SW8011119_Historical File_20071207

01,
� W A TF9QG Michael F.Easley,Governor
William G.Ross Jr.,Secretary
rNorth Carolina Department of Environment and Natural Resources
y
Q Coleen H.Sullins Director
Division of Water Quality
December 7,2007 V
Ms.Jessica L. Riffle ll E lh� f r a
The Village at Mayfaire
c/o CAMS
1630 Military Cutoff Road, Suite 108
Wilmington,NC 28403
Subject: Permit No. SW8 011119Mod
The Village at Mayfaire
High Density Stormwater Project
New Hanover County
Dear Ms.Riffle:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for The Village at
Mayfaire on December 6,2007. 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
011119 dated December 7,2007,for the construction of The Village at Mayfaire.
This permit shall be effective from the date of issuance until December 4, 2012, 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
o future cmpliance 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 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings,P.O. Drawer 27447,Raleigh,NC 27611-7447. Unless such demands are made this permit shall be
final and binding.
If you have any questions,or need additional information concerning this matter,please contact Aisha Lau,or me at(910)
796-7215.
Sinc, y,
Edward Beck
Water Quality Regional Supervisor
ENB/ahl: S:\WQS\STORMWAT\PERMIT\011119Mod.dec07 .
cc: Tony Roberts,New Hanover County Building Inspections
City of Wilmington Stormwater Services
Beth E. Wetherill,New Hanover County Engineering
Wilmington Regional Office
Central Files
Mr.David Novotny, State Street Companies—via provided Fed Ex Envelope
N"gi�thnCarolina
)vatunally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterqualitLorg Fax [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycledl10%Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 011119Mod
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
The Village at Mayfaire Condominium Owners Association
The Village at Mayfaire
New Hanover County
FOR THE
construction, operation and maintenance of an alternative high density stormwater system
consisting of three wet detention storage ponds, each with a pumped discharge to a common
infiltration basin, 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 December 4, 2012, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on pages 4 and 5 of this permit, the Project Data Sheets. The wet ponds must
provide storage for the runoff from a 1.5" storm event over each individual drainage area.
3. The flow from the orifice of the wet pond must discharge into a spreader swale designed
to force a sheet flow runoff condition into the bermed infiltration area.
4. The orifice size has been designed to allow the wet ponds to draw down in 4 days,
therefore the infiltration basin has been designed to store and infiltrate a maximum
volume per day equivalent to the total volume pumped to the basin from each pond
within the first 24 hours of a 1.5" rain event.
5. The tract will be limited to the amount of built-upon area indicated on pages 4 and 5 of
this permit, and per the approved plans. The maximum total built-upon area allowed on
the site is 605,360 square feet.
6. All overflows in excess of the 1.5" design storm from the wet ponds must pass through a
2

State Stormwater Management Systems
Permit No. SW8 011119Mod
50' vegetated filter.
7. The runoff from all built-upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system, as shown on the approved
drainage area plan.
8. Within the 575'AEC, the percent impervious must be maintained at 25% or less. For the
entire Mayfaire development, the area of the AEC is 59.28 acres, and the proposed built-
upon area within the 575'AEC is 14.5 acres.
3

State Stormwater Management Systems
Permit No. SW8 011119Mod
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: The Village at Mayfaire (Infiltration Basin)
Permit Number: SW8 011119
Location: New Hanover County
Applicant: Ms. Jessica L. Riffle, President
Mailing Address: The Village at Mayfaire CondominiumOwners
Association
c/o CAMS
1630 Military Cutoff Road, Suite 108
Wilmington,NC 28403
Application Date: November 13, 2002
Receiving Stream/River Basin/Index #: Cape Fear/Howe Creek/ 18-87-23
Classification of Water Body: "SA ORW"
Design Storm: 1.5"
Infiltration Basin Depth, feet: 1
Drainage?uea, acres: 26.85
Offsite Area entering Pond, ft2: none, per engineer
Total Impervious Surfaces, ft2: 605,360
Bottom Elevation, FMSL: 27
Volume from ponds in 24 hours, ft3: 37,219
Provided Volume, ft3: 37,219
Provided Surface Area, ft2: 33,827
Temporary Storage Elevation, FMSL: 28
Type of Soil: Murville
Seasonal High Water Table Elevation: 25
Expected infiltration rate: 1" per hour
Time to draw down entire 1.5" volume: 5 days
4

