SW8031059_Historical File_20031008

State Stormwater Management Systems
Permit No. SW8 881201 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW 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
DeCarol Williamson
The Pearl
Brunswick County
FOR THE
construction, operation and maintenance of a 25% low density subdivision with a curb
outlet system in compliance with the provisions of 15A NCAC 2H .1000 (hereafter
referred to as the "storrrmwater rules") and the approved stormwater management plans
and specifications, and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. The project is a golf course with condominium/apartment-style buildings, parking,
roads, and cartpaths. The tract is limited to a maximum of 201.53 acres of built-
upon area, as defined by the stormwater rules, and as indicated in the approved
plans. There is 16.24 acres of built-upon area currently existing, leaving 185.29
acres available for future development. CAMA regulations may reduce the built-
upon area for those areas within CAMA's AEC.
2. The overall tract built-upon area percentage for the project must be maintained
at 25%, per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet swale or
vegetated area to be used for treatment of the runoff must be maintained at a
minimum of 100' long, have 5:1 (H:V) side slopes or flatter, a longitudinal slope
no steeper than 5%, carry the flow from a 10 year storm in a non-erosive
manner, maintain a dense vegetated cover, and be located in either a dedicated
common area or a recorded drainage easement.
4. No piping shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road, or under the fairways, as
shown on the approved plan.
5. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
2

State Stormwater Management Systems
Permit No. SW8 881201 Modification
6. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
II. SCHEDULE OF COMPLIANCE
1. Curb outlet swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be operational for their intended use
prior to the construction of any built-upon surface, per the approved plans
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a. Inspections
b. Sediment removal.
c. Mowing, and revegetating of the swale side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of swale side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, and piping.
4. 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. 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 or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee is responsible for verifying that the proposed built-upon area does
not exceed the allowable built-upon area. Additions to the permitted amount of
built-upon area must be approved through a permit modification.
7. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the
approved plans and specifications. Any deviation from the approved plans must
be noted on the Certification. The permittee shall submit the Certification to the
Division within 30 days of completion of the project.
8. The permittee shall submit ail information requested by the Director or his
representative within the time frame specified in the written information request.
9. The built-upon area covered by this permit must be located a minimum of 30 feet
from the Mean High Water line of surface waters.
10. All roof drains must terminate at least 30' from the Mean High Water mark.
3

State Stormwater Management Systems
Permit No. SW8 881201 Modification
11. 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.
12. Prior to transfer of ownership, any permitted stormwater treatment devices such
as swales must be inspected and determined to be in compliance with the
permit. Any deficiencies will be repaired or replaced prior to the transfer.
13. The final plats for the project will be recorded showing all required swale
easements and common areas, in accordance with the approved plans.
14. Certain areas of the Master Plan are subject to be designated as pockets of high
density, where the built-upon area is clustered and/or sheet flow of the runoff
cannot be achieved. The Division will make this determination based on the
detailed site plans to be submitted as each phase is developed. These areas
will, at the request of the DWQ, either provide an infiltration system to treat the
runoff, or redesign the area so that adequate sheetflow of the runoff across a
minimum of 30' of open grassed area is provided.
15. Detailed site plans for each phase must be submitted and approved prior to
development. If the site plans are in substantial conformance with the Master
Plan, a plan revision will be issued. If the site plans indicate substantial
deviations from the Master Plan, a modification will be required.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. 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 Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit transfer request must be
submitted to the Division of Water Quality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits, and
may or may not be approved. The permittee is responsible for compliance with
all the terms and conditions of this permit until the transfer is approved by the
Division.
6. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances imposed by other
government agencies (local, state and federal) which have jurisdiction. If any of
those permits or approvals result in revisions to the plans, a permit modification
must be submitted.
4

State Stormwater Management Systems
Permit No. SW8 881201 Modification
7. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater control system and
its components.
8. The permittee shall notify the Division of Water Quality of any name, ownership
or mailing address changes within 30 days, via the "Name/Ownership Change
Form".
Permit issued this the 8th day of October, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
--- -- - --------- - - -
Alan W. Klimek, P.E., Director
1-0 Division of Water Quality
By Authority of the Environmental Management Commission
5

