrored for infiltrating permeable pavement as
a means of providing safe conveyance of the 10-yr, 24-hr storm event (per#8 on page 18-3 of the BMP manual).
There are several benefits for using permeable pavement including: the stormwater devices don't have to take up
valuable land and permeable pavement can be used to reduce the total built-upon area on the site. Page 18-1 of the
BMP manual does a betterjob explaining the considerations than I can.
As for alternatives to the simple method, you certainly have the option of using the discrete SCS method as described in
the "Voluntary Options to use the SCS Method" document found here http://portal.ncdenr.org/web/Ir/trw or you can
choose to use Storm-EZ, which takes a volume matching approach. However, if you wanted to use Storm-EZ, please let
me know so 1 can double check whether or not this option is acceptable into the express program.
Christine
Please note the new e-mail address and direct phone number
Christine(Nelson) Hall
Environmental Engineer
NC DENR Division of Energy, Mineral and Land Resources-State Stormwater Program
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct:910-796-7335/Main: 910-796-7215/Fax:[phone]/[e-mail]
http://portal.ncdenr.org/web/ir/stormwater
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and maybe disclosed to third parties unless the content is exempt by statute or other regulation.
From: Jason Clark [mailto:[e-mail]]
Sent: Tuesday, August 18, 2015 12:45 PM
To: Hall, Christine
Cc: Amy Norris
Subject: Re: Parr Dental - Lowes Surf City (SW8 050502) and Rescinded (SW8 080613)
Christine,
Per the manual,when using pervious pavement the Depth of Aggregate for the water quality volume must be used if the
10year volume depth is less than the water quality volume. Is this still how pervious pavement is being reviewed? This gives
no incentive for using pervious pavement. In our case the 10 year depth is negative, using less than half the existing
infiltration rates, however the WQ depth is almost 20 inches deep(1 to 1 pervious to impervious). Wow, that is no incentive
at all. Is there an alternate option for design using the infiltration rate, rather than the simple method?
Again sorry for all the questions.
1

Thanks,
T. Jason Clark, PE
NORMS & TUNSTALL
-CONSULTING-ENGINEERS P.C.
902 Market Street, Wilmington, INC 28401
910-343-9653 (Ext. 202) l 910-343-9604 (F)
iclark(o)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:Jason Clark<jclark(@ntenaineers.com>
Date:Tuesday, August 18, 2015 at 11:51 AM
To: Christine Hall <[e-mail]>
Cc:Amy Norris<[e-mail]>
Subject: Re: Parr Dental - Lowes Surf City (SW8 050502) and Rescinded (SW8 080613)
Christine,
I'm running through the calculations and supplements. In modifying the Lowes Permit SW8 050502, Infiltration basin#3 has
to be returned (modified) back to the original design plus minimal new imp within the ROW. However the attached is the
most recently approved supplement for Basin#3. It shows that the previous permitted Volume didn't meet the
Required? How, am I supposed to handle this when you review under the Express Review? Also the most recent permit
permits the Basin #3 with a DA of 4.8 ac and 4.3 ac of impervious, however the supplement shows 4.29 and 4.06 acres
respectively. Please advise.
I'm sorry to keep bothering you on this. This is a tricky and complicated site.
Thanks,
T. Jason Clark, PE
2

NORRIS & TUNSTALL
-CONSULTING ENGINEERS:EC.
902 Market Street, Wilmington, NC 28401
910-343-9653 (Ext. 202) 1 910-343-9604 (F)
jclark(ilntengineers.corn
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: <Hall>, Christine Hall<[e-mail]>
Date:Tuesday, August 11, 2015 at 8:44 AM
To:Jason Clark<[e-mail]>
Subject: RE: Parr Dental - Lowes Surf City (SW8 050502) and Rescinded (SW8 080613)
Yes it would O
Please note the new e-mail address and direct phone number
Christine(Nelson) Hall
Environmental Engineer
NC DENR Division of Energy, Mineral and Land Resources-State Stormwater Program
127 Cardinal Drive Ext.,Wilmington, NC 28405
Direct: 910-796-7335/Main:910-796-7215/Fax:910-3S0-2004/christine.hall([e-mail]
http://portal.ncdenr.orp/web/Ir/stormwater
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Jason Clark [mailto:jclarkCo)ntengineers.com]
Sent: Monday, August 10, 2015 2:58 PM
To: Hall, Christine
Cc: Amy Norris
Subject: Re: Parr Dental - Lowes Surf City (SW8 050502) and Rescinded (SW8 080613)
However, if you are able to keep the total BUA and DA at or below the previously approved conditions for the dry
detention basin, then that would be acceptable too. Would this be acceptable with Express Review?
Thanks,
T. Jason Clark, PE
3

NORMS & TUNSTAL.IL
CONSULTIN6 ENGINEERS 1?C.
902 Market Street, Wilmington, NC 28401
910-343-9653 (Ext. 202) 1 910-343-9604 (F)
clark(a)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: <Hall>, Christine Hall <[e-mail]>
Date: Monday,August 10, 2015 at 2:32 PM
To:Jason Clark <[e-mail]>
Cc: Amy Norris<[e-mail]>
Subject: RE: Parr Dental - Lowes Surf City(SW8 050502)and Rescinded (SW8 080613)
Jason,
Assuming you are interested in submitted through the express review program, it will have meet the requirements in
the rules or one of the alternatives presented in Section 16.3.9 of the NC BMP manual. Additional alternatives not
described can be considered under 15A NCAC 02H.1008(h), but those must be submitted to the Regular program due to
the potential additional review time necessary to ensure the proposed measures provide equal or better protection and
will result in no increased potential for nuisance conditions.
However, if you are able to keep the total BUA and DA at or below the previously approved conditions for the dry
detention basin, then that would be acceptable too.
Christine
Please note the new e-mail address and direct phone number
Christine(Nelson)Hall
Environmental Engineer
NC DENR Division of Energy, Mineral and Land Resources-State Stormwater Program
127 Cardinal Drive Ext.,Wilmington, NC 28405
Direct:910-796-7335/Main:910-796-7215/Fax:910-3S0-2004/[e-mail]
http://portal.ncdenr.org/web/Irlstormwater
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
4

From: Jason Clark [mailto:jclark(alntengineers.com]
Sent: Monday, August 10, 2015 10:35 AM
To: Hall, Christine
Cc: Amy Norris
Subject: Re: Parr Dental - Lowes Surf City (SW8 050502) and Rescinded (SW8 080613)
Christine,
Thanks for responding to my questions. I've been reading through the calculations and permits for the last modification. It
seems that the infiltration basin#5 that was permitted for the Walgreens was allowed to use the overflow swale as their
VFS. They show 91'for the Vegetated Filter length, which is the approximate length of the overflow swale. That appears to
be why they didn't do any calculations for the downstream Lowes Dry Detention Basin. Is this an approach we can use? Back
tracking calculations for the down stream Dry Detention Basin will be difficult to produce, with so many basins in the area that
contribute.
Also I noted that the last permit up date for the Lowes SW8 050502 removed the drainage basin area for Infiltration Basin
#4. This removed all impervious from that basin#4. The permit total impervious was reduced from 793,663 sf to 647,737 sf,
including the impervious from Walgreens (which has been rescinded). This leaves excess capacity in the Dry Detention Basin
from original permit). If we keep the total impervious below the previously approved number of 793,663 sf, is this an
approach we can use?
I know these are complicated questions,this is a complicated site with multiple infiltration basins in a small area. I just want
to do this the correct way.
Thanks,
T. Jason Clark, PE
N®MS & TUNSTALL
-CONSULTING-ENGiNEERST..C.
902 Market Street, Wilmington, NC 28401
910-343-9653 (Ext. 202) 1 910-343-9604 (F)
jclark(a),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: <Hall>, Christine Hall<[e-mail]>
Date:Tuesday,August 4, 2015 at 1:28 PM
5

To:Jason Clark <[e-mail]>
Cc:Amy Norris<[e-mail]>,John Tunstall <[e-mail]>
Subject: RE: Parr Dental- Lowes Surf City (SW8 050502) and Rescinded(SW8 080613)
Jason,
Sorry for the delay in responding to your e-mail. I finally have had the opportunity to go through this file in depth. To
answer your questions: You certainly could direct the excess flow to the dry detention basin but you will need,to
provide calculations demonstrating that the system can handle the runoff and will meet the rules. As we discussed in
the meeting, there are a couple options for handing this. You can demonstrate that the bottom of the dry detention
basin is sized appropriately to act as a 50' filter strip for the entire drainage area. You can also demonstrate what
happens to the 10-year storm event. If the 10-yr storm event for the entire drainage area draining to that dry detention
basin overflows the BMPs,then a filter strip will be needed on the outlet. Or you can design the infiltration basin to
meet the alternatives presented in Section 16.3.9 of the BMP manual that allow the vegetated filter requirement to be
waived.
I hope this helps. Please let me know if you have any more questions.
Christine
Please note the new e-mail address and direct phone number
Christine(Nelson) Hall
Environmental Engineer
NC DENR Division of Energy, Mineral and Land Resources -State Stormwater Program
127 Cardinal Drive Ext.,Wilmington, NC 28405
Direct:910-796-7335/Main:910-796-7215/ Fax:[phone]/[e-mail]
http://portal.ncdenr.org/web/ir/stormwater
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Jason Clark [mailto:][e-mail]]
Sent: Wednesday, July 29, 2015 9:32 AM
To: Hall, Christine
Cc: Amy Norris; John Tunstall
Subject: Parr Dental - Lowes Surf City (SW8 050502) and Rescinded (SW8 080613)
Christine,
Thanks for meeting and talking with me yesterday about the Parr Dental Site. We are preparing the applications for the
Express SW Submittals. I have a few questions below. The final design of the site relies on the overflow portion of the
designed bmp's. All overflow from the Lowes Permit enter a Dry Detention Basin that appeared to be sized for the 10-year
storm (Pre-Post). However,the original submittal approved the site while the 10-year Post(Ts exceeded the Pre. The last
submittal for the Walgreens (SW8 080613) overflowed to this basin. I understand that the overflow from the infiltration basin
(within 1/2 mile of SA) is supposed to outlet to a 50'Vegetated Filter. It looks to me that the previous permits overflowed to
the downstream Lowes Dry Detention Basin rather than the Vegetated Filter.
1)Can we direct the flow above the 1-year storm to the Dry Detention Basin, as previously done? Do we need to provide
calculations for the Dry Detention Basin? I believe you said that the State wouldn't ever look at Pre-Post for a secondary basin
(I may of misunderstood).
2)lf calculations are required for the Detention Basin,what will you be looking for? Its unlikely we can show that it meets the
Pre-Post,since the original design didn't meet that specification.
6

This site is great for infiltration and we can meet the rules for volume and etc... The unknown portion, even after reviewing
the plans/calcs again, is the secondary dry detention basin.
Any information you can provide is appreciated. I want to make sure the submitted plans are correct and meet all design
criteria.
Thank You,
T. Jason Clark.PPEg Q� +�T 7�T �y��
1VORRIS & 1 Vl�IS1L�LL
i CONSULTING ENGINEERS P.C.
902 Market Street, Wilmington, NC 28401
910-343-9653 (Ext. 202) l 910-343-9604 (F)
jcla rk(a)nteng i n eers.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.
7

�es�

I
CONTRACTOR--", NC .
N. Yates Chambliss, IV
6426-C Windmill Way Office(910)350-0554
Wilmington,NC28405 Fax [phone]
[e-mail] Cell(910)231-3176
t

Fv DF,NR Use ONLY
��
North Carolina Department of Environment and Reis.*.
as C•�� ,�Susmll: Jy
Natural Resources;
NCDENR Request for Express Permit Review Tha. 11*40
Canine
FILL-IN all the information below and CHECK the Pemilf s you a(e O y requestrng for express review. Caf!end Email We completed form o the
Permit Coordinatoraalong tyiih a conrpleted'pET/ULED.narrative,sito plan(PDF filet and viiinitie nian(same items exaeeted Inn the application
paCkape of ho pmjact locetfom Please include this form In the application package,
- Provided Exlednq Permits.
to this Pralect
• Asheville d Mooi:esvUle Regions.. 29 A11son Davidson, alison.devfdsariCa! retateCncdenr:oov -
• Fayetteville,Raleigh or Winston-Salem Regions-David Lee 919.791.4203;davldfeeCWncdenr.vov
• Washington Region•Lyn:Hardison Y52-903842;Wn.hardisodDh6denrmov SW
• Wilmington Region•Cameron Weaver 91'0.796r7303;cameronmeaverOncdencaov SWSW
.—
NOTE:Projed applieah'on received after 12 nocri`will be sfampeo iri the fb wing work day. NeDES'_
NPDES`
',Pioi&tName:PARR.DENTALOFFICE Couny:PENDER WQ
Applicant tuMATTHEWA.'PARR Company:MAPNC:LLC Q_
Address:P.O.BOX 'City.,WRIGHTSVILLE BEACH.State;NCZip:264�R1-_ E&$
Phone:9f0 520-S467 Fax:910c329.4498 Email: errtlp ental mail.com E&S_
PhysicalLocafioh:NC HWY.210 Ottier_
Project brains into SA waters-Water classification HOW(for classification see
htte:ifoodal.ncdenr.orolweblvmloslcsulclassiflcations) T ;"I LI (r�
Project Located CAPE FEAR fbver 'q is pro)ddt dialning tb doss ORW:weters7 Y�i wdhin'h rnBe and draining to lass SA Ovate'or v4thin l
mile and drain to class HOW waters
EngineeriConsultant:T.JASON CLARK, ;E. Compsny:NORRIS&TUNSTALL CONSULTING ENGINEERS.P.C.
Address:902 MARKET STREET City.'WILMINGTON State NC Zo 28401-_
Phone $1aS4 Fay:JL0 44995KEmail;t @nleiaineescom Ce:.kh0'rr �
PLEASE PROVIDE ESTIMATED INVESTIA160 AND EXPECTED EMPLOYMENT,IF'AVAIL.ABLE
S_ - :#_JOBS
SECTION'.DNE: REQUESTING A SCOPING MEETING ONLY11m) JUL 3 D 2
al
:❑Scoptng Meeting ONLY ❑DWQ,❑,DCM,®DLR,❑OTHER:
SECTIONcTWO: CHECK ONLY THE.PROGRAM IS1 YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑Stream OriginDeterminafidn:_p of stream.calls.,.,-,„Please aRach,TOPOmap marking'tAe areas inques#ons
❑IntermittenUPerennial Detemiinetion:_#of stream calls-Please o fach TOPO map marking the areas m,grrasflons
❑401 Water Oual ty Certification ❑lsolated Wettand(_linear ft oc acres)
❑Riparian Buffer Authorization ❑Minor Variance ❑Major General Variance
®State Stormwater ❑deneral ❑SFR, ❑SFR:<1 as ❑Bkhd&Bt Rmp ❑Gear&Grub, ❑Utility -❑Other
,
❑Law Density ❑Low Density-Cuff 8 Gutter _#Curb OutletSwelea ®Off site[SW-056502 (Provide permit 01,(4WL%
❑High Density-Detentlon Pond #Treatment Systems ®High Density-Infiltration `3#Trealmerd Systems J
❑High Densty B'Io-R _etent #Treatrner'd Systeriu ❑High Density-SW Wetlands _#;Treatrnent,System$
❑High Density-Other #Tresimerd Systems/❑MOD:❑Major❑Minor❑Plan Revislon❑'Redev.Exclusion SW {P ovEe ppm t'CJ
❑Coastal Management ❑Excavation&Fill ❑Bridges&,Culverts ❑Structures information
❑Upland Development ❑Menne Development ❑Uitian Watar(ront
❑Land Quality ❑Erosion and Sedimentation Control Plan with_'acres to be disturbed:(CK#' (for DENR use))
SECTION THREE PLEASE CHECK ALL THAT IS'APPLICABLE TO YOUR PROJECT(for both scopinsrand express meeting reguestl.
.,
Weliands on Site[I Yes®No. Buffer Impacts:,®No❑YES:. _acre(s),
Wetlands Dellneation has'been completed;,❑Yes®No., Isolated wetiand'on Property❑Yes®No
US ACOE Approval of.Delineation completed:❑Yes®No 404 Application 1n Process w1:US ALOE: El Yes ® No;Permit
Received from US ACOE;❑Yes®No
Fee SPINfor multiple emits:. Check# I Total Fee Amount $
.SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA 5 Va&noe([3 Mal; Min) $;
SW 1 .HD; lD,LLJ,Den), 1 1,401:. sj
LDS $ Stream Deter;_ $;
NCDENR'EXPRESS Jinuary 2914

