SW8990732_HISTORICAL FILE_20031112

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 0-1 32
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 0 31 I l 2
YYYYMMDD

OF WATF9 Michael F Easley, Governor
\0� OG William G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
6 r
? Alan W Klimek, P E ,Director
0 Division of Water Qualit
Coleen H Sullins, Deputy Directory
Division of Water Quality
November 12, 2003
Mr Terry Turner, President
Saturn Development
1904 Eastwood Road, Suite 212
Wilmington, NC 28403
Subject. Permit No SW8 990732 Modification
Brewster Place Phase II
High Density Subdivision Stormwater Project
New Hanover County
Dear Mr Turner
The Wilmington Regional Office received a complete modification to the Stormwater
Management Permit Application for Brewster Place Phase II on October 15, 2003 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 2H 1000 We are
forwarding Permit No SW8 990732 Modification, dated November 12, 2003, for the
construction of the project, Brewster Place Phase II
This permit shall be effective from the date of issuance until November 12, 2013, and
shall be subject to the conditions and limitations as specified therein Please pay
special attention to the Operation and Maintenance requirements in this permit Failure
to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems
If any Parts, requirements, or limitations contained in this Permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P O Drawer 27447, Raleigh, NC 27611-
7447 Unless such demands are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone]
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/ arl S \WQS\STORMWA RPERMIT\990732 nov03
cc Howard Resnik, P E
Tony Roberts, New Hanover County Inspections
Beth Wetherill, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
MAN C Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service At
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCDENR

State Stormwater Management Systems
Permit No SW8 990732 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Saturn Development
Brewster Place Phase 11
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until November 12, 2013, and
shall be subject to the following specified conditions and limitations
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described on page 3 of this permit, the Project Data Sheet The
subdivision is permitted for 107 lots, each allowed 4,000 square feet of built -
upon area
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
4 Pond 1 will utilize the existing wetland as a forebay Runoff within the drainage
area of Pond 1 must first be directed into the wetland prior to entering the pond
5 Both of the permitted ponds have been sized for 90% TSS removal, therefore, a
vegetated filter is not required
2 of 9

State Stormwater Management Systems
Permit No SW8 990732 Modification
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name
Permit Number
Location
Applicant
Mailing Address
Application Date
Name of Receiving Stream / Index #
Classification of Water Body
Pond Number
Drainage Area, acres
Onsite
Offsite
Total Impervious Surface, ft2
107 lots at 4,000
Roads/Puking, ft
Offsite, ft
Design Storm
Pond Depth, feet
Permanent Pool Elevation (PP), FMSL
Provided Surface Area @PP, ft2
Provided Storage Volume, ft3
Temporary Storage Elevation, FMSL
Forebay Volume, ft3
Controlling Orifice (2-5 day drawdown)
Brewster Place Phase II
SW8 990732 Modification
New Hanover County
Mr Terry Turner, President
Saturn Development
1904 Eastwood Road Suite 212
Wilmington, NC 28403
April 28, 2000
(Modified October 15, 2003)
Mott Creek / (CFR 18-82)
"C Sw"
POND 1
POND 2
2054
1239
2054
1239
0
0
338,782 240,780
65lots/260,000 42 lots/1 68,000
78,782 72,780
0 0
1" 1"
65 75
807 7
37,558 29,788
40,190 32,460
907 8
Existing wetland 24,053
3" cp pipe 2 5cp pipe
3 of 9

State Stormwater Management Systems
Permit No SW8 990732 Modification
II SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage
feature (such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division
2 The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area Once the lot transfer is complete, the built -upon area may not be
revised without approval from both the permittee and the Division of Water
Quality, and responsibility for meeting the built -upon area limit is transferred to
the individual property owner
3 If an Architectural Review Committee (ARC) is required to review plans for
compliance with the BUA limit, the plans reviewed must include outbuildings,
sidewalks and driveways Any approvals given by the ARC do not relieve the
homeowner of the responsibility to maintain compliance with the permitted BUA
limit
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
e Further subdivision, acquisition, or sale of the project area The protect
area is defined as all property owned by the permittee, that the
Sedimentation and Erosion Control Plan approval or a CAMA Major
permit covers
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
5 The Director may determine that other revisions to the protect should require a
modification to the permit
6 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
7 The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
8 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
4 of 9

State Stormwater Management Systems
Permit No SW8 990732 Modification
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification
10 Decorative spray fountains will not be allowed in the stormwater treatment
system
11 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
12 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
13 Prior to transfer of the permit, the pond must be inspected by DWQ personnel,
and determined to be in compliance with all permit conditions Any items not in
compliance must be repaired or replaced to design condition prior to the transfer
Records of maintenance activities performed to date will be required
14 If a homeowner's association or other similar entity is formed and will ultimately
have the responsibility for operating and maintaining the stormwater facilities,
then the permittee shall execute the necessary legal documentation that
stipulates all owners who are within the permitted drainage area of the
stormwater facilities contribute toward the cost of maintaining the facilities
15 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device and catch
basins and piping
g Access to the outlet structure must be available at all times
16 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
17 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 bear the signature of the Permittee, the deed book number and page,
and stamp/signature of the Register of Deeds
5 of 9