East Coast
rI Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 —114Shallotte,NC 28459
j
June 12, 2003
Ms. Linda Lewis
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington,North Carolina 28405-3845 RE C E TVE D
Subject: The Pearl
Brunswick County, North Carolina JUN 1 6 2003
Low Density Master Stormwater Plan DWQ
DWQ Stormwater Project No. SW8 881201 # 07 86/201
Dear Ms. Lewis:
Enclosed are two (2) copies of the Master Stormwater Plan for the subject project which
have been revised to include the information you previously discussed with Mr. David
Bowman of our firm. Please recall that Mr. Bowman previously faxed you a copy of the
May 20, 2003 letter from the South Brunswick Water and Sewer Authority (SBWSA)
Engineering Committee to their Board of Directors in regards to this project. Enclosed is
another copy of this letter for your ease of reference.
As you are aware, the proposed wet ponds being used in this project are being provided
only to meet SBWSA's post vs pre-development runoff requirements (water quantity
issues). These ponds are not being proposed as a form of treatment and no discrete
stormwater collection systems will be constructed. Grassed swales will be used within
this low density project that collect runoff and discharge to these ponds. Therefore, the
water quality issues will have already been met by the time any runoff reaches these
ponds.
Enclosed is a copy of information we have obtained from the Brunswick County Tax
Office which documents that The Pearl maintenance building was constructed in 1986.
The same information is also enclosed documenting that The Pearl clubhouse and pro
shop building was constructed in 1987. Hopefully, this will suffice to show that the
existing built-upon areas (including the golf cart paths and existing roads), as shown on
our Master Stormwater Plan, pre-date the current Stormwater Regulations which went
into effect January 1, 1988. We will request additional information from Dr. DeCarol.
Williamson documenting that the existing impervious surfaces within The Pearl pre-date
1988.

Ms. Lewis Page Two The Pearl
June 12, 2003 Brunswick County, NC
The low density stormwater plan for The Pearl that your department received in late
1988 from others did not accurately reflect the conditions in existence at that time. That
plan did not show the clubhouse and pro shop in their correct locations, nor did the plan
reflect the streets and golf cart paths which were in existence at that time.
Please note that the current design approach for this project has not changed from that
mentioned in our February 28, 2003 submittal letter to you. This design approach is to
handle storm drainage within The Pearl through extensive use of vegetative swales and
filters. The roadway sections will have curb and gutter with curb cuts draining to such
swales and filters as required. Subsequent individual site specific designs and submittals
of each phase will show the precise locations of all proposed storm drainage features and
will include the appropriate hydraulic and hydrologic calculations.
It is our understanding that the provision of the enclosed information and the letter from
SBWSA will allow you to continue your review. As you will note in SBWSA's May 20,
2003 letter, they encourage the completion of your review of this project, particularly
since you possess the expertise to understand projects of this type.
As always, we appreciate your prompt attention to this matter and look forward in
hearing from you soon. Should you have any questions, comments or require any
additional information, please do not hesitate to contact either Mr. David Bowman or
myself at your convenience.
Sincerely,
Alan e ' Vice-President
Enclosures
pc: Dr. DeCarol Williamson, DWE w/SBWSA 5/20/03 Letter
Ms. Cherri Cheek, DWE w/SBWSA 5/20/03 Letter
File: 02-1300.02 (The Pearl PUD Master Plan)