STORMWATER SYSTEM.&EROSION CONTROL NARRATIVE
PARR DENTAL OFFICE
NC Hwy. 21b
Surf City, North Carolina
For
MAPNC,.LLC
P.O. Box 802
Wrightsville Beach, NC 28480
[phone]
,0
SEAL r
�S01t CZ
1 0
July 2015
Prepared,_by:
NORRIS &TUNSTALL CONSULTING ENGINEERS, P.C.
902 Market Street
Wilmington, North Carolina 28401
. [phone]
(910)34.3-9604 (Fax)
License#C-3641
N&T Project No.'15046.

NARRATIVE.
PARR,bENTAL,OFFICE
(LOWE'S''SURF CITY—SW8 050502)
Receiving Stream"Name: Virginia Creek
Stream Class: SA; 0 W,
Stream Index.Number 18-87-9
DESCRIPTION:
The project site is a 2.64,acre tract located on Hwy. 210 in Surf City, NC. The soils of the
site.consist of Kureb sands with grades ranging from_1% to 6%. Approximately 2 acres
will be graded to""allow construction of a new dental office with,paced parking and paved
access. The runoff from the'site, is estimated using the rational method'10-year design
storm and rainfall data for the•area. Construction is scheduled to begin as,soon as;all
permits and approvals are obtained:
EROSION:CONTROL.MEASU RES:
The attached plans and .spec'fiications outline the requirements for ,erosion control
.measures. Silt.fencing"will be provided'along each side of the entrance drive and where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
Property; Gravel check dams;will not be provided unless the contractor has to temporarily
discharge into an open ditch instead of the proposed storm drain outfall. The,infiltration
basin will be used as'a silt basin during construction and restored to its design contours
prior,to completion. A gravel;construction entrance will be constructed. Maintenance will
be provided by the.grading contractor and developer:
STORMWATER MANAGEMENT MEASURES:
The project site is located in Pender County. Land disturbing on the site will exceed one
acre, which requires the site to comply with State regulations. Development:of the site
proposes an infiltration basin offsite:(Lowes Surf City-'State Stormwater'Permit No.SW8
050502.attached) and onsite.infiltration areas, including basins and pervious pavement:
ECS Carolinas, LLP has done a;soils investigation.(tee.attached`report dated;May 21,
2015). Soils onsite are great for infltratiomwith infiltration rates above 20 in/hr. "Offsite,
where the irifiltration basin will be the soils consist of fill. Soils'belowthe fill, but still above
HW the ST; have an infiltration rate of 4 in/hn It is proposed to remove the fill material
and bring in suitable fill. for infiltration. Separation from the SHWf will have to be
maintained and the existing infiltration rate of the natural sand will be used. Overflow
above the design:storm will flow'to the Lowe's Surf-City dry detention basin.
CONSTRUCTION SEQUENCE:
The contractor will install the gravel construction entrance and silt fence prior t. o beginning
any clearing and grading ,operations. Additional silt fence will be installed when and if
conditions` arrant during construction. The detention pond/silt basin will be constructed

immediately after that;portion ofthe,site is cleared, and outlet structure with protection will
beinstalled. bisturbed areas will be landscaped or seeded upon.completion.

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. All erosion and sediment control measures will ,be checked for stability and
operation following every runoff-producing rainfall, but in no case, less than once
every week'and within.24 hours of'eV6ry half-inch rainfall
2. All points of egress will have construction entrances that will be periodically top-
dressed with an additional 2 inches of#4 stone to maintain 'proper depth. They
will be maintained in a.condition to prevent mud or'sediment.from leaving the site.
Immediately remove objectionable material spilled washed or tracked-'nto the
construction entrance:or roadways.
3. Sediment will be removed from hardware clothand gravel inlet protection, block
and gravel inlet protection, rock doughnut inlet protection and rock pipe inlet
protection-when the designed storage capacity has been half filled'with sediment.
Rock will be cleaned or replaced when the sediment pool no lon9er drains as
designed. Debris will be removed f(om t,h ck and'hardware cloth to allow proper
drainage. Silt sacks will be emptied once a week and after every .r.ain.event:
Sediment-will be removed from around beaver dams, dandy sacks and socks.onoe
a week,and afier,every rain event.
4. Diversion ditches will be cleaned out immediately to remove sediment or
obstructions from the flow area. The diversion ridges will also be repaired. 8wales
must be temporarily stabilized within 21 �calender days of cease of any phase of
activity associated with a swale.
5. Sediment,Wll be removed from behind the sediment fence when it becomes half
filled. The sediment fence will be repaired as necessary to maintain a barrier.
Stakes must be steel. Stake,spacing will be 6:feet max. with the use .of extra
strength fabric,. without wire backing. Stake spacing will be, 8 feet max. when
'standard strength fabric and wire backing are used. If rock filters are designed.at
low points in the sediment fence; the rock'will be:repaired or replaced if it becomes
half-full otsediment, no longer drains as designed or is damaged:
6. Sediment will be removed from sediment traps when the designed storage
capacity has Lbeen half filled.with sediment. The rock will be cleaned or replaced
when the sediment pool no longer drains or"when the rock is dislodged. Baffles.
will be repaired or replaced if they collapse, tear, decompose or become:
ineffective. They will be replaced promptly. Sediment will tie removed when
deposits reach half the heightof the 10.baffle. Floating skimmers will be inspected.
and kepYclean weekly.
7. Sediment will be removed from the sediment basin when the design storage
capacity has been half filled with sediment. Rock will be cleaned or replaced when
the sediment pool 'no conger drains• or if the rock,is dislodged. Baffles will be
repaired or replaced if they collapse,tear; decompose or become ineffective.They
will be replaced promptly. Sediment will be.'removed from bafflesVhen deposits

reach half the height of the 1s1 baffle. Floating skimmers will be inspected weekly
and will.be kept clean.
Land Quality Requires:
8. All seeded areas will be fertilized, reseeded as necessary'and mulched according
to spec cations in the vegetative plan to maintain a vigorous, dense vegetative
cover. All slopes will be stabilized within 21 calendar.days. All other areas will be
stabilized within 15 working days:
Water Quality Requires:
9. All seeded-areas will'be fertilized, reseeded as necessary and:mulchecl according
to specifications in the,vegetative plan to maintain'a vigorous, dense vegetative
cover. All perimeter dikes,.swales, ditches,.perimeter slopes, all slopes steeper
than 3' horizontal to 1' vertical (3:1) and all high quality water (HQW) zones shall
be provided temporary or permanent stabilization with ground cover as soon as
Practicable but in any event within seven (7) calendar days :from the last land-
disturbing activity. All other disturbed areas shall be provided temporary or
permanent stabilization with ground cover as soon as practicablebut in any event
within fourteen (14) calendar days from the last,land-disturbing activity.
10. Flocculants will be used to address turbidity issues. The pumps, tanks,;hoses and
inject systems will be checked for problems or turbid discharges daily.
11. Refer to new NPDES rules regarding basin outlet structures and skimmers shall
withdraw waterfrom*the surface.

SECTION 02920
SOIL.EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractorshall take every reasonable precaution throughout construction to prevent
the erosion of soil and the sedimentation of streams, lakes, reservoirs, other water
impoundments; ground surfaces, ,or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances"at the
initiation of work; and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide perm anent protective covering for disturbed areas. Temporary and
permanent erosion control measures shall be coordinated to assure economical,
effective,, and continuous erosion and siltation control throughout the construction
and post-construction period. Use the specified seed for both temporary and
permanent seeding. .
2. PRODUCTS
2.1 Asphalt-for anchoring mulch shall be Type SS-1 Emulsion.
2.2 .Fertilizer shall be.10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing .not'less than 10.
percent magnesium oxide.
2.4 Mulch shall be;small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or-equivalent.
2.6 Seed shall be 20%'carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
Weather planting and unhulled'for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum,of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by metal posts spaced
not more than 6 feet on center. The bottom of the fabric shall,be buried a minimum
of 6 inches.
2:8 Gravel for check dams shall be#57 washed stone.
2.9 Aggregate for construction entrance shall be#4 washed stone.

2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown.
3. EX..ECUTION
'3.1 General: Take every-practicable measure:during construction orsu§pensiohto Work
to minimize erosion and siltation. Measures should include; good construction
practices, temporary, physical barriers to sediment travel, settling basins for new
ditches, and establishment of vegetative cover.
3.2 Constriction Practices
3.2.1 Avoid dumping soil:or sediment into any wetland or'watercodrse.
3.2.2 Maintain an undisturbed vegetative buffer where possible: between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable:
3.2.4 Grade all cut, fill.and d_itch slopes to minimum slope of 3:1, unless otherwise shown
ordirected.
3.3 Temporary Physical Barriers:are required wheresedimentation on offsite property or
excessive erosion is aproblem.
.3.3.1 Mulch;shalf be used for temporary stabilization of areas subject to excessive erosion
and for protect on'of seedbeds after planting where required:
1. Apply grain straw and hay at a rate of 75 to 1bo pounds per 1,000 square feet.
and wood chips at a rate of 500 pounds per I'000 square fee f. Juteiand mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization .should be.applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should'be applied
it la rate'of 150,gallons per ton of straw.
3:3.2 Silt Fences shall.be used at the base of slopes to restrict movement of sediment
from the site: Clean sift fence of accumulated:sediment after each rainfall event or
when it exceeds a-depth'of 0.5 feet'aboJe natural grade.
3.3:3 Stone Check Dams, placed at the discharges of creeks, 'ditches, and swales;shall
consist of''Class A or'Class B erosion controlstone at minimum two feet high and
three feet thick across the watercourse, with a one, foot .thick layer of gravel 'on
upstream side. Remove-sediment;if accumulated to a,depth of 1.0 feet:at upstream
face.
3.4 Vegetative Cover: Establish and maintain ;permanent vegetative cover on .all
unpaved-areas disturbed by the work.

3.4.1 'Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4 inches
and until a firm;,well pulverized, uniform seedbed is prepared. Lime; phosphorous .
and fertilizer shall be applied during the scarification process in•acoordance with the
following rates:,
Lime: 45 pounds per 1000 square feet
Phosphorous. 20 pounds per 1,00'0 square feet
Fertilizer. 17 pounds per 1000 square feet
3A.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds.per 1000 square feet
of the"specified seed mixture. Seed shall be worked into the bed to a depth of 1/4
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
.3.5 Construction Entrance: Provide.an aggregate drive,20 feet wide by 50teet long by
6 inches thick at each entrance to the site used by construction vehicles;.until such
time as the permanent roadway is constructed. Remove soil'if accumulated to a
depth greater than 0:5 inches.
3.6 Maintenance:The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary';structures shall
be maintained until such time as vegetation is firmly established in the area
protected by the.structure. Permanent streambank protection and grassed areas
shall be maintained until completion of the project. Areas that fail •to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired.
END OF SECTION