State Stormwater Management Systems
Permit No SW8 990732 Modification
18 This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data
19 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
20 Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina, driveways, and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools
21 Prior to the sale of any lot, deed restrictions must be recorded which limit the
built -upon area per lot to the amount as shown on the Project Data Sheet, per
Section I, Part 2 The recorded statements must follow the form
a The maximum built -upon area per lot is 4,000 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,
driveways and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools
b The covenants pertaining to stormwater regulations may not be changed
or deleted without concurrence of the State
Alteration of the drainage as shown on the approved plan may not take
place without the concurrence of the State
All runoff on the lot must drain into the permitted system This may be
accomplished through providing roof dram gutters which dram to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street Lots that naturally drain
into the system are not required to provide these measures
III GENERAL CONDITIONS
This permit is not transferable without notice to and approval by the Director In
the event there is a desire for the facilities to change ownership, or there is a
name change of the Permittee, a "Name/Ownership Change Form" must be
submitted to the Division of Water Quality accompanied by appropriate
documentation from the parties involved, such as a copy of the deed of trust
Other supporting materials, such as a signed Operation and Maintenance plan in
the case of engineered systems, will also be required The project must be in
good standing with DWQ 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 permit conditions until such time as the Division approves the
transfer
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction
6 of 9

State Stormwater Management Systems
Permit No SW8 990732 Modification
4 In the event that the facilities fad to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 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
6 Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours
7 The permittee shall notify the Division of any mailing address changes within 30
days
Permit issued this the 12th day of November 2003
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
v� p��n Alan W KumeK, H E , uirector
U' Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 990732 Modification
7 of 9

dYV ©i iiC£ USE ON%X
Date Received t / Fee Paid PCeJrnut Number
73 A /k'0
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
1 Applicants name (specify the name of the corporation, individual, etc who owns the project)
�WrH LlVeI042 enc+n7`
2 Print Owner/Signing � Official's name and title (person legally responsible for facility and compliance)
A ✓, - �.,44 15;;�re'f-ar.,,
3 Mailing Address for person listed in item 2 above
1904 �*stwrw.( Poa4 Z / Z
City It/; /m ., w lV,, State NG Zip z 8403
Telephone Number ( 310 1 Z 6-C - I04.S
4 Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc)
Brrc tsi-er- Plinio _Pia r T o
5 Location of Project (street address)
C�rewsler Lane
City /N%/n/n171y✓n County Neu /f{ano✓er
6 Directions to project (from nearest major intersection)
7 Latitude 3 4 0 8' l3. 4t 4 r' Longitude % /¢, 9 % i. of project
8 Contact person who can answer questions about the project
Name A, ✓ _5'r-P a Telephone Number ( 310 ) ZS6 - /0 4
II PERMIT INFORMATION:
/__ 1 Specify whether project is (check one) New Renewal K Modification
Form SWU-101 Version 3 99 Page 1 of 4

2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW l3 9 9073 Z and its issue date (if known) c',//_7/To
3 Specify the type of project (check one)
_Low Density ?<_Fiigh Density _Redevelop _General Permit _Other
4 Additional Project Requirements (check applicable blanks)
_LAMA Major L`C Sedimentation/Erosion Control _404/401 Permit _NPDPS Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III PROJECT INFORMATION
1 In the space provided below, summarize how stonnwater will be treated Also attach a detailed narrative
(one to two pages) desmbmg stormwater management for the project
��� Z a d /�yF.Zr S7�arw� eciF..vrS
2 Stormwater runoff from this project drams to the �De. Fi�&r River basin
3 Total Project Area 3 Z, 93 acres 4 Project Built Upon Area .061 %
5 How many dramage areas does the project have? Z
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below
Receiving Stream Name M014S 6rea k re
Receiving Stream Class
Drainage Area z0 , 1T-4- aC'r-e-s Z.39 4ore F
Existing Impervious* Area �—
Pro osed Im ervious'Area , 7 , ric reS
Im ervious' Area (total) 1 3 G5--07
_ ,.'6a..,.. av
RIP��'r
PW
�� � P
3 8C c�C_
On -site Buildings
97 tier
On -site Streets
1. F3 I ac-ras
re
On -site Parking
On -site Sidewalks
�—
Other on -site
---
Off-site
—
Total -7g r
Total 3 a_re
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
suleumlks, gravel areas, etc
n
Form SWU-101 Version 3 99 Page 2 of 4

7 How was the off -site impervious area listed above derived? %✓�
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restncbons and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot If lot saes vary significantly, a
table luting each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment
I The follounng covenants are intended to ensure ongoing compliance with state stormwater management permit
number IS WA 99 D 7 3 Z as issued by the Division of Water Quality These covenants may
not be changed or deleted without the consent of the State
2 No more than .4000 square feet of any lot shall be covered by structures or impervious materials
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools
3 Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings
4 Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prom to
construction
5 All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot
V SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3 99 Page 3 of 4

