SW8080107_HISTORICAL FILE_20170124

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW8 050(to�
DOC TYPE I ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE I v'�o! 7 OI �2,Li
YYYYMMDD

Energy, Min era I &
Land Resources
ENWRONmENTAL OUALITY
January 24, 2017
Bobby Harrelson; Manager
Hood Creek, LLC
PO Box 1967
Wilmington, NC 28402
Subject: State Stormwater Management Permit 1\o. SWS 080107 MOD
Compass Pointe West Commercial
High Density Wet Detention Pond Project
Brunswick County
Dear Mr. Harrelson:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received a complete; modified Stormwater Management Permit
Application for Compass Pointe West Commercial on November 7, 2016. Staff review of the plans and
specifications has determined that the project, as proposed; will comply with the Stormwater Regulations
set forth in Title 15A NCAC 214.1000 and Session Law 2008-21 l . We are forwrarding Permit No, SWS
080107 dated January 24, 2017, for the construction, operation and maintenance of the BMP's and built -
upon areas associated with the subject project.
This permit shall be effective from the date of issuance until August 18, 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,
procedures for changing ownership; transferring the permit, and renewing the pen -nit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed
restrictions, to transfer the permit; or to renew the permit; will result in future compliance problems.
The following modifications are included and covered by this permit:
1. Modification to the permit to create an outparcel, Lot 41, within the overall parcel boundary, and
adding permit language to convert the permit tt a commercial subdivision.
2. Alignment and grading changes to Compass Pointe South Wynd and its accompanying sidewalk.
3. Relocation of impervious areas to match revised roadway plan, and assigning impervious area
allocation to the new outparcel, Lot ## 1.
The outparcel Lot # l is a total of 7.0 acres with 6.78 acres within the drainage area of Pond # 1. This area
has been allocated 65% percentage impervious coverage. The remaining 0.22 acres within the drainage
area of Pond 92 is to remain pervious. An offsite permit request for the Lot 91 needs to be submitted
upon completion of the final design. This permit modification is only intended to identify the outparcel
boundary and to designate an associated off -site impervious allocation for Lot 91.
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 l 50B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh; NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
Statr of North Carolina Environmental Quality ; Enc rg}. Miners! and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, NC 28405
4t4 796 7215

State Stormwater Permit No, SW8 080107
Page'2 of 2
If you have any questions, or need additional information concerning this ntatler, please contact St
Posey in t}ie Wilmington Regional OfEce; at [phone].
eve A
Sincere]".
�•� Tracy Da s p �irector
Division of Energy. Mineral and Land Resources
:
s ;p;
cc: \\\StormwaterTermits & Projects1200&080107 HD12017 O1 per nit 080107
Matt Haley, PE, Cape Fear Engineering
Inspector, Brunswick County Building Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Off -Ice Storimwater File
State of North Ca lolina I Environmental Quality I £nergY'• i 4ineral witrningtuand Land RCSULA'�( g
n RcgipnaI office iZ7 Cardinal DriveExtcnsk.. I wilmirigtrsn NC 2840
910 796 711�

State Stormwater Management Systems
Permit No. SW8 080107 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Hood Creek, LLC
Compass Pointe West Commercial
1 Mile West on US74176 from intersection of Enterprise Blvd & US74/76, Leland, Brunswick County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with the provisions of 15A NCAC 2H
.1000 and Session Law 2008-211 (hereafter referred to as the "stormwater rules') the approved stormwater management
plans and specifications and other supporting data as attached and on file with and approved by the Division and
considered a part of this permit.
This permit shall be effective from the date of issuance until August 18, 2023, and shall be subject to the following specified
conditions and limitations:
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 subdivision is permitted for one outparcel lot, limited to a maximum amount of built -upon area as indicated in
Section 1.9 and Section 11.4 of this permit.
The stormwater system has been approved for the management of stormwater runoff as described in this section
and Section 1.9 of this permit. The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control measure(s). The stormwater controls labeled DA1
and DA2 have been designed to handle the runoff from 625,000 square feet of impervious (including 386,530
square feet of future area) in DA1, and 418,500 square feet of built -upon area (including 376,359 square feet of
future area) in DA2.
4. The maximum built -upon area allowed for the entire subdivision is 1,043,500 square feet
5. The drainage area(s) will be limited to the amount(s) of built -upon area indicated in Sections 1.3 and 1.9 of this
permit, and per approved plans.
6. A 50' wide vegetative buffer must be provided and maintained adjacent surface waters, measured horizontally from
and perpendicular to the normal pool of impounded structures, the top of bank of both sides of streams and rivers
and the mean high water line of tidal waters.
7. All runoff being directed into wetlands shall flow into and through those wetlands at a non -erosive velocity.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 080107 MOD
8. Prior to the discharge of stormwater runoff from any lot into the approved stormwater system, the permittee shall
ensure that the owner of the lot has obtained a separate Offsite Stormwater Management Permit.
9. The following design criteria have been permitted for the wet detention pond and it must be provided and
maintained at the design condition:
Pond 1 1
Pond 2
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
19,19
835,816
0
12.88
561,241
0
Total Impervious Surfaces, ft2:
Onsite Buildings ft2:
Onsite Streets, ft2:
Onsite Parking, fie:
Onsite Sidewalks, ft2:
Other Onsite, ft2:
Offsite, ft2: (Lot #1)
Future, ft2:
625,000
525
42,128
0
3,958
0
191,859
386,530
418,500
0
32,535
0
8,975
631
0
376,359
Average Pond Depth, feet:
6.0
6.0
TSS removal efficiency:
90
90
Design Storm, inches:
1.5
1.5
Permanent Pool Elevation, frnsl:
44,50
26.50
Permanent Pool SA, ft2:
44,152
25,354
Permitted Storage Volume, ft3:
77,882
51,085
Storage Elevation, fmsl:
46A0
28.26
-Design
Controlling Orifice, ❑ inches:
I 3.50
I 3.50
Permanent Pool Volume, ft3:
233,517
132,662
Forebay Volume, ft3:
54,834
38,251
Maximum Fountain HP:
3/4
112
Receiving Stream / River Basin:
Alligator Branch 1
Cape Fear
Stream Index Number:
18 - 66 - 4
Classification of Water Body:
C;Sw
10. The outparcel Lot #1 is a total of 7.0 acres with 6.78 acres within the drainage area of Pond #1. This area has
been allocated 65% percentage impervious coverage. The remaining 0.22 acres within the drainage area of Pond
#2 is to remain pervious. An offsite permit request for the Lot #1 needs to be submitted upon completion of the
final design. This permit modification is only intended to identify the outparcel boundary and to designate an
associated off -site impervious allocation for Lot #1.
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the approved stormwater system shown
on the approved plans unless and until the Division has approved of the revised plan.
2. 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.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately. If the stormwater system is used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 080107 MOD
Prior to the sale of any lot, the fo1owing deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State Stormwater Management
Permit Number SW8 080107, as issued by the Division of Energy, Mineral and Land Resources under
NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain
compliance with the Stormwater Management Permit.
c. These covenants are to run with the land and be binding on all persons and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place without the concurrence of
the Division.
f. The maximum built upon area for outparcel Lot #1 is 191,859 square feet. This allotted amount includes
any built -upon area constructed within the lot property boundaries, and that portion of the right of way
between the front lot line 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 surface of swimming pools.
g. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the pond or street, grading the lot to
drain toward the street or directly into the pond, or grading perimeter swales and directing them into the
pond or street.
h. Built -upon area in excess of the permitted amount will require a permit modification.
i. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of each
side of streams and rivers and the mean high water line of tidal waters.
j. Any individual or entity found to be in noncompliance with the provisions of a stormwater management
permit or the requirements of the Stormwater Rules is subject to enforcement procedures as set forth in
G.S. 143, Article 21.
k. Each lot within the subdivision whose ownership is not retained by the permittee, must submit a separate
Off site Stormwater Management Permit application package to the Division and receive a permit prior to
any construction on the lot.
5. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of recording
the plat, and prior to selling lots. The recorded copy must contain all of the statements above, the signature of the
Permittee, the deed book number and page, and the stamp/signature of the Register of Deeds.
If permeable pavement BUA credit is desired, the permittee must submit a request to modify this permit to
incorporate such language as required by the Division. The request to modify must include a proposed amendment
to the deed restrictions and protective covenants for the subdivision, and a soils report identifying the type of soil,
the Seasonal High Water Table elevation and the infiltration rate. Upon the successful completion of a permit
modification, the individual lot owners that request to utilize permeable pavements shall submit the necessary
forms and documentation to the permittee, or a designated agent, -and receive approval prior to construction of the
permeable pavement.
7. The permittee shall review all lot plans for new construction and any subsequent modifications and additions, for
compliance with the conditions of this permit. The permittee shall not approve any lot plans where the maximum
allowed built -upon area has been exceeded, or where revisions to the grading or to the storm drainage system are
proposed unless and until a permit modification has been approved by the Division.
8. The permittee is responsible for the routine monitoring of the project for compliance with the built -upon area limits,
grading, and the storm drainage system established by this permit, the permit documents, the approved plans, and
the recorded deed restrictions. The permittee shall notify any lot owner that is found to be in noncompliance with
the conditions of this permit in writing, and shall require timely resolution.
9. The permittee shall at all times provide the operation and maintenance necessary to assure that all components of
the permitted stormwater system function at design condition. The approved Operation and Maintenance
Agreement is incorporated by reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
Page 5of9