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ReAewc
North Carolina Department of.Environment and
Natural Resources �`�`"SL VL
MC®ENR Request for Express.Permit rme 7 a �.Cz�p�
re��:
FILL-IN all the Information below.and CHECK the'Pemrit(s)you are reguesting'Oro
review:Cell and Eme"the completed form to the
FerrriiECoordinator along with a`coinbloted DETAILED narrative site plan{PDFfiIo)and vicinitv.man,(samo items exnacted inure application
packs pe'of the projecffocation.Please include this form in the application package.
Asheville&Mooresville Regions-Alison Davidson82&296.4698,aflson:davidsontancdenr.00v re dad EilstLna Permits
- - - '- related toahie Protect- '
• Fayetteville,Raleigh or Winston-Salem Regions-David Lee 919.791.4203;david.feeCrDncdenraov -
• Washington Region-Lyn Hardison 252.904842;lvn hardison0ncdenr3rov. SN— ' m y
• W1lmingtonRegion-Came=Weaver91a796.7303;camaron.weave0nedenr.aov "� SW— 5 Se
NOTE;Project application received,after 12.noon will be stamped in the 676wing work day. NPpES_; ��r 0 LIV
Project Name:PARR DENTAL OFFICE County:FENDER W0. Ql-/fS 1-Tt
Applicant:MATTHEW A.PARR Company:' AP LL • WQ— IrOP D ru''
Addresv P.O.BOX 802 City:WRIGHTSVILLE BEACH,State:NC Tip:2eaea_ E&S_
'Phone:910.520-§§.7 Fax:'$10-M-4A ;Email ag rrdental mail.com E&S._
Physical Loratian:NGHWY.'210
other_
Project Drains Into SA waters-Water classification_(for classification see I i l
huoJiportal•ncdent:omlvre0yolDsicsVdassifications) "I l
Project Located in CAPE FEAR River BA..Is project,draining to class ORW waters?Y N, thin Yr mile and draining to class SA viate or within 1
mile and draining to class H
EngheerlConsulta .T.JASON CLARK P.E. Company:NORRIS&TUNSTALL CONSULTING ENGINEERS,P.C.
Address:9D2 TSTRISETrI.VILMINGTON State:NC 71p.28401-_ t_
Phone:.[phone].Fax:[phone],Email:j rk(rilntenpineers.com �1t' tl�\ n�e.1rS Ll�i17
PLEASE PROVIDE ESTIMATEDINVESTMENT AND EXPECTED EMPLOYMENT,IF.AVAILABLE cJ '
$_ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY =JM1
ER$coping Meeting ONLY ®DWO,❑DCM,®OLR,❑OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(SIYOU ARE REQUUESTING'FOR EXPRESS'PERMITTING
❑401 Unit ❑'Stream Origin Determination: #of stream calls=Please attach TOPO map marking the areas in questions
❑IntermittentlPerennial Determination: f str nation:.#oeam cans'-Please a#ach TOPO map marking the areas in questlons
❑401 Water Quality Certificagon ❑Isolated Wetland t lineacfl or_acres)
❑Riparian Buffer;Authorization ❑Minor Variance 0 Major General Variance
®State Stormwator ❑General ❑SFR, ❑SFR<1 ac. ❑Bkhd&Bt Rmp, ❑,Clear&Grub, ElUfility. ❑Othei`
❑Low Density ❑Low Density-,Curb&Gutter _#Curb Outlet Swales ®Off-site(SW 25M (Provide permit#)]C�OIu�f�S�1�1{Y
❑High Density-Deter tionPond _#Treatment.Systems ®High Density-Infiltration _#Treatment Systems lJ 91
❑High Density-Bio-Retention _#TieatmentSystems El High Density-SW Wetlands _#Treatment Systems
❑HighDensity-Other _#TieahnentSystems_I MOD:❑'Major❑MInpP❑PlaaRevlsion ❑Redev.ExcluzionSW {Pmda.eenitrj
❑_Coastal Management ❑Excavation &Fill ❑Bi dges&Culverts ❑Structures Information
❑Upland;Development ❑Marina Development ❑.Urban Waterfront
®Land Quality ®,Erosion and Sedimentation Control Plan vAth=2 acres to be disturbed,(CK# (for DENR use))
SECTIOWTHREE-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scopino and express meeting reguestl
Wetlands on Site❑Yes®No Buffer Impacts:®No❑YES. _acre(s)
Welland Delineation has been completed: [I Yes®'No Isolated wetland on Property❑Yes®.No
US ACDE Approval of Delineation completed:;❑Yes®No 404 Application In Pmoess wl US ACOE: ❑Yes ® No Permit
Received from US ACOE❑Yes®No
I Por PENR use asitp"
Fees Ilt for multiple permits: ChwA# 11 ToralFeoAmounr S
" SUBMITTAL DATES Fee - SUBMITTAL DATES Fee
'CAMA S Variance( Mal; Min) 8
'.SW(• HD, LD;LJ Gen) $ 401o' S
Los S Stream Deter;_ f
NCDENR.EXPRESS January 2014

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
PARR DENTAL OFFICE
NC Hwy. 2.10
Surf City, North Carolina
For
MAPNC, LLC
P:O. Box,802
Wrightsville Beach, NC 28480
[phone]
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July2015
Prepared by:
NORRIS &'TUNSTALL CONSULTING`ENGINEERS, P.C.
902.Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
License# C,3641
N&T Project No. 15046

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NARRATIVE
PARR DENTAL OFFICE
Receiving Stream Name:
Stream Class:
Stream Index Number.
DESCRIPTION:
The project site is a 2.64-acre tract.located on Hwy; 210 in Surf City, NC. The soils of the
site consist of Kureb sands with grades ranging from 1% to 6%. Approximately 2 acres
will.be graded to allow construction of a new dental office with paved parking and paved
access. The runoff from the site is estimated using the rational method 10=year-design
storm and rainfall data for the area: Construction lis scheduled ao begin as soon as all
permits and approvals are•obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the 'requirements for erosion control
measures. Silt fencing will be provided along each side of the entrance drive and where
stormwater. would.be expected to sheet flow from disturbed areas directly to adjacent
property. Gravel,check dams will not be provided unless the contractor hasto-temporarily
discha,ge.into an open ditch instead ofthe'proposed storm drain outfall. The infiltration
basin will be used as•a silt basin during'construction and restored to,its:design contours
prior to completion. A gravel construction entrance will be constructed. Maintenance will
be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in`Pender County. Land disturbing on the site will exceed one
acre, which 'requires the site to comply with State regulations. Development of the site
proposes,an infiltration basin offsite (LowesSurf City-State Storrnwater Permit No. SW8
050502 attached) and onsite infiltration areas, including basins and pervious pavement
ECS Carolinas, 'LLP has done a soils 'investigation (see attached report dated May 21,
2015). Soils onsite are great for infiltration with infiltration rates above 20,in/hr. Qffsite,
where the infiltration basin will be the soils consist of fill. Soils 'below the fill have an
infiltration rate of 4 in/hr. It is proposed.to remove the fill material and bring in suitable fill
for infiltration. Separation from the SHWT will.have to be.maintained and the existing
infiltration rate of the natural sand will be used.
CONSTRUCTION SEQUENCE::
The contractor will install the,gravel construction entrance,and silt fence prior.to beginning
any clearing and grading operations. Additional sift fence will be installed when and if
conditions warrant during construction. The detention pond/silt basin will be constructed.
immediately after that portion of the siteis cleared, and outlet structure with protection_will
be'installed: Disturbed areas will be landscaped or seeded upon completion.

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. All erosion and sediment control measures will be checked for stability and
operation following every runoff-producing rainfall, but in no case, less than once
every week and within 24 hours of every half-inch rainfall.
2. All points of egress will have construction entrances that will be periodically top-
dressed with an additional 2 inches of#4•stone,to maintain proper depth. They
will be maintained in a condition to prevent mud or sediment from leaving the site..
Immediately remove objectionable material spilled washed or tracked onto the
construction entrance or roadways.
3. Sediment will be removed from hardware cloth and gravel inlet protection, block
and gravel inlet protection, rock doughnut inlet protection and rock pipe inlet
protection when the designed storage capacity has been half filled with sediment.
Rock will be cleaned or replaced when the sediment pool no longer drains as
designed. Debris will be removed from the rock and hardware cloth to allow proper
drainage. Silt sacks will be emptied once a •week and after every rain event,
Sediment will be removed from around beaver dams, dandy sacks,and socks once
a week and after every rain event.
4. Diversion ditches will be cleaned out immediately to remove sediment or
obstructions from the flow area. The diversion ridges will also be repaired. Swales
must be temporarily stabilized within 21 calendar days of cease of any phase of
activity associated with a swale.
5. Sediment will be removed from behind the sediment fence when it becomes half
filled! The sediment fence will be repaired as necessary to maintain a barrier.
Stakes must be steel, Stake spacing will be 6 feet max. with the use of extra
strength fabric, without wire 'backing. Stake spacing will be 8 feet max. when
standard strength fabric and wire backing are used. If rock filters are designed at
low points in the sediment fence, the rock will be repaired or replaced if it becomes
half-full of sediment, no longer drains as designed.or is damaged.
6. Sediment will be removed from sediment traps when the designed storage
,capacity has been half.filled with sediment. The rock will be cleaned or replaced
when the sediment pool no longer drains or when the;rock'is dislodged: Baffles
will be repaired- or replaced if they collapse, tear, decompose or.become
ineffective. They will be replaced promptly. •Sediment will be removed when
'deposits reach half the height of the 15t baffle. Floating skimmers will be inspected
and,kept clean weekly.
7♦ Sediment will be removed from the sediment basin when the design storage
capacity has been half filled with sediment. Rock will be cleaned or replaced when.
the 'sediment pool .no longer drains or if the rock is dislodged. Baffles will be
;repaired or replaced if they collapse, tear, decompose or become ineffective: They
will be replaced promptly. Sediment will be,removed from baffles when deposits

reach half the height of the 1st baffle. Floating skimmers will be inspected weekly
and will be kept clean.
Land Quality Requires:
8. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a 'vigorous, dense vegetative
cover. All slopes will be stabilized within 21 .calendar days. Ali other areas will be
stabilized within 15 working days.
Water Quality Requires:
9. All seeded areas will be.fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover. All perimeter dikes, swales; ditches, perimeter slopes, all slopes steeper
than 3' horizontal to 1' vertical (3:1):and all high quality water,(HQW) zones shall
be provided temporary or permanent stabilization with ground cover as soon as
practicable but in any event within seven (7) calendar days from the last land-
disturbing activity. All other disturbed areas shall be provided temporary or
permanent stabilization with:ground cover as:soon as practicable but'in any event
within fourteen (14) calendar days from the last land-disturbing activity. '
10. Flocculants will be used to addressturbidity.issues. The pumps, tanks; hoses and
inject systems will be checked for problems or turbid discharges daily.
11. Refer to new NPDES rules regarding basin outlet structures and skimmers shall
withdraw water from the:surface.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to prevent
the erosion of soil and the sedimentation of streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall instaIfall required silt fences, and construction entrances at
initiation of work; and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide permanent.protective covering for disturbed areas. Temporary and
permanent erosion control measures shall be coordinated to assure economical,
effective, and continuous erosion and siltation control throughout the construction
and post-construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2:A Mulch shall be small grain straw, hav, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall'be,20 percent syperphosphate or equivalent
2.6 Seed shall be 20% carpet grass; 24% Bermuda, 20%v turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by metal posts spaced
not more than 6 feet.on center. The bottom of the fabric shall be buried a.minimum
of 6 inches:
2.8 Gravel for check dams shall be#57 washed stone.
2.9 Aggregate for construction entrance shall be#4 washed stone.

2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or-suspension to work
to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new
ditches,.and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3,2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid`equipment crossings of streams, creeks, and ditches,where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise shown
or directed.
3.3 Temporary Physical Barriers are required where sedimentation on offsite property or
excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive erosion
and for protection.of seedbeds after planting where required.
1. Apply grain straw and hay at a sate of 75 to 100 pounds per 1,000 square feet
and wood chips at rate of 500 pounds per 1,000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be applied
at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A or Class B erosion control stone at minimum two feet high and
three feet thick across the watercourse, with a one foot thick layer of gravel on
upstream side. Remove sediment if accumulated to a depth of 1.0 feet at upstream.
face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.

3:4.1 Preparation.of'Seedbed: Areas to'be seeded shall be scarified to a depth of inches
and until a firm, well pulverized;.uniform seedbed is prepared. Lime; phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per,1000 square feet
Phosphorous:_ 20"pounds.per 1,000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specified seed mixture. "Seed shall be worked into the bed to a depth of 1/4
inch.,Regrade and.seed eroded rareas immediately
3.4:3 Mulch all areas immediately after seeding. Mulch,shall 6e applied and anchored as.
specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long by
6 inches thick at each entrance to the site used by construction,vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a
depth greater than 0.5 inches.
3.6 Maintenance: The Owner and 'Contractor shall be responsible for maintaining all
'temporary and permanent erosion control measures. Temporary structures shall
be maintained until such time as vegetation is firmly established in the area
protected by the structure. Permanent streambank protection and grassed areas
shall be maintained until completion of .the project. Areas that fail to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired.
END OF SECTION

ECS CAROLI NA&, LLP "Setting the Standard for Service"
Geotechnical• Construction Materials• Environmental• Facilities =Qeoa�ara�„ �Fmms.,oa
,:May,21,2015
Mr.Yates Chambliss
Chambliss&Rabil
6426-C Windmill Way'
,Wilmington, North Carolina 28405
Reference: Report of Season High:1Water Table Estimation and Infiltration Testing ,
Dr. Parr Property
Wilmington,.New Hanover County, North Carolina
ECS Project No.:22.22747
Dear'Mr. Chambliss:
ECS :Carolinas, LLP (ECS) recently conducted a season high water table (SHWT) estimation
and infiltration testing adjacent to the stormwater best management practice (BMP) areas off of
Highway 210 adjacent to the Lowes home'store in Surf City, Fender County, North :Carolina.
This letter,with attachments, is the report of our testing.
Field Testing
On May 19, 2015, ECS conducted an exploration of the subsurface soil and groundwater
conditions at two requested locations shown on the attached Test Location Plan (Figure 1).
ECS located the borings by using a site plan provided by Norris & Tunstall Consulting
Engineers.. The purpose of this exploration was to obtain subsurface information of the in-place
soils for the stormwater BMP areas. ECS explored the subsurface soil and groundwater
conditions by advancing one hand auger'boring into the existing ground surface at the
requested boring locations. ECS visually classified the subsurface soils and obtained
representative samples of each soil type encountered. ECS also recorded the SHWf and
groundwater elevation observed at-the time of the hand auger borings. Tire,attached Infiltration
Testing Form,provides a'summary of the,subsurface'conditions* encountered at the hand auger
boring locations.
The SHWf and groundwater elevation was estimated at the boring locations below the existing
grade'etevation. A°summary of the findings areas follows:
Location SHWT Groundwater_
B-1 .60 inches 86 inches
B-2 '50:inches 66 inches
B-3 48 inches 60 inches
ECS has conducted four infiltration tests utilizing a compact constant head permeameter near'
the hand auger borings In order to estimate the Infiltration rate for the subsurface soils.
Infiltration tests are typically conducted at two feet above the SHWT,or in the most restrictive
soil horizon. '6-1 and B-2-were performed at the surface elevation for the design of pervious
concrete. ECS was requested to perform an additional test in ttie natural soils beneath the
backfill'materiafat location B-3.
6714 Netherlands Drive,wilmingtcn,NC 28405 - T;91D-tiSS:81 i4 R410-686-9666 - %".ecslimited.cem.
ECSAarorinas.LLP ECS.Ftodda;LLC - ECS h7idv t,LLC • ECS tdld.Atlanlin.LLC • ECSSoathemi.LLC •.ECS Tems.LLP

Report of SNWT Estirnobon and infirtration Testing
Dr. Parr Property '
Surf City,Pander County,.North Caroline
ECS Protect No. 2222747
May27, 2015
Field Test Results
Below is a summary of the infiltration test results:
Location Description Depth Inches/
hour.
B=1 GraWwhite fine to med. SAND 10 inches 24.4
B-2 Gra !white fine to med. SAND 10 inches 26.6
Dark brown silty SAND w debris
B-3 fill 24 inches 0.26
B-3A Tan/orange fine1SAND 40 inches 4.0
Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and
subsurface conditions.
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our exploration. If the project
,information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary. The discovery of any she or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be ,reported to us for our review, analysis and revision of our
recommendations, it necessary. The assessment of site environmental conditions for, the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
geotechnical exploration.
ECS appreciates the opportunity to provide our services jo you on this project. If you have any
questions concerning this report or this project, please contact us at(910)686-9114.
Respectfully,
ECS CAR©LINAS, LLP
K. BrooksWall Kris J.'Stamm
Project'Geologist Principal
CC; John Tunstall, P.E. —Norris'&Tunstall Consulting Engineers, P,LLC
Attachments: Figure 1 -Test Location Plan
Infiltration Testing Form
ASFE Document
2