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office
Please indicate that you have provided the following required information by initialing in the space
provided next to each item
Initials
• original and one copy of the Stormwater Management Permit Application Form )412
• One copy of the applicable Supplement Form(s) for each BMP µ. Je
• Permit application processing fee of $420 (payable to NCDENR) h{ K
• Detailed narrative description of stormwater treatment/management bt, B
• Two copies of plans and specifications, including 1d
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section
Designated agent (individual or firm) fte+io ue_r U2(MVn � L'.r- LA ccrS 1- , /f .
Mailing Address 3)9 l.�G�t Slr«f
City State /V Zip Z9446l
Phone ( 9/ o ) 3 43 - 80o Z
VIII. APPLICANT'S CERTIFICATION
Fax ( 9/D ) 3*3— 99 41
1141
I, (print or type name of person listed in General Information, item 2) 14• V _54T
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 15A
NCAC 2H 1000
Signature 9/
Date /O /l5 _0 z
Form SWU-101 Version 3 99 Page 4 of 4

r,
Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
uu`_' - --
October 14, 2003
Ms Linda Lewis
Environmental Engineer
N C Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension _
Wilmington, NC 28405
Re Inspection & Non-comliance
Brewster Place Phases One & Two
NCDENR/DWQ Permit No SW8 960704 & SW8 990732
New Hanover County
HDS Project No 3888
Dear Ms Lewis
Per your September 15, 2003 "Notice of Inspection and Non-compliance," we are notifying you that we are
currently performing the fieldwork to determine the pond depths for both of the Phase One ponds We
anticipate a formal response to the notice within one month's time
Very truly yours,
Howard Resnik, P E
End As noted above
cc Saturn Development
319 Walnut Street Wilmington, N C 28401 [phone]

Hanover Design
Oct 14 03 04:03p
- - Y
910-343-9941
Hanover
Land S IMINI S, Engmee.s.. lw
FACSIMILE TRANSMITTAL
NUMBER OF PAGES (INCLUDING COVERT. FROM FAX# [phone]
To FAx #
DATE:
ATTENTION
COMPANY
SUBJECT:
FROM' __
COMMENT
HOS PROJECT- 3E)& L9
RECEIVED THIS FAX IN ERROR,
IF YOU NEED ANY PAGES RESENT OR HAVE
PLEASE CALL [phone]
319 Walnut Street Wilmington, N.C. 28401 (910) $494W

d 1103
HOGUE, HILL, JONES, NASH & LYNCH, L L P. (j
ATTORNEYS AT LAW
1 O1 SOUTH THIRD STREET
-�'�.1�
WILMINGTON, NC ZB401
- "-----
W TALMAGE JONES
P ❑ DRAWER 2178
DAVID A. NASH
WILMINGTON, NC 28402
WILLIAM O J LYNCH
TELEPHONE [phone]
JAMES B SNOW III
FACSIMILE 910-762-6687
WAYNE A. BULLARD
STACEY L FULLER
September 23, 2003
OFCOUNSEL
G EDWARD COLEMAN III
CYRUS D HOGUE, JR
WILLIAM L. HILL, II (1931-2001)
Ms Linda Lewis
Environmental Engineer
State of North Carolina
Department of Environment and
Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Brewster Place Phases I and II
Dear Ms Lewis
In response to your letter of September 15, 2003 addressed to Mr Terry Turner
regarding Notice of Inspection and Non -Compliance for Brewster Place, Phases I and 11,
we are herewith submitting a copy of the Supplemental and Amended Declaration of
Covenants Conditions and Restrictions of Brewster Place, Phase Two, which have been
recorded in Book 3640, Pages 562-565, New Hanover County Registry
Very truly yours,
William O J Lynch
Enclosure
cc Mr Terry F Turner
/vms

Michael F Easley, Governor
William G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
September 15, 2003
Mr Terry Turner
TFT & Co, Inc
1904 Eastwood Road, Suite 212
Wilmington, NC 28403
NOTICE OF INSPECTION AND NON-COMPLIANCE
Brewster Place Phases I and II
Stormwater Project No
New Hanover County
Dear Mr Turner
SW8 960704 & 990732
Alan W Klimek, P E ,Director
Division of Water Quality
Coleen H Sullins, Deputy Director
Division of Water Quality
Please find attached a copy of the completed form entitled "Stormwater Compliance
Inspection Report" The report summarizes the findings of a recent inspection of the
prolecfs stormwater controls conducted on September 15, 2003 to determine
compliance with Stormwater Permit Numbers SW8 960704 and 990732, the former
issued on September 12, 1996, but the modification to the latter has not yet been
issued
A summary of the findings and comments are noted under Section 4 of the report
Please inform this Office in writing before October 15, 2003, of the specific actions that
will be undertaken and the time frame required to correct the deficiencies Failure to
provide the requested information, when required, may initiate enforcement action If
you have any questions please contact me at the Wilmington Regional Office, telephone
number [phone]
Sincerely,
4"? da,
Linda Lewis
Environmental Engineer
RSS/arl S \WQS\STORMWAT\INSPECT\960704 sep03
cc Howard Resnik, P E , Hanover Design Services
Wilmington Regional Office
N C Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
e�A
Customer servicer!
1 800 623-7748 NCDEM1R