State Stormwater Management Systems
Permit No. SW8 080107 MOD
10. Records of maintenance activities must be kept and made available upon request to authorized personnel of the
Division. The records will indicate the date, activity, name of person performing the work and what actions were
taken.
11. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray fountain will be allowed in the
stormwater treatment system, subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may be used only if they
draw water from the surface in the deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away from the shoreline.
d. The maximum horsepower for a fountain in this pond is % HP in Pond 1 and '/2 HP in Pond 2.
12. The facilities shall be constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
13. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this
permitted facility, the permittee shall cause a certification from an appropriate designer for the system installed to
be submitted, 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.
14. Ail stormwater collection and treatment systems must be located in either public rights -of -way, dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such rights -of -way,
common areas and easements, in accordance with the approved plans. Access to the stormwater facilities for
inspection and maintenance shall be maintained via appropriate recorded easements at ail times.
15. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and
calculations prior to construction, for any modification to the approved plans, including, but not limited to, those
listed below:
a. Any revision to any item shown on the approved plans, including the stormwater management measures,
built -upon area, details, etc.
b. Redesign or addition to the approved amount of built upon area or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project area. The
project area is defined as all property owned by the permittee, for which Sedimentation and Erosion
Control Plan approval or a CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
e. The construction of any future BUA listed on the application.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by Division personnel. The project and the
stormwater facility must be in substantial compliance with all permit conditions. Any items not in substantial
compliance must be repaired, replaced or restored to design condition prior to the transfer. Records of
maintenance activities performed to date will be required.
17. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater management permit or
the Stormwater rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
2. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 080107 MOD
3. 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. Additional or replacement stormwater management systems shall receive a
permit from the Division prior to construction.
4. This permit is not transferable to any person or entity except after notice to and approval by the Director. The
permittee shall submit a completed and signed Name/Ownership Change Form, accompanied by the supporting
documentation as listed on the form, to the Division of Energy, Mineral and Land Resources at least 60 days prior
to any one or more of the following events:
a An ownership change including the sale or conveyance of the project area in whole or in part, except in
the case of an individual lot sale that is made subject to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property Owner's Association,
subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e) and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name charge of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time as the Division approves the
transfer request. Neither the sale of the project, in whole or in part, nor the conveyance of common area to a third
party constitutes an approved transfer of the stormwater permit.
6. The permittee grants DEMLR 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 issued shall continue in force and effect until modified, revoked, terminated or renewed. The permit
may be modified; revoked and reissued or terminated for cause. The filing of a request for a permit modification,
revocation and re -issuance or termination does not stay any permit condition.
8. Approved plans, calculations, supplement forms; operation and maintenance agreements and specifications for
this project are incorporated by reference and are enforceable parts of the permit. A copy of the approved plans
and specifications shall be maintained on file by the Permgtee at all times.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater control measure 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 2006-246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application request at least 180 days prior to the expiration date of this
permit. The renewal request must include the appropriate application, documentation and the processing fee.
Permit modified, updated, and reissued this the 241n day of January, 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
s
TTracy Dav' , P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 080107
Page 7 of 9

DEMLR USE ONLY
Date Receive4
rmit Number
Applicable Rules: ❑ oastai SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- FIQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This f irin may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Compass Pointe West Commercial
2. Location of Project (street address):
Approximately one mile West on US 74/76 from the intersection of Enterprise Boulevard and US 74/76
City:Leland County:Brunswick Zip:2845"1
3. Directions to project (from nearest major intersection):
Approximately one mile West on US 74/76 from the intersection of Enterprise Boulevard and US 74/76
4. Latitude:34" 16' '14.76" N
Longitude:786 06' 16.86" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenouyals with modifications also requires SWU-IO2 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 080107 , its issue date (if known)8/22/08 , and the status of
construction: ❑Not Started ®Partially Completed* El Completed* *provide a designer's certification
2. . Specify the type of project (check one):
❑Low Density ®I -nigh Density ❑Drains to an Offsite Stormwater System ❑Other
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):
❑CAMA Major ®Sedimentation/Erosion Control: 31.72 ac of Disturbed Area
❑NI'DES 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:BRUNS-2015-051
Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: http://portaLncdenr.org/web/Ir/rules-and-regulations NOV 0 7 2016
6�:
Form SWU-101 Version Oct. 31, 2013 Page I of

" III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Hood Creek, LLC
Signing Official & Title:Bobby Harrelson, Ma
b.Contact information for person listed in item 1a above:
Street Address:503 Olde Waterford Wav Suite 200
City:Leland
Mailing Address (if applicable):P.O. Box 1967
City:Wilm
Phone: (910 } 392-9325
Email:
StateNC
State:NC
Zip:28451
Zip:28402
Fax: (910 ) 392-9327
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. ('Phis 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: Sta te: 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 construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:
Point of Contactaudy Holden
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.
Storm water will be treated with wet detention basins via Biped collection systems utilizing_ improved
roadwav sections with curb. gutter. and catch basins.
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 Il - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4
Total Property Area: 32.07
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*:32,07 acres
Total project area shall be calculated to exclude the follozoing: the normal pool of impounded structures, the area
between tyre banks of strearns and rivers, the area below the Normal High Water (NHW) lime or Mean High Water
(MHIN) line, and coastal zoetlands landward from the NHW (or MHLV) lime. The resultant project area is used to
calculate overall percent built upon area (BLIA). Norr-coastal wetlnnds landward of the NHW (or MHO%) line [tray
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 74.70 %
9. How many drainage areas does the project have?2 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
SEE
ATTACHED
Stream Class
Stream Index Number
Total Drainage Area (so
On -site Drainage Area (so
Off -site Drainage Area (sf)
Proposed Impervious Area** sf
% Impervious Area** total
Impervious— Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
Other on -site (sty
Future (so
Off -site (so
N 0 ] n
`q
Existing BUA*** (so
Total (so:
Stream Class and Index Number call be determined at: lrttp://yortal.tiedetrr.oroveh/znq/ltlesu/classi cations
ltn yerviorrs area is defr'ned as the built upon area including, but not limited to, buildings, roads, parking areas,
si ezualks, gravel areas, ctc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

** Report only that anrount of existing BLIA that will remain after development. Do not report any existing BLIA that
is to be removed and which will be replaced by new BLIA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DEiV/LR Central Office staffto check if the project is located ti4ihin a Threatened
Endangered Species watershed chat may he .subject to more slrii7gent stormit'ater requirements as per 15A NC21C 0 8 , 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://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items Iisted below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.orgZ",eb/wq/ws/su/stateswZforms 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 at htt ortal.ncdenr.or web w 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 http://portal.ncdenr.org/web/wq/ws/su/statesw/fornis_docs.
Initials
1. Original and one copy of the StormwaterManagement Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VI! below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCOENR. (For an Express review, refer to
http://www.c-nvhelp.org/`pages/onestoL)express.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
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 NI-IW line of tidal
waters, and any coastal wetlands landward of the MI-IW or NFIW �
• Delineate the vegetated buffer landward from the normal poo F u
structures, the banks of streams or rivers, and the MHW (or N ) of tiid� y 1
i. Dimensioned property/project boundary with bearings & distancst l
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floM,cJevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
TNTIU
Form SWU-101 Version Oct. 31, 2013 Page 4 of