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APPROXIMATE BORING LOCATIONS
n
SHOWNSCALE ABOVEDr. Parr Property Figure 1—Boring Location Plan
Surf City, NeW.Hanover Count y,
North Carolinal," y PPS
I
__ _,3
KBW

Infiltration Testing Form
Dr. Parr Property
Surf City, Pender County, North Carolina
ECS Project No. 22.22747
May 19, 2015
Location Depth USCS Soil Description
B-1 0-30" SP Gray/white fine to med. SAND
30"-60" SP Tan/Brown fine to med. SAND
60"-86 SM Dark brown silty SAND (hardpan)
Seasonal High Water Table was estimated to be at 60 inches below the
existing grade elevation.
Groundwater was encountered at 86 inches below the existing grade
elevation.
Test was conducted at 16 inches belowexisting grade elevation
Infiltration Rate: 24.4 per hour
Location Depth USCS Soil Description
B-2 0-24" SP Gray/whitefine to med. SAND
24"-66" SP TanlBrown.fine to med. SAND
Seasonal High Water Table was estimated to be at50'inches below the
existing grade elevation.
Groundwater was encountered at 66 inches below the existing grade
elevation.
Test was. conducted at 10 inches below existing grade elevation
Infiltration,Rate: 26..6 per hour

Infiltration Testing Form
Dr. Parr Property
Surf City, Pender County, North Carolina
ECS Project No. 22.22747
May 19, 2015
Location Depth USCS Soil Description
B-.3 0-24" SM Dark brown silty SAND :w/debris (fill)
24"48" SO Tan/orange fine SAND
48"-60 SP Gray fine SAND
Seasonal High Water Table was estimated to be at 48 inches below the
existing grade elevation.
Groundwater was encountered at 60 inches below the'existing grade
elevation.
Tests were conducted at 24.and 40 inches below existing grade elevation,
Infiltration Rate B-3:. 0.26 per hour
Infiltration Rate B-3A: 4.0 per hour

Geo echnica9 EfloineePing
G66LTJ titcal Services Are Pertarmed top •elevation,configurelich,location,orientation,or weight of the
Specific Purposes, Persons,and Prolil proposed structure,
Geotechnical engineers structure their services to meet the specilicneeds of •ccmposllion of the design team,at
their clients.Ageolechnical engineering study condetted for a civil engineer •project ownership,
Tay not fulfill the needs of a canstructiomcontractor or even anolber civil
engineer.Because eacngeatechnlcalenglneerng study is unique,each geo As a general rule,aArays inform your gedechnical ergineer of project
technical'engineering report Is unique,prepared solelytoi the client.No one Changes-even minor ones-and request an assessment of their impact.
except you should rely on your geolechnlral engineering report without first Ge9dralcal-00116M cannot acczplrEsoonslbilityoria5iliy for prob.ems
conferring with the geotechnicat engineer who prepared it.And no orb-nor M nm because leir reports do clot censicer developments of mhfrh Mey
e van you-should apply the report for any pur pose Of'PT0jed.EXDePt the Me, pro not In"ola ..
originally contemplated.
Subwleee:Cam(ttlons Can Clime
Reed the Fall RePP11 A geotechnical engineering report is based on conditions that existed at the
8erio;rs problems have occurred because lhosg relying on a geotechnical lio a the study was performed. Do not rely on.a geolechnicaf engineering i
engineering report did not read it all.Do not rely on an executive summary. rapml whose adequacy may have been affected by:the passage of time;by
Do..not read selected elements only. man-made events,such as construction oe or adjacent to the site;or bf nab=
ral6,enls,such as floods,earthquakes,or gmundwaler fluctuations.Keg
AVestechriiWIngineerlaB Report IsBasedon orintul the qa)lechnical Arigifleatbefore zpplying the report to determine F,it
AUnlgtteSet lProject-SpilFMor3 Is still reliable:Aminoi amount of additional testing or anOAis could litewnt
Geohohoical engineers consider a number ofunique,project•spnilicadars ma,'aproblems.
%teen establishing the scope ar a study.Typical factors include,the client's
goats,objectives,and risk managemenfpreferences;lhsganeral nature ofthe Most GeotechnicalRifi ingsAre'Professional
structure involved,its sin,and confguralfon;the location of the structure Dphlh)nS
onthe site;and other planned or existing site improvements,such as am ess Site exploration Identifies subsurfaceconditions onte al those points%there
roads,parking lots;and underground utilities.Unless the geotechoical engr sobsu lace tests are connucled or samples are token.Geol�hnical engineais
near who condu•-M the studyspecifically indicaies otherwise,do not rely on reviex f dd and laboratory data and then apply lheir professional judgment
a geo:echnrwl onginee{inp report that was to rank an opinion about subsurface conditions lhroughcul tie site.Ach al
•not prepared for you; subsurhce condigons may differ-sometimes Significantly from 11hose.indi-
•not prepared for your project, caled In your ieporl Retalning the geotechnical engineer who developed your
•not prepared loi the specific site explored,or report to provide construction observation is the.mosl efiocti4e mlhod of
a Completed be'pre imporlanl project danges were made. managing the risks essodaled with unanticipated conditions.
Typical changes that can eiode the retiabihly of an ex'stfng•geolechnical A Report's Recommendattgns Are AWRnal
engineering repun include those that alfect: Do.not ovenely on the construction recommendations included in our re-
�the function of the proposed structure,as Den its changed from a port. Those rzommarrotations are not final,because geotedmical ang!nears
parking'garagetoanohix Wilding,offromalightiodus mat plant develop them principatlytomjudgmentanitopinionGeotechoiddnginees
to a refrigerated warehouse, an finalize their recommendations only by observing actual

NWENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaal
Governor Secretary
.June 24, 2015
Louis S. Cox; President
Holt Oil Company, Inc. yynn�� jt I ��Gt.+ far
1709 Clinton Rd. lYSGY a � '�
Fayetteville, NC 28312 }( � Cis ) p n
Subject: 'Rescission of Stormwafer Permit
'Permit No. SW8,080613
Walgreens of Surf City
Pander County
Dear Mr. Cox:
Reference is made to your request for the rescission of the subject Stormwater Management Permit
received,by the Division of Energy, Mineral, and Land Resources on June22, 2015. The subject permit
was approved to drain to an off site infiltration basin permitted under SW8 050502 which is owned,
operated and maintained by Lowe's Home Centers, Inc. Staff of the Wilmington Regional Office has
confirmed that this permit is no longer required. Therefore, in accordance with your request,
Stormwate(Management Permit No. SW8 080613 is rescinded effective immediately.
If in the future you wish to construe the-project, you must first apply for and receive a new;Stornwater
Management Permit. Operation of a stormwater treatment facility, or construction of built-upop
surfaces without a.valid Stormwater Permit,will subject the responsible.partyto a civil penalty of'up to
S10,000 per day.
If it would be helpful to discuss this matter further, please contact Christine Hall in the Stormwater
Section of the Division of Energy, Mineral and Land Resources in the Wilmington Regional Office at
[phone].
Sincerely,
a racy Davis, P.E., Director
Division of Energy, Mineral and'Land Resources
GDSlcanh:%StcrmvvaterlPermlts&Projects12 00 810 866 1 3 Offsile11015 66 rescind 080513
cc: Michael C. Ranks,P.E.,Freeland 8 Kauffman
Offsite Permittee: Loive's Home Centers,Inc., RO. Box 1111.North Wilkesboro, NC 28656
Fender County Inspections
Georgette Scott
Wilmington Regional Office
Division of Energy,Mineral,and Land Resources
Land'Odality section-,N/lmington Regional Office
127 Cardinal Chive Extension,Wilmington.North Carolina 28405

/�A rl t:•1f+
v �� il'citfd
ENGNFFRLNG &CONSTRUCTION
1605 Curtis Bridge:Road,Wilkesboro,NC USA 26697
April 17,'2015
Mrs.Georgette Scott
.Environmental Program Supervisor
NCDENR Surface,Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405.3645
RE: State Slormwater Permit No. SW8 050502 MOD
Lowe's of Surf City,NC
Dear Mrs.Scott:
The Wilmington Regional Office approved the modification for Permit No. SW8 060502 on July 8,
2008. The modification added an off-sitedrainage.area from the proposed Walgreens at Holt Oil,
SW8 080613,and stormwater infiltration basin#5 on Lowe's property.
The purpose of this letter is to notify you that the Walgreens project was cancelled,;and infiltration
basin #5 was;'never,constn cted: In addition; you;will lie receiving a new iegu'est for a permit
modification for a proposed retail development on the parcel adjacent to the Holt Oil property.
The new development will also propose the construction of infiltration basin #5 in the same
location as the Walgreens project.
If you have any questions, or need additional infomtation concerning this matter, please contact
meat 336.658 4347.
Kindest Regards,
M. Davin Staley, PE
Lowe's Home Centers, Inc.
cc: Melissa.Richardson(via email)
Karin Stanley (via email)

E;XanMopi1 wore BPAmoco
Holt Oil Co.
P.O. Box 53157
Fayetteville, NC 28305
910-483-5137 � 910.483-9486 (fax)
Mrs.Georgette Scott
Environmental Program Supervisor
NCDENRSurface Water Protection
127,Cardinal Drive Extension
Wilmington,NC 28405-3845
Dear iJlrs.Scott,
The Wilmington Regional"Office approve&the modification.for Permit No.SW8050502 on July V,of
2008. The modification added an off-site drainage area from the proposed'Walgreens at Holt Oil,SW8
080613,and stormCvater infiltration basin#5 on Lowe's property.
ZThis'u` ose of tbis'le£ter isto notify - "" ' ' 4 n p rp fy you Walgreens protect'wascanceiled a nd.the.infiltration'
basin'#S was;never constructed: In addition,you will be receiving a.new request for a permit
modification fora proposed retail development on the parcel adjacent our(Holt Oil Co.)property. The
new development will also propose the construction of infiltration basin#5 in the same 1ocation'asthe
Walgreens project
I can be reached at910.483-5137 ext.120,should any questions arise.
Sincere) ;
Ga7J
Louis Cox
President Ho it Oil Company

of warF
\02 qpG hilchael F.Easley,Governor
Uj y William G.Ross Jr.,Secretary
> [ North Carolina Department ofEnvironmens and Natural Resource$
5 Coleen.H.Sullins Director
Division of Water Quality
July,8, 2008
Louis S. Cox, Presidents-�
Holt bli Company, Inc: o v
1709 Clinton Rd.
Fayetteville, NC 28312
Subject ;Stormwater Permit No.,SW8:08,0613'
Walgreens of Surf City at Holt Oil
Project served,by an Offsite"System:P_ermit-No. SW8':060502'Mod
Pender County
Dear Mr. Cox:
The Wilmington Regional Office received a Stor'mwater Management Permit Application for
Walgreens of Surf City on June 17, 2008 with additional information submitted on July 1, 2008.
Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwatee Regulations set forth in Title 15A NCAC 2H.1000. We,are forwarding
Permit No. SW8 080613, dated July 8, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the conditions.and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have.
the right to request an adjudicatory'hearing upon written request within sixty (60) days 'following
receipt of this permit. This request must M in the form of a written petition, conforming to Chapter
150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings;
P.O. Drawer 27447,Raleigh, NC 27611-7447. Unless such demands are made this permit shall be
final and binding.
If you have any questions please contact either,M.J. Naugle or me at [phone].
Si rely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBfmjn: S`.\WQS\STORMWATERIPERMIT1080613 ju108 .
cc: Michael C. Ranks, P.E., Freeland,& Kauffman, 864-67.2-3426, Fax: [phone]
Felder County Building Inspections
Fender County Engineering
City of Surf City Development Services
Division of Coastal Management
Offsite Permittee, Mr, W. Layne Adams, Jr., Vice President and
Lowe's Home;Centers; Inc.
P:O. Box 1111,
North .Wilkesboro, NC 28655 t ojitcuoyna
Wilmington Regional Office Central Files M J Naugle d1TQ<«rallU
North Carolina Division ofweter Quality I27Cardinal Drive Extension Wilmington,NC 211405 Phone.[phone] Customer Service
Wilmington Regional.Office lntemee vnvw mewaL•raaality org Fax [phone]
An Equal OpporlinllylARrmafueAction Employer-50%RecycledMO%Post consurror Paper

State Stormwater Management Systems
Permit Number SW8 080613
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL.RES_OURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH.DENSITY DEVELOPMENT
SERVED BY AN OFF-SITE STORMWATER CONTROL
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
Louis S. Cox end Holt.Oil Company, Inc..
Walgreens of Surf City at Holt Oil
US Hwy 17 at NC Hwy 210, Surf City, Pender County
FOR THE
construction of impervious areas with runoff to be treated fn are offsite permitted stormwater facility, in
compliance with the provisions of Title 15A.NCAC,2H .1000 (hereafter referred to as the "stomiwater
Mies') and the approvedstormwater management plans and specifications and other supporting data
as attached and on file with and approved by the Division of Water Quality,and considered apart of this
permit. The stormwater 'runoff from the site will.be routed to the offsite system, Lowes of Surf City;
operated and maintained by the offsite permittee,.Mr. W:,Layne Adams, Jr., Vice President and Lowe's
Nome Centers, Inc., under the terms and ,conditions set forth in the latest version of Permit No.
SW8050502 Mod.
This permit shall be effective from the date of issuance until rescinded,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 storrnwater described in
the:application and other supporting data.
2. The runoff associated with this project has been approved to tie discharged into a stcrmwater
management system.,permitted under SW8 050502 Mod,,as;described in Section'I.M on page
3 of this permit.
3. The built-upon area allotted to,this development by Stormwater Management Permit No.
SW80505k, is 61;418 square feet This,project pr6poses,61,419 square feet for treatment,in
infiltration basirr#5 of permit'no. SW8 050502 Mod. There is no BUA available for future
development. Any future.BUA requires a permit.modification to this permit and the offsite
permit:
5. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements:The final.plats for the projeciwill be recorded showing all such
required easements, in accordance with the,approved plans.
_ -such
Page 2`of 6