STORMWATER COMPLIANCE INSPECTION REPORT
Project Name Brewster Place Phases I and II
Project Number 960704 & 990732
Control Measure Three Wet Detention Ponds
Water Body Motts Creek Classification C SW
Directions to site, address From US 421 at Monkey Junction, turn right onto the
service road at the stoplight Turn left onto Brewster Lane
2 Inspection Date
Weather Conditions
Compliance Issues
September 12, 2003
Warm and partly cloudy
Y N
Z ❑ The drainage area (including offsite) and built -upon area to the permitted
system are per the approved plan No unpermitted offsite drainage enters
the system
[� ❑ All the built -upon area associated with the protect is graded such that the
_ runoff drams to the system
✓❑ Li For pondshnfiltration, the outlet/bypass structure relative elevations are
par the approved plan (Must be verified via as -built survey if in question)
1✓7 �] 'Dhe inlets and outlet structure are located per the approved plans and do
rot cause short-circuiting
Er ❑ A trash rack is provided over the outlet weir and orifice
®❑ All slopes are grassed with permanent vegetation and are not eroding
[✓❑ ❑ Vegetated slopes are no steeper than 3 1
[✓� ❑ The approximate amount of permitted surface area has been provided
Mid (Must be verified via as -built survey or designer's certification )
0 Required drawdown devices are correctly sized per the approved plans
[(❑ All required parts of the system are provided, such as a vegetated shelf,
and a forebay
❑ ® The designer's certification has been submitted
® 0 The required deed restrictions are correctly recorded and submitted
F1 ❑ The number of lots or outparcels is per the permitted amount
0 ❑ Fhe built -upon area on the lots or outparcels does not appear to exceed
the maximum amount (must be verified via as -built survey if in question)
01A ❑ ❑ Curb outlet swales are constructed, located properly, are 100' long and
have dense vegetated cover
The road, cul-de-sac, parking lot and sidewalk widths are per the
approved plan
0 ❑ Required maintenance is being performed
ul� ❑ ❑ Outparcels have their own offsite permit

4 Required Actions (Each deficiency is explained and what needs to be done to
bring the system back into compliance)
Pond B in Phase I appears to be very shallow, and will probably need to be
restored to the design depth of 6 feet
Pond A in Phase I looks very nice, however, depth must be confirmed via the
Designer's Certification
The modification for Phase II is not permitted because a copy of the recorded
deed restrictions has not been received A draft copy was submitted by Bill Lynch
via email on January 29, 2003 1 reviewed them and made comments regarding
the required language changes, but I have not heard anything, nor have I
received a copy of the recorded document
The Designer's Certifications for the Phase I ponds have not been submitted
As discussed at our recent meeting, once the design depth is restored, and the
Designer's Certifications are provided, please notify the Division, your attorney, your
consultant, and the HOA so that an inspection of the ponds can be done with all parties
present Then, we'll all meet after the inspection and get all the paperwork done in order
to transfer the permits, or we'll schedule a separate meeting at a later date
Inspector Linda Lewis AL-1
Water Quality/Wilmington Regional Office/[phone]
RSS/arl S \WQS\STORMWAT\INSPECT\960704 sep03

Re Brewster Place, New Hanover County, NC
Subject. Re. Brewster Place, New Hanover County, NC
Date. Wed, 29 Jan 2003 08 28 57 -0500
From: Linda Lewis <Lmda Lewis@ncmail net>
Organization: NC DENR
To. "William O J Lynch" <wojl@hoguehill com>
Mr Lynch
Since 1997, the Division has expanded the statements that need to be incorporated into the deed
restrictions and covenants Therefore, the restrictions that were permitted for Phase I will not be
sufficient for Phase II I have attached a copy of the restrictions that should be recorded for Phase II The
restrictions you emailed me will be acceptable to meet the permit requirements for Phase I, since those
are the statements that were placed into the permit Phase I1's restrictions must contain the statements as
found in Sections I and VII of the attached document
Linda
"William O J Lynch" wrote
Dear Ms Lewis, With regard to Terry Turner and Saturn Development, I have not received from Howard
Resnik a copy of the Phase Two permit I have, therefore, prepared the attached amendment to the Declaration
for Brewster Place to Incorporate verbatim the Items from the permit that you directed Saturn Development
Corp and TFT & Co , Inc are the owners of all the lots In Phase Two and I have, therefore, made provision for
both parties to sign the amendment Please let me know If the attached Is satisfactory and I will have It
executed and recorded and forward a recorded copy to you Please call If you have any questions BIII
Lynch sent by Victoria
Secretary to BIII Lynch
910-763-4565
CONFIDENTIAL AND PRIVILEGED
The Information contained In this email Is privileged and confidential and Intended for the sole use of the
addressee If you are not the intended recipient, or the employee or agent of the Intended recipient, you are
hereby notified that any dissemination, distribution or copying of this communication Is strictly prohibited If you
have received this email In error, please Immediately notify the sender listed above and return the original
message at the above address
Name: DEEDREST FOR doc
['IDEEDREST FOR doc Type: Wmword File (application/msword)
Encoding: base64
I of 1 1/29/2003 11 04 AM