State Stormwater Management Systems
Permit No. SW8 011119Mod
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: The Village at Mayfaire(Wet Detention)
Permit Number: SW8 011119
Location: New Hanover County
Applicant: Ms. Jessica L. Riffle
Mailing Address: The Village at Mayfaire Condominium Owners
Association
c/o CAMS
1630 Military Cutoff Road, Suite 108
Wilmington,NC 28403
Application Date: November 13, 2002
Receiving Stream/River Basin/Index#: Cape Fear/Howe Creek/ 18-87-23
Classification of Water Body: "SA ORW"
Design Storm: 1.5"
Pond Number: 1 2 3
Pond Depth, ft: 4 4 4.5
Drainage Area, acres: 4.6 9.7 12.55
Built-upon area, ft2: 104,416 179,580 321,364
Permanent Pool elevation, FMSL: 25 25.5 25
Permanent Pool Surface Area Provided, ft2: 11,621 23,510 28,621
Provided Storage Volume, ft3: 19,163 30,228 39,729
Excess Storage Provided, ft3: 65% 29% 39%
*Controlling Orifice pipe: 1.75" 2.5" 2.75"
*Designed to draw down the ponds over the course of 4 days.
5

State Stormwater Management Systems
Permit No. SW8 011119Mod
II. SCHEDULE OF COMPLIANCE
l. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. 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.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
8. 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.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built-upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the drainage
area.
e. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
6

State Stormwater Management Systems
Permit No. SW8 011119Mod
Erosion Control Plan approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans,prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11. 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.
12. Prior to the sale or lease of any portion of the property, the permittee shall notify DWQ
and provide the name,mailing address and phone number of the purchaser or leasee. An
access/maintenance easement to the stormwater facilities shall be granted in favor of the
permittee if access to the stormwater facilities will be restricted by the sale or lease of any
portion of the property.
13. The permittee must maintain compliance with the proposed built-upon area and ensure
that the runoff from all the built-upon is directed into the permitted system.
14. 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.
ldr. MONITORING REQU.PENMN T S
1. Instream analytical monitoring shall be conducted quarterly, concurrent with
documentation of a system inspection. In addition, instream monitoring shall be required
during four representative storm events in each year of the permit. Monitoring sites shall
be selected both upstream and downstream of the project site on Howe Creek. Monitoring
sites shall be selected by agreement between the permittee and the Division.
5. Each BMP shall be monitored. Grab samples shall be obtained at specified locations in
the BMP to demonstrate the efficiency of the practices (inflow/outflow). The sample
locations will be determined by agreement of the permittee and the Division. Monitoring
of the BMP's shall be concurrent with the instream storm event monitoring.
3 BMP samples shall consist of a grab sample of the first flush inflow and the discharge
outflow. The first flush inflow sample window is within the first 30 minutes of a
discernable inflow from a representative storm event. The discharge outflow sample
window is within the first 30 minutes of discharge from a representative storm event.
Samples must be collected in each quarter of each year of the permit.
4. Monitoring parameters shall include, at a minimum, the below-listed items, a. -h.
Additional monitoring parameters may be required later to address water quality issues in
the affected area.
a. Total Suspended Solids C. Temperature
b. Turbidity f. Conductivity
C. Fecal Coliform g. Flow
d. Dissolved Oxygen h. pH
5. All samples shall be collected from a represcntative storm event. A representative storm
event is an event that measures greater than 0.1 inches of rainfall and that is breceded by
at least 72 hours during which no storm event measuring greater than 0.1 inches has
occurred. A single storm event may contain up to 10 consecutive hours of no
7

State Stormwater Management Systems
Permit No. SW8 011119Mod
precipitation. For example, if it rains for 2 hours without producing any collectible
discharge, and then stops, a sample may be collected if a rain producing discharge begins
again within the next 10 hours. The storm event date, total rainfall and duration must be
recorded for both the storm event prior to the sampled event and the sampled event.
6. The permittee shall split samples with the DWQ for at least one sample event per year.
The permittee shall make arrangements with Regional Office staff to deliver the samples
to a State-certified lab, certified for the necessary parameters. Since Flow and
Temperature samples cannot be split, they are excluded from the split sample
requirement.
7. The use of portable meters for measuring Temperature, Turbidity,Flow,pH,Dissolved
Oxygen and Conductivity is approved, as long as "Standard Methods" are followed.
8. All sample results shall be submitted to NCDENR within 30 days of receiving the
laboratory results. All submitted data shall reference the project name, location, and
permit number. Results must be submitted to:
NCDENR-DWQ
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
A copy of the lab sampling results shall also be submitted to:
NCDENR-DWQ
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington,NC 28405.
9. The permittee may petition DWQ to have monitoring requirements modified, reduced, or
eliminated after 10 valid data points have been submitted for each BMP. The permittee
may opt to monitor more frequently than quarterly to generate the 10 required data points
from 10 different storms, as long as the data is collected over the course of at least one
full year with samples collected in each season. Modification shall be determined on a
case-by-case basis.
10. The permittee shall submit a map designating all sampling point locations, as agreed to
between the permittee and the Division.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
documentation from the 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. Responsibility for compliance with all permit conditions remains with
the Permittee until such time as the Division approves the formal permit request.
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.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
8

State Stormwater Management Systems
Permit No. SW8 011119Mod
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification,revocation and reissuance or termination does not
stay any permit condition.
7. 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.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 7th day of December, 2007.
NORTH'^ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
9