State Storrnwater Management Systems
Permit Number SW8 080613
6. The runoff from the permitted built-upomarea must be directed into the permitted stormwater
system.
7. The following design criteria have been permitted in SW8 05D502 Mod for the infiltration basin
and must be provided and maintained at design condition:
Infiltration Basin 1 2 3 4 1 5
Off site from
Walgreens
SW8 080613
a. Drama a area,acres 4.78 5.10 4.80 .311 "1
Onsite Rr: 208,217 222,156 209,088 135,472 78,844
Mite None none none None 10,454
b.Total Impervious Surfaces 204,732 204,732 1 197,308 135,472 61,419
c. Desi 'Storm inches: 1.5 1.5 1.5 1.5 1.5
d- Basin DeptI4 feet: 4 4 4 2 3
e. Bottom Elevation,FMSL: 53 53 53 52 56
f. Bygus Weir Elevation.FMSL: 55.9 56.2 56.1 N/a 59.56
g. Bottom Surface Area,ft : 6 674 5,910 5,945 8,015 2,270
h. Permitted Storage Volume•ft 24,610 24 762 24,058 19,024 11298
L Type of Soil Loamy Sand ureb Leon
j. Infiltration Rate in/hr. 6 6 16 16 1 2
Ic Seasonal High Water Table FMSL: 51 51 51 49 1 54
1. Time to Draw.Down,hours: <8 1 <9 k 8 <5 1 <47
m.Receiving Stream/River Basin Vir inia Creek/Cape Fear River
n. Stream Index Number. 1&87-9
o. Classification: SA'I3W
II. SCHEDULE OF COMPLIANCE
1. The offsite 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 associated
with this project
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee is responsible for keeping the stormwater collection system on the lot clear of
debris, and must control'the sediment on the lot in accordance with the requirements of the
NC Erosion and Sediment Control Design Manual.
4. The offsite permittee, Mr. W. Layne Adams, Jr.,Vice President and Lowe's Home Centers, Inc.,
shall, 'at all times, provide the operation and maintenance necessary"td assure the permitted
stormwater management system functions at optimum efficiency. The approved. Operation and
Maintenance Plan must be followed In its entirety and maintenance must occur at the scheduled
intervals.including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment'removal.
C. Mowing and re-vegetation of 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 butletstructure must be available at all times.
Page 3 of 6

State Stormwater Management Systems
Permit Number SW8 080613
5. The permittee shall submit to the Director and shall have received approval forrevised plans,
specifications, and calculations prior to construction, for any modif cation to the approved
plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
c: Transfer of ownership.
d. Redesign or addition to the maximum approved amount of built-upon area.
e. Further subdivision, acquisition or selling of the project area. The project area Is defined
as all property owned by the permittee, for which Sedimentation and d Erosion Control
Plan approval or a CAMA Major permit was sought
f. Filling in;altering, or piping of any vegetative conveyance shown on the approved plan.
6. The Director may determine that other revisions to the project should require a"modification to
the permit.
7. A plan revision with layout and grading plans must be submitted to and approved by the
Division prior to the construction of any,future development areas on the lot.
8., The offsite permittee,,Mr. W."Layne Adams,Jr., Vice Presidentand Lowe's Home Centers;
Inc., must keep records of maintenance"activities and make them available upon request to
authorized personnel of DWQ: The records will Indicate the date, activity,:narne of person
performing the work;and.list the actions taken.
9. This permit shail'be void unless the faciiities:are constructed in accordance,with the conditions
of this permit, the approved plans and specifications, and other supporting data.
10. The offsite permittee, Mr. W. Layne Adams, Jr., Vice President and Lowe's Home Centers,
Inc., are responsible for providing, prior to issuance of a Certificate of Occupancy and prior to
operation of the permitted stormwater management:facility, a certification from an appropriate
designer for the system installed, certifying that the permitted facility has been installed.in
accordance with Stormwater Permit No. SW8 050502 Mod, the approved plans and
specifications, and+otheir supporting documentation. Any deviations from the:approved plans
and.specifications.must be noted on the Certification.
11. This lot is limited to the amount of built-upon area Indicated in the supporting calculations and
per ihe.approved plans. The project must have a built-upon area less than or equal to the
amount permitted under Stormwater Permit No. SW8 0505W Mod. A total bullt-upon.area in
excess of the maximum amount allowed by SW8 050502 Mod wiil'require a modification to the
overall Permit SW8 050502 Mod and'th'is permit 8W8 080613.
12. The offsite permittee, Mr..W. Layne Adams, Jr.,,Vice President and Lowe's:Home,Centers,
Inc.;must record any deed restrictions as required by their permit;and they must verify.that
the proposed built-upon area does riot exceed the allowable bullt-upon area. Once the lot
transfer is complete, the built-upon area may not be revised without_approval from thIa
permittee, and responsibility for'meeting the built-upon area limit is transferred to the
individual-property owner.
13. The drainage features shown as a part of the stormwatermanagement system on the
approved plan shall not be filled.in, altered, or piped by any party without first submitting a
revision to the permit and receiving'approval`from the Division.
14. The.Director may notify the permittee when'the permitted site does not meet one or more of
the minimum requirements of the permit. Mhin 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.
Page 4,of 6

State Stormwater Management Systems.
Permit Number SW8 08D613
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity.except after notice to and approval by
the Director. In the event there is a desire for the facilities to change ownership, or there is a
name change of the Permittee, a completed Name/Ownership Change form, signed by Both
parties, must be submitted to the Division of Water Quality accompanied by supporting
documentation as.listed on page 2 of the form. The approval of this request will be
considered on its merits and may or may not be approved.
2. fhepennittee.is responsible for coMpiiance.w.ith all terms.and conditions of this permit until
such time as the Director,approves the permit.transfer.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Perm'ittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this'permh does not preclude the Permiftee.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.
5. In the event that the offsite stormwater facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the offsite permittee,.Mr. W. Layne Adams, Jr., Vice President
and Lowe's Home Centers, Inc., is responsible for taking immediate corrective action;
including those as may be required by this Division, such as the construction of additional or
replacement.stormwater management.systems.
6. The permittee grants permission for DENR Staff to.enter the property for the purpose of
Inspecting all components of the permitted stormwater management facility.
7. The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and re-issuance or termination does not stay any
permit condition.
8. The'permittee shall notify the Division in writing of any name,ownership or mailing address
changes at least 30 days,prior to making such changes.
9. Approved plans and specifications for-this project are incorporated by reference and are
enforceable parts of the permit
10. A copy of the approved plans and specifications shall be maintained on file by the Permittee at
all times.
Permit.issued this the eighth day of July 2068.
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H.,Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 6

State Stormwater Management Systems
Permit Number SW8 080613
Stormwater Project Number SW8 080613
Walgreens of Surf City
Project served by an Offsite5ystem Permit No. SW8 050502 Mod — Infil Basin#5
Pender County
Designer's Certification
I, as a duly registered in the State of North
Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the
project
(Project)
for (Project Owner) hereby state that, to.the best of my
abilities, due care and diligence was used in the observation of the Project construction such that
the construction was observed to be built within substantial co_mpliance and intent of the approved
plans and specifications.
Required Items to be checked for this certiflcaticn to be considered complete are on psge 2 of'this
form.
Noted deviations from approved plans and.specifications:
SEAL
Signature
Registration'Number
Date
Certification Requirements:
1. The lot contains no more than the maximum permitted amount of built-upon area.
2. All the built-upon area associated with the project is graded.such that the runoff
drains to the system.
3. The lot has been stabilized with permanent vegetation to prevent erosion.,
4. Vegetated slopes are no steeper than 3:1.
5. Roof drains are located such that building runoff drains into the system.
6. The.inletfrom this project into the approved-offsite.system is located'per the
approved plans and does not cause short-circuiting.
cc: NCDENR-DWQ
Pander County Building Inspections
Page 6of6

JUN 7 7.00E
Da .N".Trz�.'D,u.K<.2's��d�^. i' •.. - .:�:. T7SEQ..'_'� .. _>.� �4'<.�rr-.:�" "'�'9`"�Yr.•:.rt.-. ' n ,.' .- .
Received Pee Paid Perailt
State of North Carolina
Department of Environment and Natural Resources
Division of Wafer Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This faun mm1 be photacapied for wi as an original'
L GENERAL Wl'ORMATION
I. Applicants name(spedfy the name of the corporation,individual,etc.who owns the project):
Holt Oil Company, T-nc.
2 Print Owner/Signing Offidal's name and title(person legally responsible for facility and compliance);
Holt oil Company, Inc. by Louis S . .Cox as its President
3. Mailing Address for person listed in item 2 above:
1709 Clinton Rd.
City Fayetteville State: ' NC Zips 28312
Phone: f 910 1483-5137 Fax: L 910 1 483-9486
Email: [e-mail]
4. Project Name(subdivision,faaNy,or establishment name-shquld be consistent with project name oil plans,
specifications,letters,operation and mainterimnce agreements,etc):
Walgreens .o£ Surf City
5. Location of Project(street address):
US Hwy 17 at NC Hwy 210
City:_ Surf City County: Pender
6. -Directions to project(from nearest major intersection):
Intersection of, US highway 17 and NC hi hwav 210
Exit 516 .13 from I-40 •south -towards US 17 East
7. Latitude: N 34027•025 Longitude: FI 77036.40 of project
8. Contact person who can answer questions about the project
Name: Michael C. Ranks., P.E. Telephone Number. L 864 672-3441
FIna [e-mail]
M , PERMIT INFORMATION:
1. Specify whether project is(check one): QNew []Renewal ❑Modification
Fora SWU-101 Version 8.07 Page 1 of

2 If this application is being submitted.as the result of a renewal or mods ficatiwn to an existing permit,list the
existing permit number N/A and its issue date(if known) N/A
3. Specify the type of project(check one): F'3 t Tu SvJ`3 050502 rv�o0- 1 NF C t_k%-5
[]Low Density MHigh Density []Redevelop ❑General Permit ❑Universal sbT ❑Other
4 Additional Project Requirements(check applicable blanks):
❑CAIv1A b&jw ' ❑x Sedimentation/Eicsion'Coritrol ❑404/40FPemut ❑NPDES Stormwater
Information on required state permits can be obtained by wntacting the Customer Service Center at
1-877-623-6748.
III. PROJECT lNFoniATION
1. In the space provided below,summarize how storm Iwater will be treated. Also attach a detailed narrative
(one:to two pages)describing stomtwater management for the project.
Water quality requirements for this project will be met by diverting
runoff for the the first 1..51' of rainfall to a new infiltration basin ofj
2. Stormwater runoff from His project drains to the Cape River basin.
3. Total Site Area: 1.56 acres Fear 4 Total Wetlands Area: 0 .0 acres
5. 100'Wide Strip of Wedand Area: acres (not applicable if no wetlands exist on site)
6. Total Project Area": 1. a 1 acres 7. Project Built Upon Area: 100. 0 %
8.. How many drainage areas does the project have? 1
9. Complete the following information for each drainage area If there are more than two drainage areas in the
projem attach an additional sheet with the information for each area provided in the same format as below.
oFFstt'�cTD �.t$ 050�S02 0 ??
Receiving Stream Name Virginia Creek
Stmin Class&Index No. SA;HQW
Drainage Area(sf) 78 , 844
Existin Rn ervious"Area s 47,480
Proposed ervious"Area A 61,419
%Im ous'Area total 78 . 01
r
" reinag
On-site Buildings(sf) 14,810
On-site Streets (sf) 11,761
On-site Parking (sf) 10,8 90 -
On-siteSidewalks;(sf) 2„ 178
Right of way(sf) 1113 26.
Off-site (Lowe's Area) (sf) 10,:454
Total (sf):J 61,419 l,�t'or
fmperoious area is defined as the built upon area including,tint not limited to,buildings,roads,parkfng araas,
sidewalk,gravel areas,etc
Fonn SWU-101 Version 8.07 Page 2 of 4

"Totalproject area shall be calculated based on the current policy regarding inclusion of wetlands in the burl!upon area
percentage calculation.
10. How was the:off--site impervious area listed above derived? From topographic survey.
Iv. DEED Rr-mIC'CIONS AND m6TECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future'development prior to the sale of arty lot. If lot sizes vary significantly,a table listing each
lot number,size and the allowable built-upon area for each lot must be provided as an attachment
Form DRPC-1 High Density Commercial Subdivisions
Form DRPC-2 High Density Developments with Outparoels
Forty DRPC-3 High Density Residential Subdivisions
Form DRFC-4 Low Density Commercial Subdivisions
Form t)RPCS Low Density Residential Subdivisions
FomtDRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your"signature below,you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in.the above form,that the covenants will be binding
on all parties and persons claiming under them,that they will run with the land,that the required covenants
cannot be changed or deleted without concurrence from the State;and that they will be recorded prior to the
sale of any lot.
V. SUPPL[112F,1VT FORMS
The applicable state stormwater management pemdt supplement form{s)listed below must be submitted for
each BMW specified for this project Contact the Storatwater and General permits Unit at(919)733-5083 for the
status and availability of these forms.
Form SW401-Low Density Low Density Supplement
Form SW401-Curb Outlet System Curb Outlet System Supplement
Fort SW. Off-Site System Off-Site System Supplement
Form SW401-Wet Detention Basin Wet Detention Basin Supplement
Form SW401-Infiltration Basin Infiltration Basin Supplement
Form SW401-Infiltration Trench Underground Infiltration Trench Supplement
ForaSW401-Bicretention Cell Bioretention Cell'Supplement
Form SSV401-Level Spreader Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
FormSIV401-VAredand Constructed Wetland Supplement
Form SW401-Grassed Swale Grassed Swale Supplement
Form SW401-Sand Filter Sand Filter Supplement
FormSWU-101 Version8.07 Page 3.of4

VI. SUBMITTALREQUIREMF-NI'S
Only complete application packages will be accepted and reviewed by the Dhision of Water Quality(DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office; (Appropriate office may be found by locating project an the
interactive online map at httaJlh2o.enr state.nauslsu(msi mans,html
1. Please indicate that you have.provided the following required information by initialing in the space provided
next to each item.
Ini
Original and one copy of the Stoimwatar Ml gement Permit Application Form
• Original and one copy of the Deed Restrictions&Protec6e Covenants Form qj+
• Original of the applicable Supplement Form(s)and OkM agreements)far each BMp Psi
• Permit application processing fee of$505($4A00 for Express)payable la'NCDENH (ITS
• Calculations&detailed narrative description of stormwater treatment/management O%r>
• Copy of arty applicable soil report wror
• Three copies of plans and specifications(sealed,signed&dated),including: T"
-Development/Project name
-Engineer and firm
-Legend
-North arrow
-Scale
Revision number&date
-Mean higb water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours,proposed contours,spot elevations,finished floor elevations
Details of roads,drainage features,collection systems,and stormwater control measures
Wetlands delineated,or a note on plans that none exist
-Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations
Diamage,areas delineated,
-Vegetated buffers(where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf;please complete this section
Designated agent(individual orArm): Freeland and Kauffman, Inc. ,• Attn: Todd Simmons
Mailing Address,209 'Nest Stone Avenue
.City: Greenville State: SC Zip: 29609
Phone: ( 864 ') 672-3426 Fax, ( 864 1 233-gam f*L
Email: tsimmonsafk-inc.com
VIIL APPLICANTS CERTIM CATION Louis $: Cox as President
I (printer!ypenameofpersonGstedinGeneraltreforn:ation;item2)for Holt Oil Company; Inc.
certify that the information included on tliis permit form is,to the best of my lmowledge correct and
that the project will be constructed in conformance with the approved plans,that the required`deed restrictions
and protective covenants will be recorded,, t the proposed roject complies with the requirets of 15A
NCAC 2H.100a.
Signature menbabe; 05-16-2008
uis S. Cox; Presiderft
Fon i SWU-101 Version 8.07 Pago 4 of 4