A copy of the most current property deed. Deed book: N/A_ _ ` Page No: N/A
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, other vise the application will be returned.
http_/ / wv<:w.secretary.state.nc.us/­Corporations/CSea rch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). I~'l 9. Copy of any applicable soils report with the associated SHWT elevations (I'lease identify �I
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"x11" 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 verifij the SHINT prior
to sribrnithzl, [phone].)
W pk
wrtk-
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 httl2://12ortiI.ncdenr.org/web/Ir/state-stormwiter-
forms dots. 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 Iisted
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.
Vill. 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:Matthew Haley, P.E.
Consulting Firm: Cape Fear Engineering, Inc.
Mailing Address:151 Poole Rd. Suite 100
City:Bellville State:NC Zip:28451
Phone: (910 ) 383-1044
Eniail:[e-mail]
Fax: (910 ) 383-1045
IX. PROPERTY OWNER AUTHORIZATION (if Contact Infonnation, item 2 has beery filled out, complete this
section)
I, (print or hjpe mine of person lister! in Contact lnfonnation, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item la) with (print or type naive of organization listed in
Contact Information, item 10 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 fn FC E IV
,r
�. NOV Q 7 20163
BY:
Fomi SWU-101 Version Oct. 31, 2013 Page 5 of

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 DE -MU 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 1 13-215.1 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.
Sig natu re: Da
a Notary Public for the State of County of
do hereby certify that
before me this day of
personally appeared
, 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 nanre of person listed in Contact Information, item Ia) Bobby Harrelson
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 21-1 .1000 and any other applicable state stormwater requirements
Signature: Date:
I, e,0 14In a Notary Public for the State of County of
lti11SW�U� do h��e��reby cefrtify that Bm6bN Ir1'�San! personally appeared
before me this day of /Yayeinkez— o�a� and ackr wledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
``ONNrEp�����
v '•• vp
• G U
2 P U
SEA L
My commission expires
3 -1.?1--lI
F=#--%M--PVC
I
NOV 0 7 2016
BY:
Fomi SWU-101 Version Oct. 31, 2013 Page 6 of

',
• ��., . � 1 .. � ,
,; ..
,;.
,;
� ,
,s -
� _.
'
_.
r r. i
'4

10. Complete the following; information for each drainage basin. if there are more than two drainaige basins in the
project, attach an additional sheet with the infonnation for each basin provided in the same format below. For high
density projects, complete the table with one drainage area for each engineered stormwater devise.
Basin Information
Area 1 (Pond 1)
Area 2 (Pond 2)
Receiving Stream Name
Alligator Branch
Alligator Branch
Receiving Stream Class/ Index No.
C; Sw/ 18-66-4
C; Sw/ 18-66-4
Total Drainage Basin Area (sf)
835,816
561,241
On -Site Drainage Area (sf)
540,648
551,539
Off -Site Drainage Area (sf)
295,168
9,702
Existing Impervious* Area (sf)
0
0
Proposed Impervious* Area (sf)
625,000
418,500
Impervious* Area (total)
75%
75%
Impervious* Surface Area
Area 1
Area 2
On -Site Buildings (sf)
525
0
On -Site Streets (sf)
42,128
32,535
On -Site Parking (sf)
0
0
On -Site Sidewalks (sf)
3,958
8,975
Other On -Site (sf)
0
631 (Concrete Pads)
Off -Site (sf)
191,859
0
Future (sf)
386,530
376,359
Total (sf)
625,000
418,500
EIVE
NOV 0 7 2016
P,L
I]ti.

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, Bobby Harrleson acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any lot within the
project known as Compass Pointe West Commercial
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 080107 , 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 allowable built -upon area per lot is See Below square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA
1 191,859
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line 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
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Energy, Mineral and Land Resources
and receive a permit prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between �all imp ious
areas and surface waters.
**50 foot for projects located in the 20 coastal counties. NOV 0 7 2016
Form DRPC-1 Rev.2 05Nov2009 Page I of 2

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
Signature:'4 Date: I/,
I, ,Cr a Notary Public in the
State of AI-,QglA_ �ln4: County of &kAJw'c1G
do hereby certify that D 'b4:j ova lei c4s2n personally appeared
before me this the 7 day of A&eC 20 and acknowledge
the du execution of the foregoing instrument. Witness my hand and official seal,
gnature
My Commission expires
3-L7--14-
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2
SEAL
`��,�u��� t t m r rr►►►����i
Y EN1V1F0
TARY �� y
G
nECEIVE
nfly
NOV 0 7 2016
:

r
S

WET DETENTION BASIN DATA 5fiiEET DATE: 1 1/3/201 G
DESIGN CALCULATIONS FOR PROJECT NO: G55-25 I
COMPASS POINTE WEST COMMERCIAL DESIGNED 5Y: MH
POND # I
DRAINAGE AREA (Ad) _
ON-51TE 540,G48 50. FT
OFF-51TE 255,1 G8 5Q. FT
TOTAL 535,51 G 5Q. FT
IMPERVIOU5 AREA (AI):
19. 19 ACRES
BUILDING5:
525
5Q.
FT OFF5ITE 5REAKD0WN (50:
ROAD5:
42,128
SQ.
FT LOT # I 19 1,555
51DEWALKS:
3,358
SO.
FT
PARKING:
0
SQ.
FT
OFFSITE:
191,859
50.
FT
FUTURE:
38G,530
50.
FT
TOTAL:
G25.000
5Q.
FT
PERCENT IMPERVIOUS (I):
I = Ad1Ai = 74.78% U5E 75%
CALCULATE AVERAGE DEPTH (Davg):
SEE AVERAGE DEPTI-1 CALCULATION SPREAD5HEET FOR POND # I
CALCULATE REQUIRED 5URFACE AREA AT PERMANENT POOL:
POND i SHALL HAVE AN AVERAGE DEPTH OF G.O' AND BE DE5IGNED TO REMOVE 90% T55.
INTERPOLATION OF TABLE 1 0-4 IN NCDENR STORMWATER EMF MANUAL
Cad DEPTH = 5.5'
% IMP.
5NDA
70
3,90
75
4.25
80
4. GO
5A/DA= 4.25%
5A,,Eo = 35,522 5F. = 0.82 AC
5URFACE AREA PROVIDED AT PERMANENT POOL (ELEV. 44.5) = 44,)52 SF
5A PROV'D= 44,152 > 35,522 =5A REQ'D OK 11
OTE: IF BULKHEAD 15 ADDED AS PROPOSED 5A PROV'D= 42,3G 15F
hECEIVE0
NOV 0 7 2016
BY. --
FOND # I
DATA 5HEET
PAGE I Of 4
P7\G55\G55-25 i WEST ENTRANGE ENGiNEE21NG1Caics\POND55PDND # I REV15ED 201 G-07-2G.,15

MINIMUM REQUIRED VOLUME (51MPLE METHOD 5Y TOM 5CHUELER);
Zv= 0.722995013
VOLUME= I .0"'Rv'Aci = 1 .734076 AC -FT
= 75,536 PT-3
VOLUME PROVIDED AT TEMPORARY POOL:
EL.
5A (51f)
44.5
44,152
45
47,997
46
51,382
46. 1
5 1 ,726
47
54,826
48
58,330
49
61 ,893
50
65,5 16
MINIMUM TEMP. POOL ELEVATION
(FROM 51MPLE METI 10D VOLUME):
REQ'D EL.=
46.05
VOL. REO'D =
75,536
CIF
TEMP, POOL ELEVATION:
OUTLET EL. =
46. ) 0
VOL. PROV'D =
77.882
CF
INCREM.
TOTAL
VOL. (CF)
VOL. (CF)
0
a
23,037
23,037
49,690
72,727
5, 1 55
77,862 TEMP. POOL
47,949
125,83 I
56,578
182,409
60, 1 12
242,520
63.705
306,225
NOTE: SINCE THE ELEVATION OF ThE NEXT AVAILABLE OUTLET ABOVE Tt1E NORMAL POOL 15 GREATER
THAN THE MINIMUM TEMP. POOL ELEVATION, THE OUTLET ELEVATION 15 ThE TEMPORARY
POOL ELEVATION.
VOL, PROV'D= 77,882 > 75,536 =VOL. REQ'D OK 11
POND # I
DATA 5h [TT
PAGE 2 OT� d
P,\.r,551655-251 w:5T VNT2ANGE -,NCIY I REVI5PD 201 5-07-2e' Is