State Stormwater Management Systems
Permit No. SW8 011119Mod
The village at Mayfaire
Stormwater Permit No. SW8 011119Mod
New Hanover County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that,to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
10

State Stormwater Management Systems
Permit No. SW8 011119Mod
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built-upon area.
3. All the built-upon area associated with the project is graded such that the runoff
drains to the system.
4. The outletibypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outletibypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Tony Roberts,New Hanover County Building Inspections
City of Wilmington Stormwater Services
11

'.QATiQ Michael F.Easley,Governor
" G William G.Ross Jr.,Secretary
Cam•` North Carolina Department of Environment and Natural Resources
> �
13 "C Alan W.Klimek,P.E.Director
' Division of Water Quality
i
WATER QUALITY SECTION
COASTAL STORMWATER PERMIT NAME/OWNERSHIP CHANGF. FORM
I. CURRENT PERMIT INFORMATION: q
1. Stormwater Management Permit Number:
2. Permit Holder's Name.- k�,Q- \J%kL�. (�JZ\ Ly`
3. Signing official's Name: 1.��+ Title:
(Pierson legally�g spon,sible for pe it)
4. Mailing Address: \� I� Jl2 .
City: State: Zip: 1�-F�3
Phone: Fax: ("101 ��a 3 -1c`�
II. NEW OWNER 1 PROJECT/ADDRESS INFORMATION:
1. This request is for: (please check all that apply)
Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
fib. Name change of project (Please complete Item #5 below)
C. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
r
2. New owner's name to be put on permits A a
3. New owner's signing official's name and title:
Title: ISI
4. New Mailing Address:_ e�,
City:V.1 State: L. Zip: � 5
Phone: Flo) Dt56 ac-0-t Fax: (N\o)-Z�'�-+5 3 -19
5. New Project Name to be placed on permit:
Page 1 of 2 N%oh Caro'na
Xwmraplrl
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterqualiiy.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND THE NEW APPLICANT IN THE CASE OF A CHANGE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
I CERTIFICATION.
Current Permittee's Certification:
attest that this application for a name/ownership
change has been reviewed a4d is accurate and complete to the best of my knowledge. I
understand that if all required parts of this appli tion arc not completed and that If all required
supporting information and attachments a not included, this application package will be
returned as incomplete.
Signature: I Date:
New Applicant's Certification: (Must be completed for all transfers of ownership)
I, 7� CS33 C& [, 2A f-C , attest that this application for an ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting info ation nd attachments are not included, this application package will be
returned as in plet
Signature: Date: �A tZ ID
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Page 2 of 2

P. 01
TRANSACTION REPORT
DEC-10-2007 MON 12:51 PM �c
FOR; NCDENR 9103502004
SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
DEC-10 12:50 PM 917043723704 1'25" 10 FAX TX OK 303 lc
�K
TOTAL 1M 25S PAGES: 10
State of North Carolina
Department of Environment and Natural Resources
Wilmingtou Regional Office
Michael F.Easley.Governor William a Ross,Jr.,Secretary
FAX COVER SHEET
Date: �Z f O O No.Pages(excl.cover): -7—
To:
,,g�V ! D A From:
�TA-rF �T �a .n Pg.�J S Phone:
Co: T� y�o ? 9 f
Fax: 7 0�f 3 r7 Z7� Fax: (91 3�0
OI/ .
Act
127 Cardinal Drive Extension,Wilmington,NC 2W5•[phone]•An Equal QPPoMM4Y A$irmstjvc ion Emp lo Cry

The Village at Mayfaire Permit Transfer
Subject: The Village at Mayfaire Permit Transfer
From: "William Dresback" <[e-mail]>
Date: Thu, 6 Dec 2007 16:30:26 -0500
To: <[e-mail]>
CC: "'David Novotny"' <[e-mail]>
Aisha,
Please see attached letter and exhibits. This should satisfy your request.
Thanks,
Bill Dresback
State Street Companies - Vice President
211 East Boulevard
Charlotte, NC 28203
Phone (704) 372-3703, extension 214
Fax (704) 372-3704
Content-Type: application/pdf.
DENR Letter 12-6-07.pdf
Content-Encoding: base64
1 of 1 12/7/2007 3:49 PM