JUG! i 7 2008
Permit No. SitI Cii(Cl(RI
By
,(to be provided by DP/Q)
State of North Carolina
Department of Environment and Natural.Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF-SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMIITED OFFSITa TREATMENT SYSTEMS
Ibis form may be photocopied for pse as,an vy*n4l
DWO Stormwater Managemerit Plan Review'
A complete stormwater management plan submittal includes a stormwater management permit application, an
off-site system supplement for each off-site stormwater.treatment system, appropriate supplement forms for any
on-site stormwater treatment systems; and plans and specifications showing all stormwater conveyances and
drainage details for the project.
I. PROJECT INFORMATION
Prc1ect Name : -Yalgreens of Surf City
Contact Person: Michael C. Ranks Phone Number. [phone]
Is.all drainage from the project-directed to the off-site system?(check one): ® Yes R No
D. OFF-SITE'SYSTEM INFORMATION(please complete the following•infomtation'for the oS--site system
that will treat runoff from yaarproject):
PermitNo, SW8050502 RDt)� ih5Ft1.�5
ProjectName:Lowe's, Surf City
Type of System(wet pond, infiltration basin, etc.):Infiltiation'Basin '#15
Lot No. (if part of a subdivision):NIA
How much built upon area draining to the permitted treatment System has been allocated to this
project? 1.81 P c, veaicJ0-605
1 41 Rc 0LLb
M.'REQUIRED ITEMS CI3ECKUST
Prior to 'issuing an off-site permit, verification of the following information must be provided. Initial in the
space provided to indicate that the.following requirements'have been ¢let and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form,the
agent may initial below: If a requirement has not been met,attn1i Ju
'stif cation.
Form S W46i-Off-Site System-Rev1 Page I of 2

ToC� Applicants Initials, S 5ur8 o5oso
t U; 1A Q4bcA0;$ a. Deed restrictions limiting the built-upon area on the site have been recorded.
D
'•lb K 0>d%V" Engineers cerdfication_for the existing"off-site system has been submitted to DWQ.
lS�+ c. There are no outstanding Notices of Violation for the off-site system.
G-+ufV d. Off-sits system is in compliance with the issued permit.
IV. STORMWAT) R COLI:EMON SYSTEM MAE4 PMNANCE REQUDRBWNTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and trash will be removed from the',collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches.will be repaired and,reseeded. Swales and ditches will berevegetated
to needed based on monthly inspections.
4. The collection system,including catch basins,curb cuts,velocity reduction devices, and piping,will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices,and piping.
5. The collection system may not be altered in any way,without prior approval from NCDENR Division of
Water Quality.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
systenr in accordance with the five maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title:Holt Oil Company Inc by Louis Cox as its President
Address: 1709 Clinton Rd.Fayetteville NC27858
Phone: [phone] ' Date: 5-16-2008
Signat l
Note.' 7hu 18gally responsible parryshould nor be a homeowners association unless more than 50%of the lots have been sold and
a resident of the subdivision has been named the president. o''''�' '
/I1, IaKCa t/ a Notary Public for the State of WP-H &f&4e1tid0 .County of
l;Vy11SaclfIAo doFiereby certify that_ + Allis Cox personally appeared before me this
day of __, .S�Oe .and aeimowledge the due execution of the forgoing docameat including the
stormwater collection system maintennnee requirements. Witness my hand and official seal,
"got*
Notary— Ltf' .
Ivty commission expires g i/ /g.
FormSWU- Rev Page 2 of 2
#@ o to a e

.AUTHORIZATION
I; David S. .Brody, Member/M-anager for Triple B Development, LLC authorize.David S.
Craine to execute Purchase Agreements, Option Agreements and Letters of Intent to
'control and acquire property on behalf of Triple B Development; LLC and furthermore,
authorize David S.'Ctame'to represent and convey the interests of Triple J4 Development,
LLC` in meetings, discussions and correspondence with governmental and utility
agencies.
Triple B Development; LLC
by' / vid date: 5y Oj�
S. ` dy, IG1e berlManager
STATE OF NOTfIit,CAk6.L1NA
COUNTY OF:Cra,ve A
I, a Notary. Public of the County and State aforesaid, certify that David. S. Brody
personally appeared before me this day and aelmowledged that he is Member/Manager of
Triple B Development, LLC, and that by authority duly given'and as the act of the limited
oregoing msu=
liabilify company, the ' fcnt was signed 'in its name by its
Memberfm-anager and attested by him as its MemberManager.
WITNBSS MY HAND and official seal, this L day of May 2008.
My Coainiission expires on- %_ 1_ V-G ao
i
Notary'- m4:'�t�ARV z� �7

� t
n .F4 �. � i u^ Min a w w:: r y Y F „nk r �•e n to �
` v For OENR Use ONLY 1 '�
" �,�, North Carolina Department of Environment and Sc�
��`' Natural Resources
':."'.I��e�l61�i14 `-'t ` _Request for=Express Permit Review r'"e �• a ;ate
. •' 11
� •., Confirm � '.
FlLL-IN a1I the mformatron belowand CHECK the Permil(s)you are requesiing,forexpress iewew Cail:and Email the completed form to the;:
Permit Coordinator alon'g,wlth a-completed DETAILED narrative,site plan tPDF fife)and:4icinfty map(same`items ezpectetl fn fh^e aopticatiori: 1 ` '
ap ckaae of the project location Please include-ails form 16 the application package ;
' "'ab , Provided ExIsfingTermlts
e : Asheville$`MooresvilleRegions`-Alls6h Davidson"82&2964698;dilidn.davids6n(c)hcd6nr.aov
. •, .,, . _ _ relatedao this prolect -
o 48 nraov SW
Faye[tevilte,Raleigh or IMnston•Salem Regions David Lee 919.791.4203,david ler�ncde
o Washington Region,=Lyn Hardison 252 948 3842;J hardlson(rDncalenr gov °
SW 4."
l�lmingtonRegion•-Cainerdn Weayer910:796.7303;cameron.weavenUvncdencnov Svy:_
NOTE Proieot appbcabon received alter:'l2 noon wil¢be stamped in the following workday:', NPDES
t t NPDES
Project Name PARR 'ENTALOPFICE'County PENDER WQ
Applicant MATTHEW A PARR i y Company MAPNC LLC wQ
°Address.P.O.BOX 802City:WRIGHTSVILLE BEACH State,NC lip'28480
Phone [phone] Fax [phone] Email oa rdental@ maio I coin E$S
4 z Other
Physical LocehonNC HWYt 210 3' a :, a r ,� —
Project Drains into SA(OUTSIDE 112 MILE)waters Water dassificafion (for.dassifica,on see r "
t httD:ilportalnodenroralwetilwglpslcsulclassifications) e 3- �� + I
Project Located m CAPE FEAR River Basin=s prolect tlraimng to clasp ORW waters? within y,mile and draining to class SA waters Y fr withi1
mile and draining to dess'HQW waters?Y -
t EngineerlConsultant:TfiJASON CLARK:P:E Company NORRIS&TUNSTACL'CONSULTING ENGINEERS P C
r " Address 902 MARKET sTREET City:WILMINGTON State:NC Zip 28401
3 f« w Phone [phone],Fax [phone] Email:Jgj rt(rdntenoineers com co anorr i sQ,,J '
PLEASE PROVIDE ESTIMATED INVESTMENT`ANDEXPECTED'EMPCOYMENT,IF AVAILABLE
SECTIOWdk-`6REQUESTING A SCOP.ING MEETING ONLY' ,a x
.:
®-Scopmg Meeting ONLY,®DWQ ❑'DCM ❑DLR ❑OTHER
,n ,f tip° ^ F ++. .,-• . . _
SECTfONTWOi CHECK ONLYTHE'FROGRAM:(SjYOU.ARE'REQUESTING.FOR+EXPRESSPERMITTING
a _
J�
'u Q 401 Unit« ,❑steam Ongm Determmahon _#of stream'calls Plsaseattach TOPO map marking the areas in questions
=:❑Intermittent/Perennial Determination ' #of steam calls `Please stteaii TOP.O map marking the areas in questions 'x�n-+ . 9
❑401 Water Quality Certification ❑Isolated Weiland(=linear it or_ecr'eS)
r'❑Ripanan'iBuf ei,Authonmhon , > r,,' "El Mmor•Vansnce❑MaJor General Vanance j`^. ,z ;
t ®'State Stormwater ❑General '„❑SFR,. ❑SFR<1 ac ❑Bkhd&Bt Rmp,' ❑Gear&Grub," °❑UUhty ❑Other
❑Low Density s ❑Low Density Curb&Gutter #Curb Outlet Swales tg Off-slte[SW o5 5021�j$ d pe�t#)J
❑High'Density-Detention Pond _#'Treatment Systems'. `®High Density lhtltrat on'_#Treatment Sy$ie F ;
° ❑High Density Bio Retention *Treatment Sy ,❑High Density-SWWetlands .#Treatment Systems, r
❑High Density Oilier _#Treatment Systems./.❑,MOD❑.Major❑Min or❑Plan°Revision❑,Redey Exclusion SW.'* (Pmvdepermit#
r ❑;Coastal Management • • ❑,Excavafion&Fill ED Bridges A Culverts r ❑Si uctures[Information fi
` ❑Upland'Development ,"❑Marrnabevelopment ' + ❑Urban Waterfront°
❑Land Quality h •❑Erosion and Sedimegtat on Contol Plan vnth acres to be disturbed(CK k, (for DENR use))
Y ° u
SECTION THREE-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR'PROJECT,(for both scooffi- and exure'ss meetma ret5ue"stir a.
t Wetiarids on Site;❑Yes❑`No `' ry Buffer impacts;1❑No❑YESi acre(s)°
4 Wetlands Delineation has been completed ❑Yes❑No Isolated wetland on Property.❑Yes❑No'
r 4 US'AC4E Approval of Delineation completed ❑Yes❑No 4t)4,Application:in Process w!US ALOE [I Yes'❑ No Pennd r
Rece1 fr`o ri US ALOE.❑Yes❑No',` "' r � � � '°s, r °
in
- - itor,DENR use only � -
r,�r 'FeaS rdfbrLnulfl lilDerrits:14Check# _<:. + q;i ?otal Fee Amount$ "
s' .- -� ::••- ��^ `SUBMiTfAC'bATES,y +Fee, ;'•' a.." " . SUB_MnTAIDATES'. . :Feetf� - .•r. �;, v
CANA„ Vadance;(�Mai;❑Min)
SW(' HD,'EI LDS ',Gan) •a^ , s, ' _�'� i$i. iw 401 e r J�.- .f' $ - , . ,
iLQS+• ":. ' `$'� Stream'Deter i .. .# :;; e- •$; 'e u r.� •.��.
Y& trio f C•° i•� + n ++ srro.: rt e a� i "..,F •1-` , a �r .
v, r
NCDENR EXPRESS January 2e14

r
e -
.M v
�,r:WeaveF,"Cameron;~ .' -. , ;�', . ,.. � ,. .• . _ - ., :;. � . , :. ;
.From ".�• +. x,, Amy'Norris2anorris@ntengineemcom> -,K-n., •,
Sent Friday, May 29 2015.10 36 AM
To ' ` meaJer,Cameron '
qc:l Jason Clark
Subject i, Parr Dental Office =Surf Gty, NC(N&T#15046)
tl:: Attachments , i45041505-28 15=State SW;Ekpress Request Form (Scoping Mtg.Only),pdf
Cameron
We never did hear,fronn Linda Lewis, so we went ahead &filleij out the attached Scoping Meeting Request Form. We
have not provided•any additional.documentation as^Jason only wants to discuss the issued permits (see below prior e, y
mail) for the site and how they:affect our project now.
Thanks; ,
-,Amy
Amy S, Noriis I Office Manager C'Administrative Assistant '
p�,� Qr
1�1 �z( � S ll�l rl.
=^—m CONSUITING'ENGIIV)AEitS I'C.�-
zr '
i902 Market.Street;Wilmington NC 28401
910 343-9653 (Ent. 212) 1 910-343-9604 (F)°
anorns(o)ntenoineers:com
It is the professional opinion of Norris:&Tunstall Consulting,Engineers P.0 and,Norris Kuske&Tunstall Consulting Engineers, Inc.
that thi's electronic information,provides design information current as of the date of its,release:" Wshall be the responsibility of the-party
receiving,theidata to examine it to see that it contains the necessary,files and information requested.• In transferring the files in
electronic media format;rNo}ris&'Tunstall Consulting Engineer's' P.C:arid Norris, Kuske&T install Consulting Engineers Inc:makes
no representations as to the usability or readability of documentsresulting-from the use of software'application.packages; operating
systems; occompuierhardware,differing from those used:by'Norris-&T.unstall Consulting Engineers, RC:and Norris„Kuske&Tunstall
Consulting Engineers, Inc. idtl epteparahon'of such data
From Amy Morns -
' Sent t k Wednesday,,May 13, 2015 4 23 PM
P'
To cameron.weaver@ncdenr gov'; '[e-mail]', linda.Iewis@ncdenr gov' '
Subject' ." `' _ Parr Dentai`Offiice.-Surf City,'NC(N&T I#15046) �'
Cameron, Jo& Linda,,
x
Jason Clark:tP.E. has'asked me to setup a'meeting'as,soon as'possilile to discuss the above subject project. Jason'
would like to discuss the following,2 State SW permits;,.SW8'050502;(07-08 08) for Lowe s in;Surf City, NC and SW8
'080613'(proposed:Walgreen's atNolt Oil in Surf City; NC'that;never Happened) Jason:has already;been,to'DENR'for the t'?'
file rewew,=but neetls to discuss how to handle the'stormwater permitting as our client(Parr'Dental) is building on the
` 6eiiierWalg"peens site `Please ad ise'a date &time fie can meet'wltti someone at DENR SW.';
Thanks+ x
y - ,
Am S `Morns f Officee Mana er tAdmfriistrative Assistant
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Hall, Christine
From: Hall, Christine
Sent: Thursday, June 11, 2015 1:32 PM
To: 'Jason Clark'
Cc: Amy Norris; John Tunstall
Subject: RE: Parr Dental (15046) - Surf City NC - Lowes Permit SW8 050502
Jason,
I have responded to your questions and added clarifications to a few items in your e-mail below.
However, I wanted to take the opportunity to go into more detail regarding the Stormwater Permitting Map
Viewer. This is mapper just a tool. It even has a note on there to "please check with the local government to verify
current boundaries and specific stormwater requirements'. Secondly, the SA waters layer is added to highlight areas
where additional measures or considerations may be needed. Unfortunately,the sources for all of the SA waters have
not been mapped so the extent of the SA waters layer is just a guide to tell you to look more into the surface water
classifications. If you refer to the water classifications schedule, Virginia Creek is considered SA from the source. It is
the responsibility of DWR to determine the source of Virginia Creek. They may have already done so as it appears that
the Lowe's site was previously found to be within %: mi of SA waters. If you wish to compare the identified source of
Virginia Creek to the location of your site or get a site specific determination, you can submit the Water Quality
Classification Request Form found here.
I would also like to take the opportunity to note that it might be easier and less costly for the owners of this site to
consider obtaining their own high density permit. It would require only one permit action instead of the 2-3 permit
actions proposed if rescinding SW8 080613, modifying the Lowes permit, and submitting for their own offsite permit.
Please let me know if I can be of additional assistance.
Christine
Please note the new e-mail address and direct phone number
Christine(Nelson) Hall
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.,Wilmington, NC 28405
Direct:910-796-7335/Main: 910-796-7215/Fax:[phone]
[e-mail]
http://portal.ncdenr.org/web/Ir/stormwater
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Jason Clark [mailto:[e-mail]]
Sent: Thursday, June 11, 2015 12:08 PM
To: Hall, Christine
Cc: Amy Norris; John Tunstall
Subject: Parr Dental (15046) - Surf City NC - Lowes Permit SW8 050502
Christine,
Thanks for meeting with me today. Below I want to summarize our meeting. Please review and confirm If you can.
1