FOREBAY 51ZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
EL.
SA (5E)
VOL. (CF)
VOL. {CF)
35
13,007
0
0
3G
15,732
14,400
14,400
37
18,G44
1 7,2 1 8
3 1 ,G 18
38
2 1 .5GO
20,102
51,720
39
24,534
23,047
74,7G7
40
27,5G7
2G,051
100,517
41
30,GGO
29,1 14
129,931
42
33,812
32,23G
I G2, 1 G7
43
37,025
35,419
137,585
44
40,29G
38,GG 1
23G,246
44.5
44,152
2 1, 1 1 2
257,358
TOTAL REO'D FOREBAY VOLUME =
51,472
CF
DRAINAGE AREA (5F)
REQ'D VOLUME (CF)
FORBAY 1
313,222
19285
37.47%
FORBAY 2
522594
32 183
62.53%0
CHECK FOREBAY I VOLUME
INCREM.
TOTAL
EL.
5A (SP)
VOL. (CF)
VOL. (CF)
35
9G
0
0
3G
455
27G
27G
37
58G
G71
94G
38
1 ,385
I , 13G
2,082
39
1,945
I .GG7
3.745
40
2,578
2,2G4
G,012
41
3,273
2,92G
5,935
42
4,031
3,G52
12,590
43
4,85G
4,444
17,033
44
5,745
5,301
22,334
PROV'D VOLUME =
22,334
CF
VOL. PROV'D= 22,334 19,289 =VOL. REQ'D OK 11
CHECK FOREBAY 2 VOLUME
INCREM.
TOTAL
EL.
5A (5F)
VOL. (CF)
VOL. (Cr)
35
930
0
0
3G
134G
1135
1138
37
1833
1589.5
2727.5
38
2391
2112
4839.5
39
3020
2705.5
7545
40
3721
3370.5
10915.5
41
4494
4107.5
15023
42
5341
49 17.5
15940.5
43
G2G 1
5801
25741.5
44
725G
G758.5
32500
PROVn VOLUNAF = 37 500
rF
VOL. PROV'D= 32500 - 32183 =VOL. REQ'D OK
FOKEBAY5 I AND 2 HAVE A COMBINED VOLUME OF 54,534 CF, WHICH 15 2 1 .3%
OP TI`1E 257,358 CF PROVIDED AT THE PERMANENT POOL
POND # I
DATA SHEET
PAGE 3 OF 4
PAG55n55-251 WE5T ZNTZPANCE R � RrV15ED 2016-07-29,15

ORIFICE 51ZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
NOTE: ORIFICE 51ZPD TO DRAWDOWN THE TEMPORARY POOL IN 2-5 DAYS
02= 0.437 13 CF5 (FOR 2 DAY DRAWDOWN)
05= 0. 1 7455 CF5 (FOR 5 DAY D12AWDOWN)
ORIFICE EL.= 44.5 (FERM. POOL EL.)
TEMP, POOL EL. = 4G. I 0 (OUTLET EL.)
ORIFICE DIAMETER = 3.5 IN.
Q PROV'D= Cd'A'(26)h)^ 1/2 WHERE: Cci= O.G
A= 0.00051 5F
g= 32.2 FPS/S
h= (TEMP POOL -NORMAL POOL)/3
= 0.53333
Q PROV'D= 0.23494
DRAWDOWN TIME:
Q2 > 0.23494 >Q5 OK
TIME = VOLUME _
Q PROV'D
7553G = 3.72 DAYS
0.23494
POND # I
[DATA 5HEET
PAGE 4 OF 4
`�1G551G55-25 1 WE5T ENTRANCE EvGINEERIvGICalc5\PCNp5%PONp 41 UV15M 2C I 07-29,.Is

WET DETENTION BASIN DATA 5HE1=T
DE51GN CALCULATIONS FOR
COMPASS POINTS WEST COMMERCIAL
FOND #2
DRAINAGE AREA (Ad)
IMPERVIOUS AREA (A1):
PERCENT IMPERVIOUS (1):
ON-51TE
55 ! ,539
5Q.
FT
OFF -SITE
9,702
SQ.
FT
TOTAL
5G),241
50-
FT
BUfLDINGS:
0
50.
FT
ROADS:
32,535
50.
FT
51DEWALICS:
6,975
SO.
FT
OFFSITE:
0
50.
FT
OTHER:
G31
SO.
FT
FUTURE:
37G,359
50.
FT
TOTAL:
4 ! 5,500
5Q.
FT
DATE: 1 1 /3/201 6
PROJECT NO.: 655-25 1
DESIGNED BY: MH
12.88 ACRES
OFF5ITE BREAKDOWN (50:
LOT # I 0
I = AcUA = 74.57% L155 75%
CALCULATE AVERAGE DEPTH (Davg):
SEE AVERAGE DEPTH CALCULATION SPREADSHEET FOR POND #2
CALCULATE REQUIRED 5URFACE AREA AT PERMANENT FOOL:
POND #2 SHALL HAVE AN AVERAGE DEPTH OF 6.0' AND BE DESIGNED TO REMOVE 90% T55.
fNTERPOLATION OF TABLE 1 0-4 IN NCDENR STORMWATER BMP MANUAL
rd DEPTH = 9.0
% IMP.
5A/DA
70
3.90
75
4.25
80
4. GQ
5A/DA= 4.25%
SA = 23,853 5F. = 0.55 AC
SURFACE AREA PROVIDED AT PERMANENT POOL (ELEV. 26.5) = 25,354 5F
5A PROV'D= 25,354 > 23,853 =5A REQ'D OK
f'"EIVE
NOV 01 2Qi6
BY:
POND #2
DATA 5HEET
PAGE ! OF 3
FckG551655-251 W:5T ENTRANCE ENGINESUNG%0jlc5W0NM?0N0 #2 R£V15M 201 6-07-2G,15

MINIMUM REQUIRED VOLUME (SIMPLE METHOD 5Y TOM 5CHUELER):
Rv= 0.72110208
VOLUME= I .Q-Fv"Ad = I . I G 1364 AC -PT
= 50,589 FT ^ 3
VOLUME PROVIDED AT TEMPORARY POOL:
INCRI=M.
TOTAL
EL.
5A (5F)
VOL. (CF)
VOL. (C=)
2G.5
25,354
0
0
27
28,123
13,369
13,369
28
30,4GG
29.235
42.GG4
28.26
31,090
6,002
50,666 < TEMPORARY POOL
29
32,865
23,GG3
74,329
30
35,321
34,093
108,422
31
37,834
36,578
145,000
MINIMUM TEMP. POOL ELEVATION (FROM SIMPLE METHOD
VOLUME):
KEQ'D EL.= 28.26
VOL. REQ'D = 50.589 CF
TEMP. POOL ELEVATION:
OUTLET EL. = 26.26
VOL. PROV'D = 50.666 CF
NOTE: 51NCE THE ELEVATION OF TFiE NEXT AVAILA5LE OUTLET ABOVE TI iE NO+KMAL POOL
15 GREATER THAN THE MINIMUM TEMP. POOL ELEVATION, T11E OUTLET ELEVATION 15
THE TEMPORARY POOL ELEVATION.
VOL, PROV'D- 50,000 50,589 =VOL. KEQ'D OK
POND #2
DATA 5HEET
PAGE 2 OF 3
P:\6551655-25 1 WE5T ENTRANCE ENCINEEPING\Calcs�PONDSIPOND 42 REVISED 2016-0"l-26.x1s