VIa email to Aiahala,rii ttcmail.net
Dccernber 6.2007
Aisha Lav
North Carolina Department of Frivironnient and Natural Resources("'DENR")
1640 Mail Service Center
Raleigh,TIC 27699-16,10
Re Transfer of Pond Permits from*[be Village:at.Mayfaire(`W ANI-)to`l-lie Village at
Mayfaire Condominium Owners' Association. Inc. (the'°Assuciuti.on")
Dear Ms. Law
'this letter is in reply to your request that TVAlti1 provide DENR with appicipriate documentation rclati%;-
to the changu in ownership of the detention ponds located at I VAi4I in order for DENR to transfer the
pond permits as refezence:d above. "I'here was no separate deed transfer po'rfurmed Since ownership ►aas
already transferred as discussed below:
■ The final condominium plat for TVAM was recorded iti New I-Rutuver County Map Book 16,
Page 219 and is attached as Er,hibit k Hie appro:xiiiiate detention pond locations are highlighted
in orange. The three ponds are located in"Limited Common Elements"m defined in the
Declaration of Condominium recorded in the New 1lanuvc.County Registry Boil(4567 Page
39l (the;"Declaration"). Pursuant to Section 5 4 of the Declaration.,the Associattoit is
4 responsible;fur the uiaintonance and repair ofComr.non E.Eements and non-exclrtsivc Limited
r ! Common Elements such as the ponds. By virtue of'public recordation,the:Common Memenr
w
. \ and tarnitcd Common Elements are added to the Condominium at varying dates rang';mg front.
Novernber 2004 through October 2006. At each of these varying ifeles,the Association assumed
,Ion` �Yf' legal title,risk of loss and the maint.enancsehepair responsibility liar the Common foments and
la non-exclusive Limited Common Elements added.
Liven though the Association assumed legal title to the Common T:lernents and Litnitcd Common
PAements as discu%L -cd above,the elements are owned by the unit owners on a percentage
interest basis pet :section 9.7 of the Declaration. E vItibit ft Presents evidence of each unit owner's
interest in the Common Elernehnts and Linute:d Common I lements. By virtue ol'unitownership,
each unit owner automatically owns a percentage interest in Common Element,and Linutc;d
Common Clements.
Also attached is recorded evidence of the terminaton ol'the mclaranl:t nnux!1 Pet-iod at Is.4ibit
C. .At the time of Li-ansfar. the unit orknets tool:control ofthe Association, including management
of Common Elements and Limited Common.l lcrneats,from the Declarant(T'VrAM),
'!here%ras no separate deed transfer performed as ownership has already been transferr;d te)the
Association and unit owners as noted above. Therefore. please ensure the permit transfer occur,as
requested. Please call me if you have any tirrther questions at 704-372-3703.e:xterrsio>n 214.
hind regards,
W.-_ ,* pr,-
�Villiani Diresback
Controller

i
I
I
l 140
MACTEC
THIRD QUARTER 2007 MONITORING REPORT
STATE STORMWATER MANAGEMENT PERMIT
FOR HIGH DENSITY DEVELOPMENT
THE VILLAGE AT MAYFAIRE—SW8 011119
WILMINGTON,NEW HANOVER COUNTY,NORTH CAROLINA
Prepared for
STATE STREET CONSTRUCTION COMPANY
Wilmington,North Carolina
Prepared by
MACTEC ENGINEERING AND CONSULTING,INC.
WILMINGTON,NORTH CAROLINA
MACTEC Project No. 6550-03-0070
November 28,2007
rn

- sf MACTEC
engineering and constructing a better tomorrow
G �November 28,2007 �(
63
North Carolina Department of Environment and Natural Resources ea
I Division of Water Quality
Stormwater and General Permits Unit
I 1617 Mail Service Center
I Raleigh,North Carolina 27699-1617
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington,North Carolina 28405
Subject: Third Quarter 2007 Monitoring Report
State Stormwater Management Permit
For High Density Development
The Village at Mayfaire-SW8 011119
Wilmington..New Hanover County,Nortb Carolina
MACTEC Project No. 6550-03-0070
i
To whom it may concern:
On behalf of State Street Construction Company, MACTEC Engineering and Consulting,
Inc. (MACTEC), is pleased to provide the Division of Water Quality Section of the North
Carolina Department of Environment and Natural Resources (DWQ) with the results of
instream analytical monitoring and storm event monitoring of the stream samples and
BMP samples for the third quarter 2007, at the Village at Mayfaire site in Wilmington,
North Carolina.
Thank you for the regulatory assistance with the Mayfaire project. If you have questions
fregarding this report or need additional information please contact us at(910)452-1185.
Respectfully submitted,
MACTEC ENGINEERING AND CONSULTING,INC.
o,- ""
���"0.
Frank Stroehmer Daniel C. Shields P.E. Q'Q��� eAAQt
f Staff Technician Senior Principal Engine �pt�icSS fd~.�'•
= SEAL s74''-
Cc: Mr. Dave Novotny, State Street Construction Company9560
s ;
9 ••FNf 1FtEFF •� •
Ci Al
MACTEC Engineering and Consulting, Inc. ,11111b"I"`
5710 Oleander Drive, Suite 110 9 Wilmington, NC 28403 • Phone: [phone] • Fax: [phone] www.mactec.com

i
The Village at Mayfaire—Monitoring Services for Permit Compliance November 28,2007
MACTEC Project No.6550-03-0070
TABLE OF CONTENTS
1.0 Introduction.....................................................................................................1
2.0 The Village at Mayfaire..........................................
2.1 Semiannual Inspection by a P.E................................................................2
2.2 Instream Analytical Monitoring................................................................2
2.3 Storm Event Monitoring...........................................................................3
I
TABLES
Table 1 Quarterly Instream Sampling Results
` Table 2 Fecal Coliform Results
i Table 3 Quarterly Storm Event Sampling Results
f
FIGURES
Figure 1 Site Location Map and Surface Water Sample Locations
Figure 2 Site Map and Sample Locations
APPENDICES
Appendix A Instream Sampling Event Field Notes and Laboratory Results
Appendix B Fecal Coliform Sampling Results
Appendix C Storm Sampling Event Field Notes and Laboratory Results
I
i