• For the development of the new parcel,that wasn't included in the original Lowes Permit as an permitted out parcel,
the Lowes Master permit must be modified (SW8 050502).
• In order for the new parcel to develop the infiltration basin area that was permitted to the Walgreens (under SW8
080613),the permit holder must submit a letter requesting to rescind the existing Off-Site permit.
o What are the options if that doesn't or can't happen? This would complicate things. The offsite permit needs
to be rescinded in order to modify the Lowes permit to approve a different use for that infiltration basin. If
SW8 080613 is not rescinded, the only other option under this master permit scenario would be to expand the
system to handle the runoff from both SW8 080613 and your proposed site. As long as SW8 080613 is on
active offsite permit there must be a way within the Lowes permit to treat that water if/when they decide to
develop that lot.
• The Lowes site was determined to be within 1/2 miles of SA waters. However, it was noted that it was Vested to 95'
rules. Though the site provided for the 1.5"volume and a dry detention to pre-post 10 year storms.
o The interactive SW Permitting map on the NCDENR site shows that this area is outside of 1/2 mile from SA
waters. The interactive map is attached. Isn't this map used for determination of what permits are
required? It seems tome that the site would follow Coastal Rules for being outside 1/2 mile from SA Waters?
(please see my comments above regarding the use of this tool)
• Assuming the site is determined to be within 1/2 mile of SA,the new parcel would have to provide for the 1 year pre-
post or 1.5 inch storm, which ever is greater. Also, if the overflow discharges to the existing Lowes Dry Detention,we
must analyze the existing dry detention basin to show it still meets the 10 year pre-post requirements. Or overflow to
a 50'vegetated filter.
• We looked at the Soils report for the borings that were done by the Soil Scientist. The fill at the basin site can be
removed and replaced with acceptable fill and we can used the measured infiltration rates (or 1/2 half
measured). This needs to be worked out with Edward, NCDENR Soils Scientist. We will schedule his site visit.
• Another option is to hold and infiltrate the 10 year storm onsite. Overflow may be able to discharge into an existing
system,you are going to check. Overflow can definitely overflow directly to the existing Lowes dry detention basin
(designed for 10 year) as long as the onsite treatment holds and infiltrates up to the 10 year storm. This option is to
be designed just as any other HD project within %: mi of SA waters. If you are infiltrating,you would need to provide
an offline bypass and a vegetated filter strip designed for the runoff in excess of the design storm and up to the
10year storm event. Another option would be to utilize one of the options in Section 16.3.9 of the BMP manual to
waive the offline bypass and/or filter strip. I have confirmed with Linda that if infiltration is used,the runoff in excess
of the 10 year storm event can be directed to a downstream BMP bypass/collection system.
Please let me know about the option of overflow from onsite if the onsite treatment holds and infiltrates the 10 year. Please
also confirm the site in relation to SA waters.
Thanks again for meeting with me.
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)
iclark(alintengineers.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.
2

J&A
rtJi Carolina Departmen NC®ENR
t of Environment and Natural Resources
Division of Water Beverly Eaves Pe ue Coleen H.Sullins
Govemor Director Dee.Freemari
SecretaryJune 2;:2009
Mr. W, Layne Adams, Jr.-, Vice President
Lovde's Home Centers,'Inc.
P.O. Box.1111
North.Wilkesboro, NC 28656
Subject: PNpr4gve+l�la ion
Lows Surf City
ro ect No. SW8 060502 Plan Revision
Pander County
Dear Mr..Adams:
On March 23,2009, the Wilmington Regional Office received a plan revision for ;Stormwater
Management Permit Number SW8.bi 0=2 with additional inforfriation submitted on:Ap'n1,23, 2009. The
revisions document the sale of a parcel of-land that made-Lp drainage area #4 and the associated
Infiltration basin. This property is permitted by the new owner, WRI-Hughes, LLC under Permit..Number
SW8 .090310 for Hams. Teeter at 'Surf City 'Crossing. It has been determined that-a formal permit
modification is not regwred�_forthe proposed changes. We•are forwarding'you:an.approved copy of the
revised plan and.documents for your files. Please add the attached plans ,and.permit,documents todhe
Previously approved plan sheets. Please repla"c
sheets. e.pages 2, 3, and 6 of the existing permit with-the etteciied
Please be aware that all terms and conditions of the permit issued on July 8,2008 'remain in'full
force and effect. Please.also understand,that the-approval of'this.revislon to the:approved plans for the
subject State Stormwater Permit is done�on:a.case-by-base basis. Any other changes rove plans-for
the
be submitted{o and approved,thipugh-the Division of'WaterQuality prior to construction., The issuance of
this plan revision hoes not preclude ahe,permittee from complying with all other tructibri s e issuance
s, rules,
regulations or ordinances which may have furisididtton over the propos6dactivity, and obteining:a permit:or
approval prior to;bonstruotion.
If
,you have.any questions please call.me at (910) 7964215,or mary.naugle@ncdenhgov.
�Sincerely,
Mary' Naugle
GDS)mjn: S:WVQSWORMWATERIPERMITID505.02Mod;PRjun09
Cc: Jeff Baran, Manager WRI-Hughes, LLC, 919-84
847-9854. 7-7309,Ibaranlalbobhuehes com, fax: 919-
M.-Floyd Adams, PE, The Adams Company;Ina,910-293-2770,fax: 2766.
,_MImington=Regi6al`Offiee
Central Files
M.J: Naugle
Wdmnglah Regia¢i Dice
127 Cardiml Dike Edwie,%Vrikeinst'OkNorthcamii.n i-281405
Phcne:9j0M72151 FAX-9103SM0071CaslamerServrz U77fi73.6748Tone -
Name:vwv.riw alc quaRy c g pith Car011Aa
^^ra=OP70ftw}rlAannS,nCn6cwio, r/Vgtllrll!!lf

subsurface contditioas revealed during cordruction.The geotechaial entli- to disappointments,claims,and disputes.To help reduce UE risk of such
neerwhodeveloped your reppd cannot assume responsibility orliabililylor outcomes,geolechnialengineers commonly Include avartetya]explanatory
the reports recommendations ifthalengineerdoes t Perform corstruclion provisions in theirreporis.Samidimes iabelad'limitations' many of(hese
observation, provisions indicate bdiere geotechmai engineels' respons bitilies begin
and end,to help others recognize.heu cw'n iesporslbildes and risks.Read
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ing repors hasyesulted in costly problems.Lower ttal risk by having your Ceomylponmental Concapns-Are'Not Covered
geatechnial,erigide2r confer with.appropfiale rnlentois of me design.eam The equlpmmerit,techniques,and personnel used to perform a geoens?ron-
aliersubmihir g the report.Also retain your geolechnical engineer to review menial study differ sign ilicanlly'from those used to pedOrm a'geofer9inic 1
pedinemelemtenLSd the design teamS plans agspeci(irations:Contraclors study.Foi that reason.ageofechnicelengin eringreportdoesndlusuallyie
an also mismturpret a geotechoiral engineering report.Reduce that risk by late any geoem'fronmenal.linding5;cobclusims,of recomneoaalions;e,g.,
havfrgycurgeolechnicalengineerpadlclitkiinpiebid and preconstrudPoo aboutlhelikdihoodofencounlering underground storage looksorrqulated
conferences,and by providing construction observation, conWninants.Unartlicipared environmerr.1v problems hale ledio numerous
projecltaifuras If you have ON yet obtained yeuCowngeoenvionmental in-
ns Nat Redraw,Vile.Engineer's Logs formation,ask your geolechnical consultant for risk maiagerrent guidance.
Gootechnial engineers prepare fimdi'ttorinng and,tding fogs based upon DoirorOY%7 air environnreri,'alrepod prepared larsomrmrreelse.
their interpretation of tield.logs and laboratory data. To prevent errors or
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the.logs Included-in a'ceolechnicd engineeing report should Obtain,Protess onai Assistance Ica Deal MM Mold
neuei be redrawn lot inclusion architectural or other design draGnrgs.. Diverse slratagia can be appliedLduring bulUng design,construction,ap-
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for the repress purpose of mold prevention.iffiegrated Into a comprehensive
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Gif idanice consultanl.Because Just a small amount of wafer or moisture can lead to
Some owners and design professionals rrrslak,0 believe Mel can make the development of severe meld infestations;a number of mold prevention
conlraefors liable lot unanticipated subsurface conditions by limiting what strategies locos onkeeping building surfaces dry.While limundvatter,'wa-
they provide forbid prepa'ralion.To,help prevent costly,,problems,give can`- ter infillration,.a`nd similar issues may hai'e been addressed as part of the
tractors rite complete geolerhnial engineering report,bulpreface it with a geotachnical engineering study whose findings are conveyed in-this report,
clearly written letter of transmittal.In ttsl letter,advise contractors that the the geotehnical engineer in'charge of this project is not)mold prevention
report was not prepared lot pwposesof bid development and that tnereports conslultant;Ionaofthesari►ceap8pf"edfn.ciorwciftwO
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least share some of Ihe.fimancial responsiNlitles'soemming from urantid- Rely-an yeur'ASFE-Member Gentechnical
paced conditions. f f0eeFFop AddRlmlal Assistance
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Dr- t \ I State Stormwater Management Systems
Permit No. SW8 050502 Mod
July 8,2008
W. Layne Adams, Jr..,Vice President
Lowe's Home Centers; Inc.
P.O. Box 1111
North Wilkesboro, NC 28656
Subject: State Storrwater Permit No. SW8 050502 Modification
Lowe's Surf Clty
High Density Commercial;Project
Pander County
Dear Mr. Adams:
The Wiimington'Regional Office received aStormwater Management PermitApplicationfor
Modification'to Lowe's Surf City on June 17,2008 with additional.infomtation submitted on June 27,
July 1,and,July 8,2008. Staff review of the plans and specifications hesdet ermined thattheproject,
as proposed,will compiywith.the Stormwater Regulations set forth in Title I NCAC 2H.1000. We
are forwarding Permit No.SW8 050502 Modification dated July8,2008,for the construction of the
subject project. This modification'.adds an off-elte drainage area from the Walgreensat Holt OR,
SW8 080613,and stormwater treatment In Infiltration basin#5.
This permit shall be effective from the date of issuance until Jurre I 2015,and shall be
subject to.the conditions and limitations as'specified therein. Please pay special attention to the
Operabon and Maintenance requirements In'this permiL Failure to establish an adequate system for
operation andmeintenance.of the stormwater management system will result in future compliance
problems.
g any parts,requirements,or limitations contained In this permit are unacceptable,,you have
the right to request an adjudicatory hearing upon written request within sixty'(60) days following
receipt of this permit This request mustbe in the form of a written petition,conforming to�Chapter
1508 of the North Carolina General Statutes, and fled with the Office of Administrative Hearings,
P.O.Drawer27447,Raleigh,NC 27611-7447. Unless such demands are rnade,this permit shiA be
final and;binding..
If you have anyquestions;or need additional Information concerning this matter, please
contact M.J: Naugle, or me at [phone].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlmjn: S:\WQSiST.ORMWATER\PERMM050502mod Jun08
cc: ' Michael C. Ranks, P.E., Freeiand& Kauffman, 864-672-3426, fax..864=233-5497
Louis S.'Cox; President, Holt Oil Company, Inc., .
For Off-site drainage from Permit No. SW8 080613 from Walgreens,
1709 Clinton Rd., Fayetteville,'NC 28312
Pander CountyBuliding lnspections
Fender County Engineering
Pander'County Planning Department
Division of Coestal:Management
Wilmington Regional Office
Central Files
M.J. Naugle
Page 1 of 7

State StormwaterMenagement Systems
: Permit No. SW8 050502 Mod
STATE OF,NORTH CAROLINA
a
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
,DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as.amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS,HEREBY GRANTED TO
Layne Adams, Jr. end Lowe's Home Centers, Inc.
Lowe"s Surf-Clty.
US Hwy 47 at Hwy 210, Surf City, Pender County
FOR THE
construction,operation and maintenance of five (5) Infiltration basins Incompliance Wjth the
provisions of 15A.NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stornwatermanagement plans and specifications-and other supporting data as
attached and on file with and approved by the Division of Water Quality.and considered a part of
this permit
This permit shall be effective from the.date of issuance until June 1, M15, and shall be subject to
the following specified conditions and limitations:
L DESIGN,STANDARDS
1. This permit Is effective only with respect to the nature.and volume of storinwater
described Inthe application and other supporting data. This modification adds an off--site
drainage area fiom the Walgreens:at Holt Oil, SW8 080613, with stormwater treatment in
infiltration basin#5 to treat 61,419 square feet of BUA.
2. This stormwater system has'been approved for the-management ofstormwater runoff as
described in Section 1.7 on page 3'of this permit The stormwater control has been
designed to handle the runoff from 793,663'square feet of impervious area:
3. This basin must be operated with a 50foot vegetated filter.
4.. The tract will be limited to the amount of built-upon area'indicated on page 3 of this
permit, and per approved.plans. There is no future built-upon area allocated in this
permit: Additional BUA requires a.modificationto this permit
5, All stormwater collection and treatment systems.mustbe located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing:all such required easements, in accordance with the approved plans.
Page 2 of 7