FOREBAY SIZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
FL.
5A (5F)
VOL. (CF)
VOL. (CF)
I G
5,449
0
0
17
G,752
G, 101
G, 101
1 8
6,154
7,453
1 3,554
19
9,646
5,900
22,454
20
1 1,228
10,437
32,591
21
12,901
12,OG5
44,955
22
14,6G8
13,755
58,740
23
1 G,523
15,59G
74,335
24
18,478
17,501
9 1 ,83G
25
20,537
1 9,508
1 1 1,343
2G
22,G92
2 1 ,G 1 5
132,955
2G.5
25,354
12,012
144,9G9
REQ'D FORE6AY VOLUME =
28,994
CF
Ct1ECK FORE6AY VOLUME
ENCREM.
TOTAL
EL.
5A (SF)
VOL. (CF)
VOL, (CF)
1G
15G
0
0
17
G80
418
418
I
1,388
1,034
1,452
19
2,177
1,783
3,235
20
3,035
2,GOG
5,841
21
3,9G2
3,499
9,339
22
4,957
4,4GO
13,799
23
G,013
5,485
15,254
24
7,127
G,570
25,854
25
5,299
7,713
33,567
2G
9,530
8,315
42,481
f ROV'D VOLUME = 42,481
CF
VOL. PROV'D= 42,481 - 28,994 =VOL. REQ'D OK
NOTE: PER PREVIOU5 DWQ GUIDANCE, FOREBAY MAY EXCEED 20% PROVIDED THAT TFIE
FORESAY DEPTH 15 EQAUL TO TI1E MAIN POOL DEPTH.
ORIFICE SIZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
NOTE: ORIFICE 51ZED TO DRAWDOWN T11E TEMPORARY POOL IN 2-5 DAYS
02= 0.29276 CF5 (FOR 2 DAY DRAWDOWN)
05= 0. 1 1 710 CF5 (FOR 5 DAY DRAWDOWN)
ORIFICE EL.= 2G.5 (PERM. POOL EL.)
TEMP. POOL E1-. = 28.26 (OUTLET EL.)
ORIFICE DIAMETER = 3.5 IN.
Q PROV'D= Cd'A'(2gh)^ 1/2 WHERE: Cd= 0.G
A= 0.06G81 5F
c)= 32.2 FP5/5
h= (TEMP POOL -NORMAL POOL)/3
= 0.58GG7
Q PROV'D= 0.24G41
02> 0.24G41 >05 OK
TIME = VOLUME = 50559 = 2.38 DAYS
Q PROV'D 0.24641
POND #2
DATA 5l1EET
PAGE 3 OF 3
PAG55\655-251 N175T ENTRANCE ENGwEE?JNG1CaIcs1PDND5\POND x2'EV15ED 201 G-07-2G--15

r
M
Sw? c sso 107
10. Complete the following information for each drainage basin. If there are more than two drainaige basins in the
project; attach an additional sheet -with the information for each basin provided in the same format below. For high
density projects, complete the table with one drainage area for each engineered stonnwater devise.
Basin Information
Area 1 (Pond 1)
Area 2 (Pond 2)
Receiving Stream Name
Alligator Branch
Alligator Branch
Receiving Stream Class/ Index No.
C; Sw/ 18-66-4
C; Sw/ 18-66-4
Total Drainage Basin Area (sf)
833,816 ✓
561,241
On -Site Drainage Area (sf)
540,64-8 ,qr
551,539
Off -Site Drainage Area (sf)
295,168--:) 4, ,
9,702
Existing Impervious* Area (sf)
0 ,
0
Proposed Impervious* Area (sf)
625,000
418,500
% impervious* Area (total)
75%
75%
Impervious* Surface Area
Area 1
Area 2
On -Site Buildings (sf)
( 525� +
0
On -Site Streets (sf)
e'42,128,, 4-
32,535 .}-
On -Site Parking (sf)
0
0
On -Site Sidewalks (sf)
3,958 f
8,975 ds-
Other On -Site (sf)
0
631 (Concrete Pads' 4-
Off-Site (sf) �,o� /
191,859 4-
0
Future (sf)
386,530
376,359 ft —
Total (sf)
625,000
418,500 ✓
"EIVF
Uri 0 7 20
/11�
61,�i

W" DETENTION POND ANALYSIS
FILENAME: -
G'.\WQS.Shared\Stormwaler\Permrts
6ProjetIAYR\080107 HD\2017011-1
WA 0S0107
PROJECT ar SINS
080107
REVIEWER; Pusey
PROJECT NAME;
Compass Pointe
Wen Comm.
Driginal Run Date:
1120117
Note- User input boxes arc
shaded !n blue
Last Moddied:
20-Jan-17
Pond 1
Pmd 2
Pond 33
Pond 4
Pond 5
Pand 6
Rule[ile
ZOOS
2008
_
_
Receiving Strea m:
Alligator Branch
Alligator Branch
Classdication:
C; S.
C; S.
Index Number:
I 18 664
18 664
Onsne DA, sfa
) 540648.D0
551539,00
Offsac DA, if
295168.D0
9702,00
Tots) Drainage Area,st:
935916.00
56124100
0.00
0.00
0.00
O.DD
'total Drainage Ares,ac:
19.19
12,88
0.00
0.00
C.00
0.00
Built -Upon Area
Buildings/Lots, six
525.00
_
0,00
StreetslParking,sf=
42128.D0
3253500
5idewalk/Concrete, sf=
3958.00
8975,00
Future l Other, sf=
i 386530.00
631,00
Offsrte [Lot 1), sf=
191859.00
376359,00
Total Built -upon Area:
225000.00
418500.00
0.00
0.00
0.00
0.00
Rullt-U on Area Volume at a Different Deg Sri Storm
BUA. If
DA, sf
Design Storm, inches
Rv
NDIV 01 1
a01V/01 1
NDIV/01
apIVI01
gpfV/01
NOIV/01
Volume required, elfD
0
0
0
0
0
Minimum Surface Area
%Impervious
74.75%
74.57%
NDIV/01
NDIV101
NDIV/01 DIV/01
NDIV/01
Avg. Design Depth. fir
5.5
6,0
T5S(85%or 90%�:
l 90
90
SA/DA ratio
_
4.83%T _
_
4.22%
_ NDIVI01
NDIV101
a
NDiwol
PP SpRaca Awa raq. -
40407
23693
NDN101
NDN101
NDN/01
NDN/01
Pond 1
Pond 22
Pond 3
Pond 4
Pond 55
Pond 6
Temprlary StvNe Volume Calculations
�N
Wdh11 mile 5a7YorN
N
iyr 24hr Rainfall Depth
3.7
3.7
Pre/RV
_ D.DSD
0.050
0.050
0050
0.050
0.050
Post/Rv
_
0.723
0,721
_
NDIV101
4DIV/01
NDIV/01
#DIV/0!
1 yr 34 hr Pref V.I.-. (I
IZB55
9652
0
0
0
0
1 yr 14 hr Pod/Volume,d
186323
124796
aDIV/01
aDIVl0l
aDIV/DI
NDIV/01
1.5 wlume(200S rule)
75536
50589
aDIV/01
aDIV/01
aDIV/01
#DIV/01
Volume Required
75536
50599
NONI01
aDN101
NDN/01
MDN/01
Top gat Sediment Ekv Fmd
- `a ___ _
5.00
__._�
16.00
TOP of Sediment Area, d
13007.00
5449,00
Balloon of shcit l lcv. l msl:
44.00
26,00
`
Bolcom or shea Area, d,
40296.00
22692,00
Permanent Pool Elev=
44.50
26,50
I
Perm Pod Area-
44152
25354
I
Tap of shed eler-
' 45.00
27,00
Top of shed arca=
47997
28123
i
Temp. Pool Elevation-
46.10
29.26
Temp. Pool Area=
51726
31090
Temp Vol. Firm, Cf •
77985
50673
0
0
0
0
Average Depth =
6.4
6.5
NON/01
NDN1ol
NDN/01
011101
Forebay Volume
Permanent Pool Vol,
260976
152717
0
0
0
0
Req, Forebay Volumes
52195
30543
0
0
0
Prov. ForebaV Volume=
5.7922_J -
_
-42483-
_
___0_
-�
- -
Percent=(22>%>15)
22%
25%
NOIV/01
aDIV/0I
a wal
aDIV/Dl
Max. Pump His
1
112
N/A
NIA
N/A
N/A
Pend 1
Pond 2
Pond 3
Pond 4
Pond 5
Pond 6
DrawcImn Orifice/Weir
Avg. Head, ft=
048
0.54
0.00
0.00
0.D0
0,00
Ave rage Flow Q2, cfs
0A37
0.293
RDIV/01
aDIV/01
NDIV/01
NDIVf01
Average Flow QS, cis
0.175
0.117
aDIV/01
001V101
NDIV/01
0i
Q2 Area, sq. in. =
18,777
11.936
a01V101
NDIV/01
aDIV/01
NDIVJW
Q5 Area, sq. in. _
7.521
4.774
801V/01
aDIV/Dl
NDIV/01
NDIV/01
No. of Orifices
_
1
1
.._
Orifice Diameter, in.=
L _ 3.50
Orifice Area, sq. in.=
9.6d1
. _
. _ 9.fi23
0.000
0000
-. _..
0.000
0,000
Wekr Height, inches=
(_
Weir Length, inches='-
weirC=
QW101
NDIV/01
NDIV/01
apiV/01
NDIV/01
aDIVI01
Weir L', eff. length=
-0.097
.0.109
D.DDO
0,000
OAOa
01000
Avg. OrBite flawrate, Q, cis=
D.224
0.236
0.000
0,000
0.000
0,000
Runoff Coefficient Cc
0.250
0.250
0.250
0,250
0.250
0,250
1 yr 14 hr raidall depth, in
3.70
1 yr )4 hr iniensity. I, in/hr
D.154
0.000
0.000
0,000
0.000
0,000
Lyr 24 hr PfaD q ifs
0.740
0.000
D.DDO
0.000
0.000
0,000
Avg -Ordire flo-pre 47
O4
N
N
N
N
N
Drawdown, clays =
3190
1 2A8 I
9DN101
NDN/01
I NON 0t
NDN 01
VEGETATED SHELF PLANTINGS
Are
of 10'shelf
_
I
__
_ - .I_
I
I
Mina a pJ plants
0A0
0.00
000
0,00
000
0,00
overwrite the pre Rv value for sites with existing BUA.
averwrlte the pre -development runoff Cc Value I needed.
iFthe pmlect drains to non -SR waters, look up the rainfall depth in the NOAA charts