stA
s''_ al SOUTH BRUNSWICK WATER AND SEWER AUTHORITY
• Aa
ENVIRONMENTAL RESOURCES MANAGEMENT FOR SOUTHWEST BRUNSWICK COUNTY
tr.
• C
y
'So IMMIEMPA4*
lezijormre
May 20, 2003
To: Board of Directors
South Brunswick Water and Sewer Authority
Re: SBWSA Stormwater Management Ordinance -The Pearl Development
The Engineering Committee of the South Brunswick Water and Sewer Authority,with the assistance
of its consultants,has spent much time in reviewing,interpreting and otherwise attempting to come
to some consensus as to applying its Stormwater Ordinance to the application before us by The Pearl
Development.
The 1999 amendment to the SBWSA Stormwater Ordinance clearly states that the requirements of
our ordinance are to be "consistent with the 15A NCAC 2H.1000 State Stormwater Management
rules." In most places the words and/or definitions are copied word for word from the state
ordinance,but sometimes SBWSA's amended ordinance stops short of encompassing the entire state
ordinance. The conflict comes when we attempt to be"consistent"with state regulations,but at the
same time, some practices are not expressly"allowed"in the SBWSA ordinance.
The Engineering Committee is working to overcome these inconsistencies, and suggest verifying
points of conflict within the ordinance.
By copy of this letter we encourage the State's review of The Pearl's application, in particular,the
review by Linda Lewis with the N.C.Division of Water Quality,we encourage the State to complete
its review-particularly since they possess the expertise to understand projects of this magnitude.As
the local stormwater regulation entity, we offer our opinion as to two points of confusion between
our two agencies' ordinances. We are referring to the use of curb outlet system and wet detention
ponds in low-density projects.
The Engineering Committee is of the opinion that:
1) Consistent with the 15A NCAC 2H.1000 State Stormwater Management rules, curb
outlet systems are allowed in a low-density project.The N.C.Code addresses curb outlet
systems in 15A NCAC 2H.1008(g) by stating "projects that meet the low density
provisions of Rules .1005 through .1007 of this section may use curb and gutter with
outlets to convey the stormwater to grassed swales or vegetated area prior to the runoff
discharges to vegetable filters or wetlands." Further use of curb outlet systems is
reinforced by comments from SBWSA's consultant,URS Corporation,and can be found
1
Office Location:
Mailing Address: 502 North Sunset Boulevard
Post Office Box 6628 Sunset Beach,NC 28468
Shallotte, NC 28470 Telephone:[phone]
E-Mail:sbwsa®atmc.net Facsimile:[phone]

in SBWSA's own design manual.Therefore,the use of curb outlet systems is allowed on
low-density projects in SBWSA jurisdiction and should be so clarified.
Also consistent with 15A NCAC 2H .1000 State Stormwater Management rules SBWSA
should allow pipes to be used to carry drainage underneath built-upon surfaces that are
associated with low-density development.
2) Wet detention ponds,though not an acceptable means of providing quality treatment of
stormwater within one-half mile of SA waters,we do not believe are prohibited in a low-
density project under both SBWSA and State rules. We concede to Ms. Lewis' letter of
April 14, 2003, to The Pearl Development where she states "...golf course ponds can
exist within a low-density project as long as they are not being proposed as a form of
treatment,and a discrete collection system is not constructed.Grass swales,within a low-
density project that collect runoff and discharge to a golf course pond, are considered to
meet the intent of low-density development. As far as we are aware, only the discharge
from a detention pond being used as a stormwater treatment system or from a sanitary
sewer treatment system is prohibited in SA waters."
The Engineering Committee recommends the development of necessary amendments to the
stormwater ordinance and presenting them to the public for comments while at the same time
submitting them to the proper state agencies for approval.
If you have any questions, please do not hesitate to call.
o
d2e.44,616(7,2‘ez,lef.te.itcf ,'� 27� 3
Gerald Strickland Date
C irman, En • 'rig Committee
dam— 6/1.1/o3
Barry G. lford Date
ber, ginee ' ommittee
S1020.5
es E. Arneson Dat
em ee ' gCo •
6/97/0
can A. a ers Date
Chairman, SBWSA
Ex-Officio, Engineering Committee
cc: BradleyBennett
NCDENR
2 OTER q
3 r.
ENVIRONMENTAL RESOURCES MANAGEMENT FOR SOUTHWEST BRUNSWICK COUNTY Wlif
c

Linda Lewis
NCDWQ
Mark Lewis
SBWSA Attorney
Kelly Mattfield
U.R.S. Corp.
Water Quality Board of Directors
/
East Coast Engineering
DeCarol Williamson Enterprises
SBWSA file
3 �Ptep y
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ENVIRONMENTAL RESOURCES MANAGEMENT FOR SOUTHWEST BRUNSWICK COUNTY "'��� `