State Stormwater M
Systems`
Permit =502 Mod
STATE OF'NORTk CAROLINA
'IMM il
We
PARTIVIENT OF'ENVIRONMENT AND'NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE StORMWATER MANAGEIVIENTPERMIT
H GH,DENS
ITY COMMERCIAL,I)EVELOPM ENT
aace with,the provisions of Article 21 of Chapter 143, Generd Statutes of North
mend6d, and other applicable Laws, Rules, and Reigy'latiohs-
PERMISSION IS HEREBY GRANTED TO
Layne Adams, Jr. and Lowe's Home Centers, Inc.
Lowe's Surf.Cify
USH417atNC,H42i0, gurfOify, PbnderCounly
FOR THE
operation and maintenance'of four(4).infiltration basinfln-6ohapligrici§With the
it, A I i5A:NcAC 2H D06'(hial-(hereafter afte'r he'fer're-dio as the ik and stormwaierru the
rmwateir rnansgernentpf6ris'ends pecifications and other-supp6 I r thg I data as
a on file with and approved by the'bIV1sI6A'6f WaterQujlity
rmi - and consiidered:a part of
Pewit be the;date of issuance until June and shall bezubi6ct
"wing specified-condidohs,and'lim'i ifatldn
QESIGN'STAWARDS
This-permit,is effective only With respect to the nature andvolume of stotmwater
cribed,in the apo.katioh and�btfier supporting data. The-modffi&6tibd�'ilssu-"ed:July,8,
added'an oft-�ilte drainage area frorn'th'eW6Igreens*6t Holt bil,'sVv6,oso6'q with
qrmwqjer treatment in'i6filf(Ation.basin#'S'to treat.61'ikilb scluare'f6et of BLIA. The
A qn,ravtwbn, dated I Jufie A,.'2009, i6M6ved-ar4inage,are6#4 and the assoGafeo
it
rlltratldn basin,t6 treat-'lj5,4T2 square fe 4,.6'tBL)A. Thep associated With
age area #4 was sold to 1,�RPH&ghes, P' property
*"Y 1 , r - LLC-u�der errn1tPN&mt;erSW80§03i0,fbr
Harris-Teeter a Surf Glty ossin!�_
This ptormwater system has been approved,for thernanagemerit of stormwater runoff as
-Aescribed in Section'lX 3 on oige 'of.thlspermif.The stormW- atbr,6ont'r'o­I has bbe' n'
66ignpd:to-hihc!16 the runoff fibi 847,tT,, quare-feet of iM66?u 6 area(form
" " 'drij.
'79,3,"663'square feet):
'The basins must bb�operaleftkh a 50 fool vegetated filter.
The tract will be AmIted:t6thb
' - amount of builtu"p"o n area Indicated on
bfhispermit, and per 6pproved'iians. There Is,no fu1u4b6%U0ofi'9r6aIaI= i
permit Additional,BUArouires-amoditteation 161thii permit
All storrnwi
atef oollection and treatment systemrhust be'located in either dedicated
Commohireiasor-re6ordik' bfiihal Olii6`-for the,project wili be recorded
.showing all-such required ed easements. Th
easements, in ade6rdance wiih"the-ap
'proved.plans.
The
runofifrom all,buill-dpon46a-Within th6lpeinhittiDd drainage;area of this project.MUst
6cto:into the he permitted diormwater:6 control system.
page 2 of 7

zitate;stormwater Management Systerrs
Permit No. SW8 050502 Mod
S '
o owing design criteria have been permitted for the infiltration basin and must be
gam" yr ded and maintained at design condition
no Basin 1 2 3 4
5
Transferred Off sitedrom
Y. iw�fir' to WRigreens
SN8090310 SW8080613
+, a V Draiaa a Ries acres 4.78 5.10 4.80 1.81
Onsite: 208 217 222 156 209 088
Offsite ft=: 78 44`:• None _ none none'16-Total Im eririous Surfaces 10454'
204 732 204 732 187,308
61419
c. Diii _. Storm inches:
1.5 13 1.5 1.5
d. Basin Death.feet: q 4. 4
e. Bottom Elevation FIviSL: Sg 3 t 53 53 56
WeirElcvadon FIMSL: 55.9 56.2 56.1 58.56
Botioin-5urfaceAre
674 5910 5 945 2 70
x :* h. Permitted Store a V61ume- 24,610 24 762- 24058
i. T e of soil ' 11 8.
Loam Sand Kureb I:eoa
InOtrationRate,in/itr: 6 6 6
k:Scasonal Irz 11 Water Table FMSL: .51 51 2
51 54
1. Time'toDrawDolva hours:m.Receivin Stream/River Basin Vii inia Creek/Ca a Fear River
n. Stream Index Number: 18 87 9
"''?' o: Classificarion:
St1•IiW
It. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operationaffor Its intended use prior to the construction of any butitupon surface
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the'operation and maintenance necessary to
assure;the permitted stormwater system functions at optimum,efficiency. The approved
Operation and Maintenance.Plan must be followed in its;entirety and maintenance must
occur-at the scheduled inteivais including, but not limited to:
a. Semiannual'scheduled inspections'(every.'6 months).
b. Sedimerit removal.
c. Mowing arid re-vegetation of-slopes and ithe vegetated filter.
d. Immediate repair of eroded areas.
e: Maintenance of all slopes in accordance'with approved,plans and specifications.
fi. Debris removal and unclogging.of bypass structure, infiltration media, flow
spreads r, catch ba"sins,.piping and 'vegetated filter.
g. A°clear access;path to the bypass structure must be availableat all times.
4. Records of tnaintenance,activities must be kept-and-made available.upon'requesYto
authorized pelsonnel of pWQ. The records.will indicate the date,;activity, name of
persbn performing the work and what actions were taken.
5. The facihtles shall be constructed as shown onahe approved plans. This permit shall
becomevold unlessaheiaa6&es are constructed in accordance with the conditions of
this;permit,the approved plans and specificatioris, antl other'supparting data.
6, If the;stormwatersysiem was used as an Erosion ConiroLaevice,it.must be restored to'
desrgn condition prior to operation as,a stor nwaler,tneatrnent,device; and prior to
occupancy of•the facility.
Page 1 of 7

State Stormwater Management Systems
Permit No.SW8 050502 Mod
6. The runoff from all built-upon area within the permitted drainage area of this project must
be,directed into the permitted stormwater control system.
7. The following design criteria.have been permitted for the infiltration basin and must be
provided and maintained at design condition:
Infiltration Basin 1 2 3 '4 5
Off site from
waigrecns
SW8 0806I3
a Ihaiaa a an acres 4.78 5.10 4.80 3.11 1.81
Q 208,217 222,156 209,088 135,472 78,844
o site : Nona none none None 10,454 V b.Total Impenious Surfaces fl: 204,732 '2D4 732 187308 135.472 61419
c. Desiga Stern4 iwhcs: 1.5 L5 1.5 15 15
d. Basin Depth,feet: 4 4 4 2 3
e. Bottom Elevatiou,FMSL 53 53 53 52 56
f. B sWeirElevati F4\0L• 55.9 562 56.1 N/a 5856
g. Bottam Surface Arcs fl: 6 674 5,910 5,945 8,015 2,270 .
h.Permitted Store a voteme• 24,610 24,762 24,058 19,024 11,298
I. TypeofSoil Loam and eb Leon
'. InfiltrationRate,inlhr. 6 6 6 6 2
It.ScasorW M Water Table,FMSL 51 51 51 49 54
1. Time to Draw Down,hours: <8 1 <9 I <8 <3 <47
m.Receiving Stream/River Basin ylmlwa Creek/Cape Fear River
n. StreamindcxNumber: 18-87-9
o. Classification: $ ;HW
H.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 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 re-vegetation of slopes and the vegetated filter.
d: immediate repair of eroded areas.
e. Maintenance of all slopes In accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, infiltration media,flow
spreader; catch basins, piping and vegetated filter,
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and,made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
S. The facilities shall be constructed as shown on the approved plans. This permit shall
become void unless the facilities are constructed in accordance with the conditions of this
permit,`the'approved plans.and'specifications, and other supporting data.
6. If the stormwater system was'used as an Erosion-Control device; it must be restored to
Page 3,of 7

State Stormwater Management Systems
Permit No. SW8 050502 Mod '
design'oondition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
7: Uponcompletion•of construction, prior to issuance of a Certificate of Occupancy,and
prior to operation of this permitted facliily, 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. Amodification may bwrequired for those deviations.
B. Access to the stonnwaterfacilities shall be maintained via appropriate recorded
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for revised
plans,specifications, and calculations,prior to construction, for any modification to the
approved plans, including, but not limited to, those listed"below.
a. Any revision to any item shown on the-approved plans, including the stornwater
management measures, built-upon area,details,.etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the drainage
area..
e. Further subdivision, acquisition, lease or sale of all or part of the project area.The
project area is defined as all property owned by the permittee;for which
Sedimentation and.Erosion Control.Plan approval or a CAMA Major permit was
sought.
I. Filling in, altering,or piping of any vegetative conveyance shown on the approved
plan.
10. Prior to the construction of any permitted future areas shown on the approved plans, the
permittee shall submit final site layout and grading plans to the Division for approval.
11. Acopy of the approved.plans and specifications shall be maintained on file by the
Permittee at all times.
12. The Director may notify the permittee when the permitted site does not one or more
of the minimum requirements of the permtt. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meefminimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
'1. This permit is not transferable to any person or entity except after notice to and approval
by the Director. In the event of a change of ownership,or a name change, the permittee
must submit a completed Name/Owner6hip Change form to the Division of Water Quality,
signed by both parties, and accompanied by the supporting documentation as listed on
page 2 of the form. The approval of this.request will be considered on its merits and may
or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request.
3. Failure to abide by the condifions.and limitations contained in this permit may subject the
Permittee to enforcement action by the Division-of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
Page 4 of 7

State Stormwater Management Systems
a, Permit No SM 050502 Mod
" e�followtng design criteria have been permitted for the infiltration basin and must be
rovidedandmaintained at design condition,
riTJfr`atSon Basin 1 2 3 q
5
` —r—, Transferred Offshe from
vsi•' to Walgieens
�Yc SW8090310 SW8080613
i +a :Drainaeeazea acres 4.78 5.10 4.SD 1.81
Onsitc, 208 217 222 156 209:088 78,844
.Ft OffsiteI None none none 10454 b.Total Impervious Surfaces W: i 204 732 204 732 187,308
; ` 61919
c. Des Storm inches:
1.5 1.5 1.5 1.5
r ' d. Basin Depth,feet: t 4 4
4 3
e. Bottom Elevation FM51: 53 53 53 56
E B ss11'c' levation FIMSL: 55:9 56.2 56.1 58.Sb
Bottom Surface Area 6,674 5 910 5 945 2 270
4 r, h: Pernsined Stora a Volnme• f? 24 610 24 762 24.058 I1'298
L T e of Soil Loam Sand. Kureb Leon
z .
i. Infiltrntlon Rat in/hr. 6 1 6 6 2
r.r'= k.Seasonal Hi h Water Table FMSL: 51 51 51
' 1. Time to Draw Down hours: <g s g 8 54
k, m.Recelvin 'Strewn Ver Basin I <47
n. Stream Eadea Virgin a Creek/CapeFear River
Number:
' 18-87-9
o. Classification: SA•H1V
11. 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 builtupon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shallat 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 lts,entirety and maintenance must
occur at the 'scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re-vegetation of slopes and the vegetated filter.
d. Immediate repair,of eroded areas.
e. Maintenance of all.slopes in accordance with approved plans and specifications.
f. Debris removal and_unclogging of bypass structure; infiltration media, flow
spreader, catch basins, piping and 0egetatedfilter.
g. A clear access path to the bypass structure must be.availableat all times:
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit shall
become void unless the facilities are coitst,ucted in accordance with.the conditions`of
this permit, the approved plans and specifications, and other supporting data.
6. 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 facilfty.
Page 3 of 7

\ �• a as � f/ is � .1
1 L
1 M
J M
.ev.a ' I��y � 1' ��� •JI ^
"R'E,q

State StormwaterManagement Systems
Permit No, SW8 050502 Mod
4. The issuance of this'permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances,which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
5. in the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions,the Perrnittee shall take immediate corrective action; including those
as may be required by this Division,such as the construction of additional or replacement
stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal business,
hours for the purpose of inspecting all components of the permitted.stormwater
management facility.
7. The Permit remains in force and effect until modified, revoked, terminated, or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request fora permit modification,,revocation and re-Issuance, renewal or termination
does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
9. Approved plans and specifications for this project are Incorporated by reference and are
enforceable parts of the permit.
10. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
11. The permittee shall submit a permit renewal application at least 180 days prior to the
expiration date of this permit.The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the eighth day of July 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
i
Page 5 of 7

StateStormwater Management Systems
Permit No. SW8 050502 Mod
Lowe's Surf City- Infiltration basins t through 5
Storrnwater Permit No. SW8.050502 Mod
Pender Countv
D esianees'Certification
I, asa duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time)the
construction of the project,
(Project)
.for (Project Owner) hereby state that, to the best of
my.abilifies, 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 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 050502 Mod
Certifica{ion Requirements:
_1. The drainage area to the system contains approximately the permitted acreage.
_2. The drainage area•to the system contains no more than the permitted amount of
built-upon area.
3. All the built-upon area associated with the project is graded such that the;runoff
drains to the system.
_4. All roof drains are located such that the runoff is directed into the system.
_5. The outlet I bypass structure weir elevation is per the approved plan.
_6. The outlet I bypass structure Is located per the approved plans.
_7. A Trash Rack is provided on the outlet I bypass structure.
_8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
_10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
_11. The permitted amounts of surface area;and/or volume have been provided.
_12. All,required design depths are provided.
_13. All required parts of the system are provided.
_14. The required system dimensions are provided per the approved plans.
_15. All components of the stormwater BMP ere located in either recorded common
areas or recorded easements.
oc NCDENR-DWQ Regional Office
g
Pander County.Building Inspections
.Page'7'of 7

y-•f` f Nl�5 .-huh.J.s�Y✓... I ..
-1TY CROSSING -- HARRIS TEETER 8� OUTPARCELS
April 6, 2009
t`11LT UPON AREAS b" LOT
All numbers in square feet
{
PLOT/AREA LOT SIZE IMPERVIOUS S��O�1 a310
Hauls Teeter Complex 461;460 333,736
Harris Teeter, Retail Stores,
Parking, Landscaping,
Conveyance, Alston Blvd.
Out-Parcel#1 60,280 50,700
Out-Parcel #2 58,180 43,911.
Out-Parcel#3 71,360 55,953
Out-Parcel#4 41,010 36,900
Out-Parcel #5 54,700 35,990
Out-Parcel #6 64,520 31,800
Out-Parcel #7 56,590 26,030
Off-Site 0 16,640
Totals => 868,100 631,660
Not included in stormwater plan
p cP
Out-Parcel #8 - 77,950
Out-Parcel#9 109.020
DLD
Totals => 1,655,070 631,660
Acres=> 24.22 14:50
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2747
May 19, 2015
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