Stormwater Design Narrative
For
NCDEQ Permitting
Subject:
Compass Pointe West Commercial
Permit Modification
Brunswick County, North Carolina
Prepared for ;',�r� CA��'>>:,
Hood Creek, LLC
V i-A -
P.O. Box 1967 - 03815
Wilmington, NC 28402
�-
[phone]
Date: November Yd, 2016
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100 =4
Belville, NC 28451
(910) 383-I044 NOV �Q13
gY:

STORMWATER NARRATIVE
Below is a summary of the changes included in this proposed modification:
• Modification to the Compass Pointe West Commercial permit (S W8 080107) to create an
outparcel, Lot 91, within the overall, permitted parcel boundary.
• Alignment and grading changes to Compass Pointe South Wynd and its accompanying
sidewalk.
• Reallocation of impervious areas to match revised roadway plan and assign allocation to
the new outparcel, Lot 91.
Outparcel Delineation
The current issuance of the Compass Point West Commercial permit (SW8 080107) was set up
for only a single parcel. This submittal is to modify the previously mentioned permit to allow
Compass Pointe West Commercial to be delineated into individual outparcel boundaries. The
original permit for the single parcel allowed for the conveyance of stormwater into Ponds #1 and
92. Stormwater from all individual outparcels will still drain to Ponds #1 and #2.
The offsite permit request for Compass Pointe West Commercial Lot #1 will be submitted upon
completion of a final design. This permit modification is only intended to identify the outparcel
boundary and to designate an associated off -site impervious allocations.
Outparcel Lot 41 is a total of 7.0 acres with 6.78 acres within the drainage area of Pond #1. This
area has been allocated 65% percent impervious coverage. The remaining 0.22 acres within the
drainage area of Pond 42 is to remain pervious.
Pond #1
The Pond Calculations have been revised to show Lot #1 as an off -site drainage area with an
associated off -site impervious allocation.
On -site impervious allocations have been updated to include minor changes to Compass Pointe
South Wynd and its accompanying sidewalk within Drainage Area #1. Any additional
impervious along with the offsite impervious has been re -allocated from the "future" category.
As such, there has been no change to the total permitted impervious allocation for Pond 41, and
no modification of pond geometry or outlet configuration is required.
Pond #2
The Pond Calculations have been revised to show 0.22 acres of Lot #1 as an off -site dcainage
area with no associated off -site impervious allocation. No an pan revisions have been made
within the drainage area of Pond #2, and therefore, no modification to impervious allocations or
pond design is required at this time.

Corporations Division Page I of' I
"„a^+.,�
North Carolina
4"
Elaine F
Secretary
Mti�Mhll DP
SECRETARY o1= STATE
.Q.,
PO Box 29622 Raleigh, NC 27626-0622 1919)607-2000 Account
Login
Click Here To:
Register
View Document Filings File an Annual Report Amend a
Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Hood Creek, LLC
Limited Liability Company Information
Sosld:
1020946
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
11812008
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent:
Harrelson, Bobby W.
Corporate Addresses
Principal Office: 115 North Third Street, Suite 200
Wilmington, NC 28401-4086
Reg Office: 115 North Third Street, Suite 200
Wilmington, NC 28401-4086
Reg Mailing: PO Box 699
Wilmington, NC 28402
Mailing: PO Box 699
Wilmington, NC 28402
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20
.Manager: Bobby W. Harrelson
PO Box 699
Wilmington NC 28402
Member: Mlh, LLC
PO Box 699
Wilmington NC 28402
https://www.sosnc.gov/Search/profcorp/8719662 1 1 /3/2016

CAPE FEAR
ENGINEERING
151 Poole Rd.,Suke 100, Selvilfe, NC, 28451
TEL [phone],- FAX [phone]
www. capefearengineering.corn
To
NCDEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
Ms. Kell Johnson
Transmittal
Date: November 07, 2016
File! 655-251 "36"
Subject: Compass Pointe West Commercial
(SW8 080107)
MODIFICATION
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review 1 Action 1 Approval
Quantity
Drawing No.
Description
1
Original
Application Fee ($505)
2
Orig. &
Copy
Stormwater Management Application
2
Orig, &
Copy
Draft Commercial Subdivisions Deed Restrictions
1
Copy
Corporation Documentation
1
Copy
Stormwater Narrative
1
Copy
Revised Pond Calculations (Ponds #1-2) IVE
2
Copy
Stormwater Management Plans NOY 0 7 01
CC: File
File: 655-251 "36"
Cape Fear Engineering, Inc
Signed:
Michael House, E.I.
Received By:
Date:
RECEIVED
P:%6554655-251 WEST ENTRANCE ENGINEERINGLAdminlSTORMWrR1November 2016 Modi6cation%2016-08-19 TRANS-NCOEQ.doc

a
,�

Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, November 30, 2016 11:45 AM
To: Matt Haley
Subject: Compass Pointe West Commercial; Stormwater Permit SW8 080107
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on November 7, 2016. The project has been
assigned to Steve Pusey and you will be notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued.
The application did not reflect an email address for the applicant so we ask you please notify them on this
update.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
io.casmer _.ncdenr.aov
127 Cardinal Drive Extension
Wilmington, NC 28405
-:�>''Nothtng Compares.•,,,...
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

-.1j cl j I
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Lz."O;J,
J;
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Completeness Review Checklist
l
Project Name: DN-47
Project Location: Lj:"
Received Date: AJOu- -7 -A� C
Accepted Date: �J')L, _2b / (,
Rule(s) E/ 2'008 Coastal —17-1 1995 Coastal El Phase II (WiRO.) Universal �1988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (Mod or PR): � I U� nPE Cert on File?
Density: HD or LD Type: Commercial or. Residential ElNCG:
%: (% 00) Stream Class: �5A Map FlOffsite to SW8
Subdivided?: Subdivision Dr Single Lot MORW Map nExempt
Paperwork Emailed Engineer on:
F—ISupplement(s) (1 original per BMP) BMP Type(s):
DO&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
placation with correct/original signatures Deed
oj�-(�por LLC: Sig. Auth. per SoS or letter OEm <Address
Fd5 (within 6mo) Email Address
Design Engineer
Owner
❑Soils Report with SHWT L-I/La- Note
F—Vaalculations (signed/seoled)
I '-I i�G�ticrF, t cam-' .
�No obvious errors
Density includes common areas, etc Re y `�`- n a-J�-- e, J�y /""�
eed Restrictions, if subdivided: -'i^ G-� -1G�f S 1 *1�Up� �'" �
ned & Notarized
rrect Template (Comm/Res &(H-D)LD) or Dec. Covenants & Rest.
Plans
Sets �etails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading '--[Wetlands: Delineated or No Wetlands
i cinity Map ayout (proposed BUA dimensions)
[3kbgend [06AMaps �roject Boundaries
infiltration
Wet Pond
offsite
Soils Report
El Soils Report
�PE Cert for Master Lot #:
SHWT:
SHWT:
Deed Rest for Master Lot # Matches Master
Bottom:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional information:
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