* * * COMMUNICATION RESULT REPORT ( JRN 21 2003 10 15AM ) * * *
P 1
FILE MODE
976 MEMORY TX
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
r-
--1
Y
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
- ---------------------------------------------------
9-2560112 OK P 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F, Easley, Governor
William G Ross, Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek P E , Director
Division oil Water Quality
Wilmington Regional Office
FAX COVER SHEET
Date: January21, 2 03 No. of Pages: 1
To. Terry Turner From: Linda Lewis
AV
Company: Satur Development Water Quality Section - Stormwater
FAX #: 256-01 2 FAX # [phone]
Phone # [phone]
DWQ Stormwater Pjjoject Number: SW8 990732
Project Name: iBrewster Place Phase One
MESSAGE:
Dear Mr Turner
The deed restrictions ou submitted in response to my request of January 8, 2003, either do not
contain the required c nditions as found in the permit, or are incorrect, or are not needed Please
delete Section 1 of Article V1I and replace it with Permit Condition II,16 (a-d), in it's entirety,
verbatim, no exceptiops,

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor William G Ross Jr, Secretary
Date: 12(-03
To: I errl4Tl)rrle,—
CO: —�
FAX#: 250-O(12.
FAX COVER SHEET
g9O732
No. Of Pages: Z-
From: Lill 2 (,p u,j 5
CO:
FAX#: [phone]
REMARKS: CvpH cJ F Senn; deed res- r,c h
127 Cardinal Drive Extension, {Ndmmgton, N C 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity ARrmahve Action Employer

P 1
* * COMMUNICATION RESULT REPORT ( JAN 21 2003 10 42AM ) * * *
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
------------------------------------------------------------------------------------------------
982 MEMORY TX 9-2560112 OK P 212
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Pmley, GoveLor William G. Ross Jr, Secretary
Date: -21-a3
To: `TUrn e4,'
CO:
FAX #:
REMARKS
FAX COVER SHEET
CR01132
No. Of Pages: -2-
From: [.0 a e Aji5
CO:
FAX#: [phone]
127 Cerdme] Drive Eztgnsion, AYil mington, N C 22405J045 Telephone [phone] Faz [phone]
An Equal Opportunity Affirmative Aenon Employer

\O�oF WAT �9QG
� r
Michael F Easley, Governor
William G Ross, Jr, Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date January 21, 2003
To. Terry Turner
Company: Saturn Development
FAX # [phone]
DWQ Stormwater Project Number- SW8 990732
Project Name- Brewster Place Phase One
MESSAGE:
Dear Mr Turner
Alan W Klimek, P E , Director
Division of Water Quality
Wilmington Regional Office
No. of Pages: 1
From- Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
The deed restrictions you submitted in response to my request of January 8, 2003, either do not
contain the required conditions as found in the permit, or are incorrect, or are not needed Please
delete Section 1 of Article VII and replace it with Permit Condition II 16 (a-d), in it's entirety,
verbatim, no exceptions
I
The condition in the deed restrictions regarding built -upon area does not contain the correct
listing of allowable types of built -upon area The words " coquina, driveways and parking
areas, but does not include raised, open wood decking or the water surface of swimming pools "
were left out of the explanation of what built -upon area is
Attached, please find a copy of the permit with the required deed restriction language Please
record an amendment which subjects all of the Brewster Place Phase One homes (including those
previously sold) to the new restrictions You will need to obtain the signatures of the owners of
those lots that are already sold in order for an amendment to apply to them (This is per the AG's
office)
The permit for the Phase Two modification will be held pending the successful resolution of this
matter
S\WQS\STORMWAT\ADDINFO\2003\990732-2 JAN03
cc Howard Resnick, P E , Hanover Design Services, 343-9941
©Nil
NC1)ENit
N C Division of Water Quality 127 Cardinal Drive Extension Wilmington, N C 28405 [phone] Fax [phone] Customer Service
800-623-7748

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
January 15, 2003
JAN 16 2003
Ms Linda Lewis
Environmental Engineer
N C Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Pond Certification / Modified Stormwater
Management Permit, Brewster Place Phase Two
NCDENR/DWQ Permit No SW8 990732 Modification
New Hanover County
HDS Project No 3888
Dear Ms Lewis
Enclosed please find one copy of the recorded deed restrictions for Phase One of Brewster Place and the draft
Restrictive Covenants for Phase Two, per your request Please call if you require any additional information
Very truly yours,
Howard Resnik, P E
Encl As noted above
cc Saturn Development
319 Walnut Street Wilmington, NC 28401 [phone]