The Village at Mayfaire—Monitoring Services for Permit Compliance November 28,2007
MACTEC Project No.6550-03-0070
1.0 INTRODUCTION
The State Stormwater Management Permit issued by the DWQ has categorized the
Village at Ma sire site as "High Density Development".
g yf g tY P
The permit fo
r or the Village at Mayfaire was issued December 4, 2002, permit number
SW8 011119; this permit is set to expire December 4, 2012. Monitoring requirements are
I outlined in Section III of the permit, and include the following elements:
➢ Semiannual scheduled inspections (every 6 months) by a Professional
Engineer (P.E.) to assure that the permitted stormwater system functions at
4 optimum efficiency. These records must indicate the date, activity, name of
person performing the work and what actions were taken. These inspections
are scheduled to occur during the second and fourth quarter sampling events.
➢ Instream analytical monitoring shall be conducted quarterly (March, June,
September, and December), concurrent with documentation of a system
inspection. The collected samples are to be analyzed for total suspended
solids, turbidity and fecal coliform by a certified analytical lab; the samples
are to be field analyzed by MACTEC for dissolved oxygen, temperature,
l conductivity, flow and pH.
➢ lnstream monitoring is required during four representative storm events in
i
each year of the permit. Each BMP at the Village at Mayfaire site; three wet
detention storage ponds, shall be monitored concurrently with the instream
storm event monitoring(4 events per year). Grab samples shall be obtained at
specified locations in the BMP to demonstrate the efficiency of the practices
L (inflow/outflow). The collected samples are to be analyzed for total
suspended solids, turbidity and fecal coliform by a certified analytical lab; the
samples are to be field analyzed by MACTEC for dissolved oxygen,
temperature, conductivity, flow and pH.
➢ One sample event per year will be "split" with the DWQ. The samples will
be delivered to a State-certified lab; since flow and temperature samples
1

I
The Village at Mayfaire—Monitoring Services for Permit Compliance November 28,2007
MACTEC Project No.6550-03-0070
cannot be split,they will be excluded from the split sample requirement. The
split sample event is scheduled to occur during the March sampling event.
I
2.0 THE VILLAGE AT MAYFAIRE
This section presents the results from field activities and laboratory analysis for the
t
f Village at Mayfaire site.
l
t
2.1 Semiannual Inspection by a P.E.
Semiannual scheduled inspections are required to be performed by a Professional
Engineer (P.E.) every six months to assure that the permitted stormwater system at the
Mayfaire Town Center site functions at optimum efficiency. These inspections are
scheduled to occur during the June and December (second and fourth calendar quarters)
sampling events. No inspection was performed by a P.E. during the third quarter of 2007.
2.2 Instream Analytical Monitoring
Instream analytical monitoring is required to be conducted quarterly, concurrent with
documentation of a system inspection. Two surface water monitoring sites have been
selected after negotiation with the DWQ. On December 7, 2004, Stephanie Garrett of the
DWQ accompanied a MACTEC representative in the field to select appropriate surface
water monitoring locations. Two surface water monitoring sites have been selected on
the unnamed tributary of Howe Creek that runs through the site; one upstream and one
downstream of the Village at Mayfaire site. The surface water monitoring locations are
I
` illustrated on the attached Figures 1 and 2. Latitude and longitude coordinates were
obtained in the field by MACTEC on December 8, 2004; these coordinates are included
on Figures 1 and 2.
On August 6, 2007, MACTEC attempted to conduct the instream analytical monitoring
Levent for the third quarter of 2007 at the Village at Mayfaire site. MACTEC could not
collect the required samples due to very dry conditions of the summer months. As a
2
L