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WEST COMMERC/AL
BrunswicK County, North Caro/ina
S
WEST
COMMERCIAL
(SW8 080107)
COMPASS POINTE
OVERALL BOUNDARY
LOCATION MAP
NOT TO SCALE
CAFE FEAR
ENGINEERING
151 Poole Rd., Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
1
i4 E
SEC,[ 10N °JIB
FFO
INAL DESIGN
R CONSTRUC110N
GENERAL CONSTRUCTION NOTES:
I. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
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PRO.
WEST Cc>&1&1Hf?4c1AAL
BrunswicK County, North Caro/ina
VICINITY MAP
I INCH : APPROX. 5280 FT.
COMPASS
POINTE-ce
WEST
COMMERCIAL
(SW 080107)
COMPASS POINTS
OVERALL BOUNDARY
LOCATION MAP
NOT TO SCALE
CAP FEA
ENGINEERING,
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PHASE 4
SECTION 4
�, 5
A.ViENITY
?BHA SE I
SECT]ON 2B
FF
FIDESIGNNAL DESNOR CONSTRUCTION
GENERAL CONSTRUCTION NOTES:
r-
COVER INDEX
1-1 INDEX
DA•-I POND DRAINAGE AREAS
SW —I STORMDRAIN PLAN
P—I POND #I DETAILS
P-2 POND #2 DETAILS
D-1 SITE DETAILS
D-2 STORMDRAIN DETAILS
APPROVED
N; "'T' s CAROL INA ENVIRONMENTAL
6XN33 31+-t 115
I. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
OF ALL EXISTING UTII..ITIES PRIOR TO CONSTRUCTION.
SEAL r
Y 038615
f/e/r!rlrRl l[uitl+t+++t
-�---� P.E. C
EIVEFIAR
DACE JUL 2 7I
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BY:
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GENERAL NOTE5:
1. TOPOGRAPHIC INFORMATION PROVIDED BY CAPE FEAR ENGINEERING,
2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
3. THE PROJECT AREA 15 APPROXIMATELY 32.07 ACRES.
4. CONTRACTOR SHALL DIRECT ALL ROOF RUN-OFF TO BE
DIRECTED TO THE PERMITTED STORMWATER SYSTEMS.
5. ALL ROOF TOP DRAINAGE SHALL BE DIRECTED AWAY FROM BUILDINGS AND TO
THE STORM14ATER TREATMENT FACILITIES.
6. ALL STORMWATER MEASURES NOT LOCATED WITHIN RIGHT-OF-WAY OR
DRAINAGE EASEMENTS ARE CONSIDERED COMMON AREA.
7. ALL PONDS LOCATED IN COMMON AREAS,
8. ALL DRAINAGE EA5EMENT5 TO BE RECORDED ON ALL LOTS ADJACENT TO PONDS,
PROJECT BOUNDARY DETAIL54
LINE
BEARING
DISTANCE
L1
N33'34'44"E
139.13'
L2
N18'20'52"E
45.27'
L3
N48'21'09"E
127.83'
L4
N27'38'48"E
61.20'
L5
N39`29'41 "E
56.32'
L6
N32'52'42"E
121.11'
L7
N60'07'53"E
67.98'
L8
N48'40'02"E .
78.26'
L9
N71'17'12"E
79.38'
L10
N 45'23' 35"E
61.18'
L11
NO2'45'10"W
34.70'
L12
N38'28`37"E
66.00'
L13
N70'10'21 "E
27,20'
L14
N57'19'56"E
47.95'
L15
N79'07'19"E
32.27'
L16
N66`22'14"E
36.56'
L17
N36'11'10"E
44.46'
L18
N14'26'50"E
115.57'
L19
N 41 '12' 38"E
36.47'
L20
N42'21'28"W
33.17'
L21
N20'10'04"W
50.15'
L22
N26'04'15"E
47.82'
L23
N22'50'29"E
108.14'
L24
N0938'13"E
42.10'
L25
N21'10'36"W
117.18'
L26
N07'50'01 "W
58.60'
L27
N04'47'55"E
159.75'
L28
N36'23'19"E
155.18'
L29
N 33'41 ' 49"E
105.44'
L30
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36.42'
L31
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14.27'
L32
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184.34'
L33
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182.19'
L34
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105.12`
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91.49'
L36
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193.67'
L37
S33'21'47"E
189.18'
L38
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297.10'
09
323-00-36"E
51.74'
NOTE:
I. LINES L31-L3G ARE A COMMON BOUNDARY BEWTWEEN THE
PROPOSED WEST COMMERCIAL PROJECT AND THE PERVIOUSLY
PERMITTED WEST TRACT PROJECT (SW8 090423).
5EDIMENTATION OPERATION 4 MAINTENANCE NOTE5:
I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK, ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
VIA VEHICULAR TRAFFIC.
3, CONTRACTOR SHALL INSPECT AND MAINTAIN NET POND / SEDIMENT
BASIN AT NO LESS THAN 75x OF ITS INITIAL VOLUME. ACCUMULATED
SILTS TO BE REMOVED AND DE5IGN VOLUME RESTORED, ACCORDINGLY
SEQUENCE OF FINAL LAND DISTURBANCE:
I. PREGON5TRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF FINAL DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4, CONSTRUCTION OF SEDIMENT BASINS AND ROCK DAMS.
5. TOP501L REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5° OR GREATER).
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GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
10. AFTER COMPLETION OF CONSTRUCTION AND THE SITE 15 STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS T44E SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
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CAPE FEAR
ENGINEERING
151 Poole Rd -Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C, LICENSE # C-1621
PROJECT
NUMBER 655-251
SCALE : AS SHOWN
DATE
TRACKING
COMPASS POINTE
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REVISIONS
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belvilie, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER 655-251
SCALE AS SHOWN
DATE
RACKING
COMPASS POINTE
WEST COMMERCIAL
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NCDENR/LQS S&E PERMIT.
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TEMPORARILY COVERED WITH WIRE AND 57 STONE UNTIL SITE IS SQUARE OPENINGS </= 5"
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ENGINEERING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.G. LICENSE # C-1621
PROJECT
NUMBER : 655-251
SCALE : AS SHOWN
DATE
TRACKING
COMPASS POINTE
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FINAL DESIGN
NOT FOR CONSTRUC110N
CAPE FEAR
ENGINEERING
151 Poole Rd,,Suife 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT 655-251
NUMBER
SCALE : AS SHOWN
DATE
TRACKING
COMPASS PONTE
WEST COMMERCIAL
NOT TO SCALE
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PROJECT NUMBER SHEET NUMBER
655-251 P-2