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East Coast
SIP
Engineering Company,P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 —'1.4111/4Shallotte,NC 28459
August 21,2003
=
Ms.Linda Lewis ; .'
Water Quality Section y M
NC Department of Environment and Natural Resources •
•
127 Cardinal Drive Extension
Wilmington,North Carolina 28405-3845
Subject: The Pearl
Brunswick County
Master Stormwater Plan Submittal
SW8 881201
Dear Ms.Lewis:
The following is offered in response to the list of items requiring clarification in the Request for Additional
Information letter for the above referenced project, dated August 1, 2003:
1. The 100' vegetated swales will not be located in wetlands. The detail on the master plan is not
sufficient to provide the exact location of swales. Because the South Brunswick Water and
Sewer Authority (SBWSA) would not accept a Master Stormwater Plan for this project,
detailed site and grading plans for the entire project have been prepared. The detailed plans
will show the exact location and length of all swales. We have already submitted the detailed
site and grading plans to SBWSA and will forward them to you under a separate application
within the next few days (we are currently preparing the application for our Client's signature).
2. A minimum 100' vegetated swale will be maintained on each curb outlet prior to discharge into
any golf course pond.
3. The proposed areas in question are designed such that treatment of the stormwater runoff will
be consistent with the other areas of the project,namely vegetated swales, and run-off dispersal
by sheet flow. The two areas are similar to the existing clubhouse area. However, if these
areas are deemed pockets of high density by NCDENR, treatment will be revised in
conformance with state regulations. Since the overall project is still within the low-density
limits, the approval of the MASTER PLAN is requested with these areas included as
submitted.
4. The runoff from the proposed built-upon area will not drain through the existing pipes prior to
treatment. Some of the existing piping is located in the natural drainage ways of the property
and will unavoidably drain the runoff after treatment.
5. Page 2 of the application is revised and is enclosed for replacement of the previous submittal.
Also enclosed is a revised Sheet 3 of 4. Please note that the BUA in the data summary is
revised. The new total BUA is 201.53 acres, which is exactly 25% of the overall project area.
The application and the data summary both reflect this new total. In the course of performing

the detailed site and grading plans for this project, several buildings have been eliminated and
several more relocated due to conflicts with wetlands and surface waters. The enclosed revised
Master Stormwater Plan is depictive of the adjusted site layout.
6. The Data Summary Table on Sheet 3 of 4 is revised and two copies are enclosed for
replacement of the previous submitted sheet.
7. The enclosed Sheet 3 of 4 shows the new location of all the buildings that may have had some
conflict with surface waters. The detailed plans that will be submitted within the next few days
will show the exact location of all buildings in relation to the MHW line. The detailed plans
are also at a much larger scale, so the distance between objects can be accurately determined.
If you have any questions or require any additional information,please do not hesitate to contact our office.
Sincerely,
, 40'64k::::)
David A.Hollis, EIT
Alan C. , is President
Enclosures
Copy: Dr. DeCarol Williamson, Owner w/Enclosures
File: 1300.02 (The Pearl)

Oc W AT . Michael F. Easley, Governor
Q
O G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
� r
_ Alan W. Klimek, P.E.,Director
+'c Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 1, 2003
Dr. DeCarol Williamson
DeCarol Williamson Enterprises
2618 New Village Way
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 881201
The Pearl
Brunswick County
Dear Dr. Williamson:
The Wilmington Regional Office received a Stormwater Management Permit
Application for The Pearl on June 16, 2003. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. The grading plan indicates that several of the swales might be located in
wetlands. Curb outlet swales may not be located in wetlands. Please
relocate any swales off of parking areas that are adjacent wetlands so that
the entire 100' of swale is provided prior to discharge into the wetland.
2. The grading plan also indicates several areas where swales appear to be
draining directly into golf course ponds. Please remember that the entire
100' of the curb outlet swale must be provided prior to discharge in any
pond. The pond itself may not act as the treatement device because wet
detention ponds are not allowed within '/2 mile of SA waters.
3. There are two areas shown on the Master plan that could be considered
pockets of high density- one is between Fairways 15W and 16W and the
other is just across the causeway over Lake Osprey to the right. Both
areas show two bays of double-loaded parking lots, and one has a very
large building.
4. There is a lot of existing piping which serves no purpose other than to
transport runoff. .1 understand why there are pipes under the fairway and
under the road. In some cases, though, small pipes under the cart path
are extended for several hundred feet into a pond. In other cases, the
pond's outlet appears to be piped for several hundred feet to a wetland.
None of the runoff from the proposed built-upon area can be allowed to
drain through these pipes.
5. Please revise page 2 of the application to reflect the proposed built-upon
area of 199.15 acres.
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Servicebra
Wilmington Regional Office Wilmington;NC 2840s [phone] Fax [phone] NCDEM