P 1
* * * COMMUNICATION RESULT REPORT ( JAN
FILE NODE OPTION
--------------------
672 MEMOPY TX
REASON FOR ERROR
E-1) HANG UP
E-3) NO ANSW
�F9
ADDRESS (GROUP)
---------------
5-2560112
8 2003 12 41PM ) *
TTI
RESULT
-------------------
OK
* *
NCDENR WIRO
PAGE
--------------
P 1/1
LINE FAIL E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F Easley, Governor
North Carolina Department of Environment and NaturalrRe ounces
FAX COVER SHEET
Alan W IGMek, P E , Director
Division of Water Quality
Wilmington Regional Office
Date: January 8,1003 No. of Pages: 1
To: Terry Turn r From: Linda Lewis
Company: Saturn Development Water Quality Section - �Stormwater
FAX #: [phone] FAX # [phone]
i Phone # [phone]
DWQ Stormwater> roject Number: SW8 990932 Modification
Project Name: Brewster Place Phase It
MESSAGE:
Dear Mr, Turner,
Prior to issuing this modification, please submit a copy of the recorded deed restrictions for
Brewster Place, whit contain all the statements as found in Section 1116 of the permit issued to
you on May 17, 2000
s;

Michael F Easley, Governor
William G Ross, Jr, Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date- January 8, 2003
To: Terry Turner
Company: Saturn Development
FAX # [phone]
Alan W Klimek, P E , Director
Division of Water Quality
Wilmington Regional Office
No. of Pages- 1
From- Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
t, 7
DWQ Stormwater Project Number: SW8 990032 Modification
Project Name:;' Brewster Place Phase II
MESSAGE:
Dear Mr Tumer
Prior to issuing this modification, please submit a copy of the recorded deed restrictions for
Brewster Place, which contain all the statements as found in Section II 16 of the permit issued to
you on May 17, 2000
14, A
S\WQS\STORMWAT\ADDINFO\2003\990932 JAN03
cc Howard Resnick, P E , Hanover Design Services, 343-9941
A
JNCDENR
N C Division of Water Quality 127 Cardinal Drive Extension Wilmington N C 28405 [phone] Fax [phone] Customer service
800-623-7748

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
October 15, 2002
Ms Linda Lewis
Environmental Engineer
N C Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Pond Certification / Modified Stormwater
Management Permit, Brewster Place Phase Two
NCDENR/DWQ Permit No SW8 990732
New Hanover County
HDS Project No 3888
Dear Ms Lewis
Enclosed please find the following items
t OC7 6 �002
- original and one (1) copy of the completed Stormwater Management Permit Application and Wet
Detention Basin Supplements for the referenced project including the completed pond certification
forms for pond one
- $420 00 application fee
- one (1) copy of the Stormwater Management Calculations
- two (2) copies of sheets 1 through 4 entitled "Erosion and Sediment Control and Water Quality
Plan"
- two (2) copies of the "Pond As -Built' drawing for pond one
Pond one has been completed to certification standards but was not built to design configuration
Consequently, we are requesting a modification and a simultaneous certification Thank you for your
consideration of this request Please call if you require any additional information
Very truly yours,
Howard Resnik, P E
Encl As noted above
cc Saturn Development
319 Walnut Street Wilmington, NC 28401 [phone]

STORMWATER MANAGEMENT CALCULATIONS
And Water Quality Calculations
For
BREWSTER PLACE PHASE TWO
PREPARED FOR
Saturn Development Iw� C251v
e
Wilmington, NC 28403
RECEIVED
OCT 16 2002
PROJ # SGu
Pre
Howard Resnik, PE
3/zg/o
Hanover Design Services, PA
319 Walnut Street Reised ¢lll /oo
Wilmington, NC 28401
fZe✓;se� d/7-'7/00
/0///Oz

BREWSTER PLACE PHASE TWO CALCULATIONS FOR DWO:
POND 1:
Water Quality Considerations
Total area draining to pond
Paved road area (including curbing)
Built upon area per lot = 4000 sf/lot x 65 lots =
Total impervious surface area
Total non -impervious or "green" area
Required Surface Area
(7 78 x 0 98 + 12 76 x 0 2) / 20 54 = 0 495 or 49.5%
894,756 sf (20 54 acres)
78,782 sf (1 81 acres)
260,000 sf (5 97 acres)
338,782 sf (7.78 acres)
555,974 sf (12.76 acres)
From 90% TSS Removal Chart, existing depth of 6 5' and 49 5% impervious surface,
SA/DA = 2 28%
Minimum surface area = 0 0228 x 894,756 = 20,400 sf
Surface area provided at elevation 8 07 = 37,558 sf
Required 1" Storage Volume
Minimum 1" storage volume = (7 78 x 0 98 + 12 76 x 0 2) x 1/12 = 0.85 acre-ft or 37,121 cf
Exisitmgl" storage volume provided at elevation 9 03 +/- = 37,209 cf
Existing storage provided between normal pool and outlet structure weir cut = 40,190 cf