i
The Village at Mayfaire—Monitoring Services for Permit Compliance November 28,2007
MACTEC Project No. 6550-03-0070
result, the field sampling worksheet and the laboratory analytical cal data for the instream
analytical monitoring event (normally included in Appendix A as well as the results of
the sampling event usually listed in Table 1 were P 8 y ) e left blank at this time.
The classifications assigned to the waters of the State of North Carolina are based upon
existing or contemplated best usage of the various streams and segments of streams in the
basin determined through studies and evalVations'and the holding of public hearing for
consideration of the classifications. According to 15A NC-AC 02B .0311, Howe Creek is
considered a class SA Outstanding Resource Water (SA ORW) from its source to the
Intracoastal Waterway. In Howe Creek, the fecal coliform standard is based on the
median value of five readings in a 30-day period; the median value is not to exceed 14
colonies per 100 mL of water. The table showing all results of all fecal coliform
sampling for August 2007 is normally attached as Table 2; the laboratory analytical
results for the additional fecal coliform sampling events are usually included in Appendix
r
B. According to 15A NCAC 02B .0220 "violations of the fecal coliform standard are
expected during rainfall events and, in some cases, this violation is expected to be caused
by uncontrollable nonpoint source pollution"
As previously mentioned, the results of the surface water sampling event for this quarter
{ could not be determined because samples could not be collected due to very dry
conditions, therefore correlating tables are blank at this time.
t
2.3 Storm Event Monitoring
I
A representative storm event is defined as an event that measures greater than 0.1 inches
of rainfall that is preceded by at least 72 hours during which no storm event measuring
greater than 0.1 inches has occurred. Accordingthe State
to e Stormwater Management
permit, each BMP must be monitored during a representative storm event to demonstrate
the efficiency of the practices (inflow/outflow). BMP samples must consist of a grab
sample of the first flush inflow and the discharge outflow. The first flush inflow sample
window is within the first 30 minutes of a discernable inflow from a representative storm
L
3
M

The Village at Mayfaire—Monitoring Services for Permit Compliance November 28,2007
MACTEC Project No.6550-03-0070
event; the discharge outflow sample window is within the first 30 minutes of discharge
from a representative storm event. The permit requires that this storm event monitoring
be conducted quarterly (March, June, September, and December), and instream samples
(- must also be collected during this event.
On December 7, 2004, Stephanie Garrett of the DWQ accompanied a MACTEC
representative in the field to select appropriate BMP sampling locations. Although four
BMP structures exist at the Village at Mayfaire site, Wet Detention Pond 1, Wet
Detention Pond 2, Wet Detention Pond 3, and Holding Pond 4, it will only be necessary
to monitor the "outflow" structure for three of these areas. Holding Pond 4 does not have
a typical "outflow" structure; the water in this pond is pumped to the other BMPs when
the level is high using a transfer pump. It will not be necessary to collect "outflow"
samples from this location. Detention Pond 3 is comprised of 2 separate cells; the
"inflow" sampling location has been designated as the structure where the west cell flows
f
into the east (final) cell. MAC T EC will collect the "outflow" samples from the outflow
structure on each of the ponds by dipping a sample probe through the grate on the top of
the outflow box at each of the ponds. The BMP monitoring locations are illustrated on
the attached Figure 2.
A rain gauge is located on the Village at Mayfaire site; this gauge is monitored after
storm events by MACTEC. On September 20, 2007, it began to rain over 0.1 inches (a
total of 0.7 inches) at the Mayfaire site; prior to this event, a measurable amount of
rainfall (equal to or greater than 0.1 inches) had not been recorded since September 17,
2007 (0.7 inches). Samples were collected from the outflow structures at each of the four
{ BMPs. Samples were collected from the inflow structures at all four of the BMPs.
L MACTEC did not go to each of the surface water sample locations, which includes Howe
Creek Upstream and Downstream because both sampling points were dry. The collected
samples were analyzed for dissolved oxygen, temperature, conductivity, flow, and pH.
d
Samples for total suspended solids, turbidity, and fecal coliform were collected in
4