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VARIES (40- TO 70-)
RIGHT-OF-WAY
w
z
VARIES
VARIES
z
3
24' CONC.
VARIES
VARIES
CONC.
3
ROLL CURB
WALK
0
AND GUTTER
WIDTH
ply
VARIES
_
VARIES
1/2 / OOT
1 2 FOOT
/�_�
4" FOOT
1 / - OT
t
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Kv FROM 1 /4 FT
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BOC
i
i
W0
60 ABC
1 1 /2" ASPHALT
SEE SHEETS C--1 TO C-9
COMPACTED
SUBGRADE
FOR SIDEWALK LOCATIONS.
ROAD SECTION
NOT TO SCALE
RAMP TO HAVE
TEXTURED WARNING
SURFACE
TOOLED SCORE -�k'
TYPICAL
�4
4- 1
1 2" EXPANSION
JOINT CAD C&&—
!f/
4-
12" EXPANSION
J INT
1 /2" MAXIMUM LIP
NOTE: USE RIBBON CURB
DETAIL WHERE INDICATED
ON PLANS
NOTE: USE RIBBON CURB
DETAIL WHERE INDICATED
(VARIES) SIDEWALK 6'-- 0" MIN. RAMP
SEE ROLL CURB ON PLANS
- 8 1 MA TOOLED SCORE 1 �1 MAX. 1&2" EXP. AN DETAIL ER
J I NTmom
UNDISTURBED SUBGRADE —/ \-4��TTH
'6" THICK CONCRETE SIDEWALK / RAM ICK AGGREGATE BASE,
TYPE I, No. 21 or 21A
SECTION A- A
NOTES:
1. CROSS AND SIDE RAMPS SHALL NOT EXCEED A SLOPE OF 12:1. CROSS AND SIDE
RAMPS SHALL BE 3,000 P.S.I. CONCRETE WITH SLIP RESISTANT INTEGRAL DETECTABLE
WARNING SURFACE WITH AN EXPOSED AGGREGATE FINISH.
2. CURB RAMPS ARE TO BE LOCATED WHEREVER AN ACCESSIBLE ROUTE WITHIN THE
RIGHT-OF-WAY OF A ROADWAY CROSSES AS SHOWN ON PLANS OR AS DIRECTED BY
ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING
LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
HANDICAP RAMP
FOR ROLL CURES INTERSECTION
(WITH GRASS STRIP)
NOT TO SCALE
VARIES (SEE PLAN)
9* I SLOPE
(TYP) } MIN 2%
STANDARD CURB I CURB TRANSITION
AND GUTTER
ROLL CURB
AND GUTTER
ASPHALT ROADWAY GUTTER SLOPE AND DIRECTION
OF FLOW VARIES (SEE PLAN)
TYPICAL PARALLEL PARKING DETAIL
NOT TO SCALE
SCORING 0 8' INTERVALS,
3/8" x 3/8"
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1 /4! / FOOT 1 /2" EXP. JOINT ® 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
COMPACTED SUBGRADE
5'-0' AND S'—O" CONCRETE SIDEWALK
NOT TO SCALE
12"
4 d
d d
RIBBON CURB DETAIL
NOT TO SCALE
1911
/11 1 )13
L 24" REVERSE SECTION
12" 12"
U)
• o
a-- d
da
�.. 24" r
STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
6"
3" RADIUS
6,.
A v
4•
a 4 a .v
.4 7
3" RADIU
SPILL SECTION
STANDARD CURB & GUTTER DETAIL
NOT TO SCALE
LEOEND
SEE SHEET I -I FOR LEGEND
AND GENERAL NOTES.
FFO
FINAL DESIGN
R CONSTRUCTION
`��f15151jll CA
111 lFl l>I I,/f1 /
SEAL -
03861
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Belvllle, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineeting.com
N.C. LICENSE # C-1621
P—RoJECT
NUMBER : 655-251
SCALE : AS SHOWN
DATE
TRACKING
COMPASS POINTE
WEST COMMERCIAL
C R F3
S JUL 27
DET
,r
!>tEl�. i f t e-• •1. /1 ,� ir_ .-. L�,. .!. 1 ' I'' ! i' (! I. ''i .' , I i!=1, ji 4, 't111r-
PROJECT NUMBER SHE ET NUMBER
655--251 D—I

.1--- .. Sr.. ial.�i .iJ. LJ .,1:.ss_ I -
6
PLAN
1 4 F W.
SECTION X-X
4" PRECAST CONCRETE COVER
G � G -�•( e
T
6'
CID)-
wl 6-
SECTION Y-Y
GENERAL NOTES:
1, ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS
1'-2' ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 840.66.
2. ALL EXPOSED CORNERS TO BE CHAMFERED 1".
3. CLASS W CONCRETE TO USED THROUGHOUT.
4. 2" PIPE WEEPHOLES TO BE PLACED AS DIRECTED BY ENGINEER.
S. THE 6" OPENING SHOWN MAY BE INCREASED TO 8' M"MUM IF DEEMED
NECESSARY BY THE ENGINEER.
6. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR 04 BAR DOWELS
AT IV CENTERS AS DIRECTED BY THE ENGINEER.
7. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB,
8. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE
AS SHOWN ON STANDARD 840.00.
9. A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO. 78M STONE CONTAINED
IN A BAG OF POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE.
10. A MODIFIED GRATE INLET FOR AN INVERTED CROWN ROAD MAY BE USED AT THE
DIS(:REIION OF THE DEVELOPER.
`a a
y MR
M
7" i0
s a
�� PIPE
Y BAR
PART SECTION Y-Y
SHOWING METHOD OF
CONSTRUCTION FOR 6"
OPENING
PART SECTION Y-Y
SHOWING METHOD OF CONSTRUCTION
IF INCREASED OPENING IS USED
DIM
S OF
BOX & PIPE
I REINFORCING
COVER
DIMENSION
CU. YDS. CONC.
IN BOX
TOTAL 12 WITI IES
BOX & COVER
DEDfC"ON
ONE
Up. UNL
PIPE
SPAN
WIDTH
HEIGHT
BARS
- X
BARS
- Y
D
A
B
H
Na,LENGTH
O
LENGTH
COVER
FLOOR
C.S.YD12"
3'-6"
2 -3
2-S
2
3 -O
8
4'-3"
4 --s
3'-3"
0.176
0.271
0.250
27
1.051
0.0150,04415
3-B
2--3
2-8
2
-
8
4 -3
4 --8
3 -3
.1 6
0.271
0.250
27
1.114
0. 233.0444-
2-8
2 -11
3 -5
9
4 -9
5 -0
3 -8
0.340
0.284
4
1.390
-0.05024
4-0
2 --8
2
3 --5
9
4 -9
5 -O
3-8
0.222
0.340
0.284
34
1.532
0.059
0.05030
4'-0'
3-B
3 -11
2
11
4-9"
5'-0'
4 -6
0.273
0.417
0.315
41
t.924
d.092
0.05036
4 -O
3 -6
4 -5
2
4-3
t 1
4 -9
5 -0
4 -8 ir
0.273
0.417
0.315
47
2.0B1
0.132
0.05042
4 -0
3 -6
2
4 -3
11
-
5 -0
4 -8
0.273
0.417
0.315
41
2.239
0-t8(T0.48"
1235
4 -6'
4'-0"
5 -5
2
4'9"''''0.334
0.509
0.352
48
2.749
0.056
NCDOT (840.04) CATCH
BASIN 12" THRU 48" PIPE
NOT TO SCALE
12"1 8"
Z
6" ' 3`-(
co
CV
6"
6"
`OF SECTION Y
ROLL -TYPE FRAME AND GRATE RIM EL. =EDGE OF PVMT.
SEE STORM DRAIN SCHEDULE
N.C.D.O.T. STD. #840.03B BACK OF CURB
cZ Tt'i •• _
c 6" 2'-2" 6" 04
to ` ,I
I S-0" N
. a'. ----
t 1 A
SECTION X PLAN
CURB INLET NOTES:
1. DIMENSIONS VARY WITH PIPE DIAMETER.
2. SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS.
CURB INLET
NOT TO SCALE
3" MIN. 3" MIN.
24" RIM AND SOLID TOP
Z NOTE:
BOX SIZE TO BE BASED
ON CONNECTING PIPES
Fl.
--- I
ll
II
KNOCK -OUT P NE I 1
IN ALL WALLS (TYP.) I
(0i II
BRICK BLOCK CMU
OR MECAST bOX
WALL THICKNESS: AS REQUIRED
J - - - - - BY MANUFACTURER.
I CONCRETE: 4,000 PSI ® 28 DAYS
I REINFORCING: AS REQUIRED BY MFR.
II
FOR H2O LOADINGS
6"
PLAN
24" SOLID TOP
i 0
OUTLET
L
PIPE
-i - i - -
to
-
_
12" CRUSHED STONE M
SECTION
JUNCTION BOX NOTES:
1. DIMENSIONS VARY WITH PIPE DIAMETER.
2. SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS.
SDMH BOX
NOT TO SCALE
SEE SHEET i-I FOR LEGEND
AND GENERAL NOTES.
FF
FINAL DESIGNUR CONSTRUC110N
ss
SE7
AL
038615
.. Qv
Fwv
+//,,'"JJJrJerlf Ill11ll15t11111,*
CAFE FEAR
ENGINEERING
151 Poole Rd.,Swte 100, Belvllle, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER 655•--251
SCALE : AS SHOWN
DATE
TRACKING
COMPASS PO,NTE
WEST COMMERCIAL
STORM -
ET ,JUL L 1
i
BY: -----
PROJECT NUMBER SHEET NUMBER
655-251 1 D-2