STAGE - STORAGE TABLE FOR EXISTING POND STATE STORAGE VOLUME,
EXISTING
INCREMENTAL
EXISTING
ELEVATION
AREA
VOLUME
STORAGE
(ft)
(sf)
(cf)
(cf)
(3" PVC ELEV) 807
37,558
-
817
38,082
3,782
3,782
827
38,607
3,834
7,616
837
39,133
3,887
11,503
847
39,661
3,940
15,443
857
40,190
3,993
19,436
867
40,720
4,046
23,481
877
41,252
4,099
27,580
887
41,785
4,152
31,732
897
42,319
4,205
35,937
903
42,480
1,272
37,209
(WEIR CUT ELEV) 907
42,856
2,981
40,190
EXISTING STORAGE @ ELEVATION 9 03 =
37,209 cf
EXISTING STORAGE @ ELEVATION 9.07 =
40,190 cf
STATE STORAGE DRAWDOWN:
3 "PVC ORIFICE
0 04909 SF = ORIFICE CROSS SECIONAL AREA
INCREMENTAL
ELEV
HEAD
FLOW RATE
VOLUME
TIME
TIME
(ft)
(ft)
(cfs)
(cf)
(seconds)
(days)
907
1
0 167
2,981
17,837
02
901
094
0 162
1,272
7,850
01
897
09
0 159
4,205
26,521
03
887
08
0 149
4,152
27,776
03
877
07
0 140
4,099
29,314
03
867
06
0 129
4,046
31,254
04
857
05
0 118
3,993
33,788
04
847
04
0 106
3,940
37,275
04
837
03
0 092
3,887
42,462
05
827
02
0 075
3,834
51,297
06
8 17
01
0 053
3,782
71,560
08
807
0
0
TOTAL DESIGN DRAWDOWN TIME = 4.2 days
TOTAL EXISTING DRAWDOWN TIME = 4.4 days

EXISTING POND 1 STAGE - STORAGE TABLE
STAGE -STORAGE TABLE
INCREMENTAL
TOTAL
ELEVATION
AREA
VOLUME
VOLUME
(ft)
(Sf)
(cf)
(cf)
15
4,420
-
2
6,820
2,810
2,910
3
9,517
8,169
10,979
4
12,256
10,887
21,865
5
19,737
15,997
37,862
6
25,766
22,752
60,613
7
31,184
28,475
89,088
8
37,309
34,247
123,335
807
37,558
2,620
125,955
VOLUME AT PERMANENT POOL (ELEVATION 8) = 125,955 cf

2-1/2" PVC Drawdown for Pond 2
1" storage elevation is approximately at elev 7 8
Onfice coefficient (C) = 0 6
Average head from 1" storage to onfice (h) _ (7 8 — 7) / 2 =0 4'
2-1/2" pvc cross sectional area (A) = pi x r^2 = 3 14 x (2 5 / 12)^2 = 0 0341 SF
Acceleration due to gravity (g) = 32 2 ft/s^2
Q=CA(2gh)^1/2=06x00341x(2x322x04)^1/2=01038CA
24,653 / 0 1038 = 237,406 seconds = 2.7 days
HANOVER DESIGN SERVICES, PA
319 WALNUFSTF EET
WILMWGTON NO BW

BREWSTER PLACE PHASE 11 OUTLET CONTROL:
POND 2:
i ELEV = 9 0
6" TOP ELEV = 8 5
WEIR CUT ELEV = 8 0
0 50' x 1 80' WEIR CUT STATE STORAGE ELEV = 78
PVC WSEL = 7 0
NTS
A= 128SF
(4) — 2' x 3' GRATES L = 16 9 FT
:•::l
WEIR EQUATION
Q=CLH"'
C = 3 3 for sharp crested
ORIFICE EQUATION
0 = CA 2gH
C = a6
NTS
40 FT
ELEV = 1225 CONSTRUCTED
ELEV = 12 00 SETTLED
EMERGENCY SPILLWAY
ELEV = 1100 SPILLWAY
C = 3.0 for broad crested
NTS WAMMOEMNS819 SIREE1 CES,pA
NO MM J

POND 2 STAGE - STORAGE TABLE
INCREMENTAL
ELEVATION AREA VOLUME STORAGE STORAGE
(ft) (sf) (cf) (cf) (acre-ft)
-0 5
6,227
-
0
7,236
6,732
-
-
1
9,454
8,345
-
-
2
11,802
10,628
-
-
3
14,259
13,031
-
-
4
16,866
15,563
-
-
5
19,742
18,304
-
-
6
22,896
21,319
-
-
7
29,788
26,342
-
-
8
35,131
32,460
32,460
07452
9
41,673
38,402
70,862
16267
10
47,328
44,501
115,362
26483
11
53,054
50,191
165,553
38006
12
58,850
55,952
221,505
50850
VOLUME AT
PERMANENT POOL (ELEVATION 7) =
120,263 cf
POND 2 STAGE - DISCHARGE TABLE
ELEVATION
3" PVC
WEIR
GRATES
SPILLWAY
TOTAL
(ft)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
7
-
-
-
-
-
8
024
-
-
-
024
9
033
594
-
-
627
10
041
1690
4224
-
5945
11
047
3087
11947
-
15081
12
053
4752
21949
12000
38753
HANOVER DESIGN SERVICES, PA
318 WALNUT STREET
WILM GMN NO 28401