The Village at Mayfaire—Monitoring Services for Permit Compliance November 28,2007
MACTEC Project No.6550-03-0070
Ilaboratory prepared bottles, placed in an ice-filled cooler, and hand-delivered to
F
Environmental Chemists,Inc., in Wilmington,North Carolina for analysis.
F
The field sampling worksheet and the laboratory analytical data for the storm monitoring
event are included in Appendix C. The results of the sampling event are also listed in
Table 3.
IWater quality standards exist for the surface water samples collected from Howe Creek;
however, no formal standards are established for the pond discharges. It should be noted
that these ponds are used as a habitat by Canadian Geese and other waterfowl native to
the site area; it is expected that fecal coliform readings will be significantly elevated in
the ponds.
f
As illustrated on the tables,the results of the storm sampling event for September 20,
2007 show fecal coliform levels for ull locations sampled to be out of compliance with
i the 15A NCAC 2B standards. It should also be noted that levels were high for all Pond
Inflow locations with readings of>60,000 colonies/100 ml water. The results exceed the
15ANCAC 2B standard of 14 colonies/100 mL water. (Please note the standard is based
on 5 readings during a month.) Dissolved Oxygen for all locations sampled were also out
of compliance except for Pond 1 Inflow and Pond 2 Inflow. It is assumed that dissolved
oxygen levels were low due to increased water temperatures as a result of the hot dry
weather and low rainfall commonly experienced this time of year.
L__
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'� •fir. $ ♦ 1-?�, •�.� - . �� � F�� =` ;l ��h `7,�di
�`'+'tlt.:,y •. �HOWE CREEK UPSTREAM
N 340 14.979'
' W 770 49.836' I �h
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HOWE CRIELK UUWNSTREAM
N 34014.899' J
W 770 49.791'
'V ,
Y� ;i.f i✓ Via.'., 1 � .,,,� ♦ i, 1 •w �
� `„ �I 'Y! � ��, ,� °' �'L ..!�.,� �' „tit y•
• �r�.r�_L' � �.`� � �� �- fir .-�,
9 ^ram •� ' Sf 1 � '"•Y' �. .•
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Source:USGS Topographic Map,Wrightsville Beach,North Carolina Quadrangle,1970
0 2000' 4000'
MACTEC
APPROX. SCALE IN FEET
SITE LOCATION MAP AND DRAWN: KAT DATE: 4121/05
LSURFACE WATER SAMPLE LOCATIONS APPROVAL: SCALE: AS SHOWN
p THE VILLAGE AT MAYFAIRE DATE: JOB#: 6550-03-0070
L
WILMINGTON,NORTH CAROLINA IFIG. NO. 1 t
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THE VILLAGE AT MAYFAIRE
INSTREAM ANALYTICAL MONITORING
QUARTERLY EVENT
MACTEC PROJECT NUMBER: 6550-03-0070
Concurrent with documentation of a system inspection
{ Howe Creek Upstream
TSS sample collection,time
Turbidity sample collection time
Fecal Coliform sample collection time
DO Z mg/L
Temperature C
Conductivity mS/cm
Flow MPH
pH c.
Howe Creek Downstream
TSS sample collection time
Turbidity sample collection time
kFecal Coliform sample collection time
DO Z mg/L
r Temperature a C
(l Conductivity CO) mS/cm
Flow MPH
pH ma
I
Samples for TSS,turbidity, and fecal coliform collected and hand delivered to Environmental Chemists in Wilmington,
North Carolina for analysis. Samples not collected at this time due to dry conditions.
l
Date: 8/6/2007
Time: 1100
Sample collection attempted by: Frank Stroehmer
Meter Calibration information:
Horiba U-10,Unit ID#M014-12
Autocalibration solution lot#6612 exp.2119108
Autocallbrated prior to use with pH 4.0,0.0 NTU,4.49 mS/cm solution
f Calibration before event on 816107 read pH 4.01,Conductivity 4.48 mS/cm,DO 6.92 mg/L,Temperature 23A°C
1 After event check on 8l6/07 read pH 3.98,Conductivity 4.47 S/cm,DO 7.37 mg/L,Temperature 23.8°C
i[ Global Water FP101 Global Flow Probe,Serial#40215
Calibrated at the warehouse prior to shipment
Prepared by: FLS 10/22/07
Checked by: MAH 11/2/07
i_
I

i
i
i

Environmental Chemists, Inc.
r 6602 Windmill Way • Wilmington,NC 28405
I [phone](Lab) • [phone](Fax)
® 710 Bowsertown Road•Manteo,NC 27954
(' [phone]
11 ANALYTICAL&CONSULTING
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
I
Customer.
lMACTEC Engineering& Consulting Date of Report: October 4,2007
5710 Oleander Drive, Suite 110
Wilmington,IBC 29401 Purchase Order#:
Attn:Frank Steer
Report Dumber: 7-9057
REPORT OF ANALYSIS
Date Sampled: 09/20/07 Report To: Frank Stroehmer
Sampled By: Frank Stroehmer,Marlo ffitEiz
WATER: Village at Alayfaire
,, , ,,,, Fecal Coliform, ,,,,urbi '1�T'*'i.T Total Suspended
LSample Colonies/160 mL Solids,TSS mg/L
DPl inflow 420717 >60,000 est. 5.9 8
DP1 Outflow #20718 3,900 6.2 6
DP2 Inflow #20719 >60,000 est. 4.3 4
r DP2 Outflow #20720 1,.182 5.6 6
DP3 inflow #20721 >60,000 est: 4.4 3
I
DP3 Outflow #20722 1,091 3.6 3
HP4 inflow #20723 >60,000 est. 13.5 21
BP4 Outflow #20724 1,546 10.5 7
Method Code SM 9222 D SM 2130 B SM 2540 D
Detection Limit 1.0 0A 3
LDate Analyzed 91,20/07 9/2V07 9/26/07
Comments:
R
Reviewed by: /
L

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APPENDIX C
L
L .