Dr. Williamson
August 1, 2003
Stormwater Application No. SW8 881201 Mod.
6. The Data Summary Table has switched labels for existing and future total
BUA's. Please correct.
7. It appears that one of the buildings and a parking lot might be within 30' of
the designated Mean High Water Line. With the 1"=300' scale, it is a little
difficult to scale such a small distance accurately. Please make sure that
all built-upon area associated with the project is at least 30' from the MHW
line.
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
September 1, 2003, or the application will be returned as incomplete. The return of a
project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
•
The construction of any impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-
215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
4)...);jet) ,ttax",;,"
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQS\STORMWAT\ADDINFO120031881201.aug03
cc: David Bowman, P.E., East Coast Engineering
Linda Lewis
2

Jan 15 08 02: 46p p.2
State of North Carolina
Department of Environment and Natural Resources l7',,`g b
Division of Water Quality y1" p'
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this form, with Items 1 through 8 completed,to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor(see Page 2 of 2)prior to submittal of the application for review. At a minimum,you must
include an 8.5" by II" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslope of the project. You must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification)on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non-discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal.
1. Applicant's name(name of the municipality,corporation,individual,etc.):
The Pearl Development Company.Inc
2. Name and complete address of applicant: The Pearl Development Company. Inc.
2618 New Village Way.
City: Wilmington State: NC Zip: 28405
Telephone number: ( 910 ) 251-8543 Facsimile number:( 910 ) 251-1369
3. Project name(na a subdi ' 'on,facility or establishment,etc.):
The Pearl—Phase 2 d /b
4. County where project is located: Brunswick
5. Name(s)of closest surface waters: Calabash River
6. River basin(s)in which the project is located: Lumber
7. Topographic map name and date: Calabash 1990
8. North Carolina Professional Engineer's seal,signature,and date: �`°ck 4eCAR� ,°/�,
eo. O� eeeC....[.e•aCer/r,
eo Cam'..^�'Oc(L a7 V;Oe.,,:(17 eo
:ix S"c �.1. VI Ft
e
a 8r�9gq8� ee
w� 4=�`a'C7
4, t4.4k. , \A
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR aer`f `LJ R. bt�� `4 l�'
Please provide me with the classification(s)of the surface waters,watershed(s), and appropriate river basn(s) where
these activities will occur,as identified on the attached map segment:
Name(s)of surface waters and river basin(s): (.ot./Ct,b CIS A At de/' tips'Jar L dt� xl4t5/4
Classification(s)(as established by the EMC): j j� /01, If:. 2. '- /2 - ,3
Proposed classification(s),if applicable: 4/J
River basin buffer rules,if applicable:
Signature of regional office personnel:ifi.11091------Etatet /`-/1 2�w
FORM:WSCA 10/99 Pe 1 of 2

Jan 15 08 02:46p p. 3
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Jan 15 08 02: 46p p. 1
T�1
East Coast
'Engineering & Surveying,PC
Engineering,Planners,Surveyors
FAX FAX FAX FAX FAX FAX FAX FAX'k'" FAX FAX FAX FAX FAX FAX FAX FAX FAX FAX
PAGE 1 OF 3 (including cover page) DATE: 01/1 4/08
TO: Mr. Ed Beck FROM Sabrina B. Babson
OF NCDENR—Water Quality
/� 1
1
AT East Coast
Wilmington, NC Engineering&Surveying,PC
712 Village Road SW,Suite 105
Post Office Box 2469
Shallotte,North Carolina 28459
pHUNL# [phone]
PHONE# [phone]
FAX# [phone] FAX# [phone] )./
SUBJECT: Watershed Classification for The Pearl (Brunswick County)
Please find attached the watershed classification application and map for the subject project. If you have
any questions or require additional information please give me a call. Thanks for your help. Sabrina
pc: File; 1300.0 The Pearl Phase 2
The information contained in this transmission is privileged, confidential, and is intended only for the use
of the individual or entity named above. You are not permitted to copy or distribute this communication
if you are not the intended recipient named above. If you have received this communication in error,
please notify our office immediately by telephone. Thank you.

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