Soil Types
Abbreviation Type and Description
Kr
Kureb Sand, I to 8 percent slopes
Ly
Lynn Haven fine sand
On
Onslow loamy fine sand
Jo
Johnston soils
Pin
Pamlico muck
Le
Leon sand
Hydrologic Grout)
HANOVER DESIGN SERVICES, P.A.
319 WALNUT STREET
WILMINGTON NO 28M

r r••
1
l
f
n
11
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er y r Y Y
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b " z • � �
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jAN-28-1996 09.19
FROM EHNR 6iILt9 REG OFFICE � TO
.,1�ft�w,OYAL
3o kOOTVEG TER
_ 21
P
3'
3.5'
4.0' ,
.A S,f r
fry
S} 0' t
5.5'
6.0'
6.5'
7.0'
10%
.9
.8
.7
.6 `'
.5
0
0
0
0
0
20 %
1.7
1.3
1.2
1.1 ` -
1.0
.9
.8
7
.6
.5
30%
25
22
19
1.8
1.6
1.5
1.3
12
1.0
9
40%
34
30
26
2.4
2.1
19
1.6
1 1.4
11
1.0
50%
42
3-7
33
3.0
27
24
2.1
18
15
13
60%
50
45
38
3.5
32
29
26
23
20
16
70%
60
52
45
41
3.7
31
29
25
21
18
80%
68
6.0
52
4.7
42
37
32
27
22
20
90%
75
6.5
58
5.3
48
43
38
33
28
1.3
100%
82
74
68
6.2
5.6
50
4.4
38
32
26
90% TSS REMOVAL
NO VEGETATED FILTER REQUIRED
DEPTR
3'
3 5'
4 0'
4.5'
5 0'
5 5'
6 0'
6 5'
7 0'
7 5'
UY2 %
10%
13
10
8
.7
6
5
.4
3
2
1
20%
24
20
18
1.7
1.5
1.4
12
1.0
9
6
30%
35
30
2.7
2.5
22
19
16
13
11
8
40%
45
40
3.5
31
2.8
25
2-1
18
14
11
50%
5 6
50
43
3.9
35
3 1
2-7
2.3
19
1-5
60%
70
60
53
4.8
43
39
34
29
2.4
19
70%
81
70
6.0
5.5
5.0
45
39
34
2.9
23
80%
9.4
8.0
7.0
6.4
5.7
52
4.6
4.0
3.4
28
90%
107
9.0
7.9
7.2
6.5
5.9
5.2
4.6
3.9
3.3
100%
12.0
100
8.8
8.1
73
66
5.8
5.1
4.3
36
Note. 171e reTmw surface area calculated from the tables is to be provided at the pe aaff�ron. /
8WNSERVICES, PA�
ET
WRhNWON NO 7d4o1

• LOCAikN MAP f
+�! � rar ro scvL f
BREWSTER PLACE
PHASE TWO POND t ► R41ev-e-
1 MASONBORO TOWNSHIP�'�
NEW HANOVER COUNTY
NORTH CAROLINA �L yrE
OWNER SANRN DEVELOPMENT C` rnN m v a3
3901 OLEANDER DRIVE
MARQUIS HILLS SUBDIVISION Lcr Dry ma Y
WILM/NGTON NC 28403 4 ;
1 p• br ND JB PG ]II JJ
210� T11' T12 r 217r 2IIt 215i 216� 21 j 218vI9
IJeY iII �
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7
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r '�, 1119I 118 107
15{ t li r i 1° u BRENSr£R PUCE
180 160 I 155 r, / t u p L• " O
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WE BLACKMON CONSTRUC77ON CO
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HANOVER DESIGN SERVICES, P A
LAND SL#nVY()RS ENGINEERS R IAh PPLLAA�NN�EAS-
318 WAIINi STREET
118.UNGTW NC 28401
NOi TO SCAIE ProNE (9I0) .HJ-eaD1
p JB89PREE+V45R
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✓ 1`r+fiz i v 30 �o- nit e,�av i

NEW HANOVER COUNTY
Engineering Department
414 Chestnut Street
Wilmington, North Carolina 284014045
TELEPHONE [phone]
Beth Easley, C.p.E.S.C.
Soil Erosion Specialist
MEMORANDUM LFEB 0 7 2001
�_ g99_o �3a-
TO Linda Lewis, Environmental Engineer
N C Dept of Environment & Natural Resources
FROM Beth Easley, Soil Erosion Specialist
New Hanover County
RE Sedimentation and Erosion Control Plan
Please review the attached plan
If you have questions, please contact this office
BE/al
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Attachment

5tP-15-00 09:41 AM
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TFT & CO.. INC.
9103952729
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TrT & Co., h1c.
1004 Eattwond Road
SWta 212
Wilnd?4t01417C 29403
(PI 0)256.1045
Fax [phone]
P.01
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AUGUST 3l, 2000
OijLr New Address woW Is
1904 Eastwood Road
Suite 212
Wihnington, NC 28403
Our New Phone Nwnber is:
(910)' 256-1045
Our, new IF, Number is:
[phone]