THE VILLAGE AT MAYFAIRE
STORM EVENT MONITORING
QUARTERLY EVENT
MACTEC PROJECT NUMBER: 6550-03-0070
Event that measures greater than 0.1 inches of rainfall and is preceeded by at least 72-hours during which no
storm event measuring greater than 0.1 inches has occurred.
Howe Creek Upstream Detention Pond#2-OUTFLOW
TSS sample collection time TSS 1109 sample collection time
Turbidity a sample collection time Turbidity 1109 sample collection time
Fecal Coliform sample collection time Feral Coliform 1109 sample collection time
DO mg/L DO 3.96 mg/L
Temperature o °C Temperature 24.0°C
Conductivity m ms/cm Conductivity 0.088 mS/cm
Flow MPH Flow 0.0 MPH
PH o pH 8.37
Howe Creek Downstream Detention Pond#3-INFLOW (where 3E flows to 3W)
TSS sample collection time TSS 1015 sample collection time
Turbidity v sample collection time Turbidity 1015 sample collection time
Fecal Coliform { sample collection time Fecal Coliform 1015 sample collection time
DO ° mg/L DO 4.91 mg/L
Temperature o °C Temperature 23.6°C
Conductivity m ms/cm Conductivity 0.037 mS/cm
Flow. 9 MPH Flow 0.0 MPH
pH '" pH 7.52
Detention Pond#1-INFLOW Detention Pond#3-OUTFLOW
TSS 955 sample collection time TSS 1117 sample collection time
Turbidity 955 sample collection time Turbidity 1117 sample collection time
Fecal Coliform 955 sample collection time Fecal Coliform 1117 sample collection time
DO 5.65 mg/L DO 3.70 mg/L
Temperature 23.6 °C Temperature 23.7 °C
Conductivity 0.054 mS/cm Conductivity 0.068 ms/cm
Flow 1.0 MPH Flow 0.0 MPH
PH = .77.63 pH 7.90
Detention Pond#1-OUTFLOW Holding Pond#4-INFLOW
TSS 1058 sample collection time TSS 1022 sample collection time
Turbidity 1058 sample collection time Turbidity 1022 sample collection time
Feral Coliform 1058 sample collection time Fecal Coliform 1022 sample collection time
DO 3.36 mg/L DO 3.83 mg/L
Temperature 23.5°C Temperature 23.7°C
Conductivity 0.075 mS/cm Conductivity 0.058 ms/cm
Flow 0.0 MPH Flow 0.0 MPH
PH 7.80 pH 8.19
Detention Pond#2-INFLOW Holding Pond#4-OUTFLOW (only to be sampled if pumping)
TSS 1005 sample collection time TSS 1123 sample collection time
Turbidity 1005 sample collection time Turbidity 1123 sample collection time
Fecal Coliform 1005 sample collection time Fecal Coliform 1123 sample collection time
DO 5.24 mg/L DO 3.59 mg/L
Temperature 23.4 °C Temperature 23.8°C
Conductivity 0.087 mS/cm Conductivity 0.063 mS/cm
Flow 2.0 MPH Flow 0.0 MPH
PH 7.73 pH 7.07
Samples for TSS,turbidity,and fecal coliform collected and hand delivered to Envommental Chemists in Wilmington,North Carolina for analysis.
Date: 9120107
Time: 955
Samples collected by: Frank Stroehmer and Mario Hitriz
Meter Calibration information:
Horiba U-10,Unit ID#M014-12
Autocalibration solution tot#5612 exp.2119/08
Autocallbrated prior to use with off 4.0,0.0 NTU,4.49 mStern solution
Calibration before event on 9120/07 reads pH 4.01,Conductivity 4.49 mS/cm,DO 6.75 mg/L,Temperature 24.9°C
After event check on 9120107 reads pH 4.0,Conductivity 4.48 mS/cm,DO 6.66mg/L,Temperature 24.4°C
Global Water FP101 Global Flow Probe,Serial#40215
Calibrated at the warehouse prior to shipment
L Prepared by: FLS 10/221117
Checked by: MAH 11/2/07
L

r
I
Environmental Chemists, Inc.
6602 Windmill Way • Wilmington,NC 28405
0 [phone](Lab) • [phone](Fax)
710 Bowsertown Road•Manteo,NC 27954
{� [phone]
I ANALYTICAL&CONSULTING
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
r
Customer.
MACTEC Engineering& Consulting Date of Report: October 4,2007
5710 Oleander. Dive, Suite 110
Wilmington,NC 28401 Purchase Order#:
Attn: Fra*Stroehmer
Report Number: 7-9057
REPORT OF ANALYSIS
fDate Sampled: 09/20/07 Report To: Frank Stroehmer
` Sampled Frank Strc�,Marlo ffitriz
WATER: Village at Mayfaire
Decal Coliform,.. Total Suspfad�ed
Sample ID . Lab Colonies/180 MI.Lab N Solids,TSS mg/L
DPI inflow #20717 >60,000 est. 5.9 8
DPI outflow #20718 3,900 6.2 6
DP2 Inflow #20719 >60,000 est. 4.3 4
DP2 Outflow #20720 1,182 5.6 6
DP3 Inflow #20721 >60,000 est. 4.4 3
IDP3 Oallttflow #20722 1,091 3.6 3
i BP4 Inflow #20723 >60,000 est. 13.5 21
I BP4 Outflow #20724 1,546 10.5 7
Method Code SM 9222 D SM 2130 B SM 2540 D
Detection Limit 1.0 0A 3
._. Date Analyzed 9I20/07 9/21/07 9/26/07
Comments:
n
Reviewed by: / I,
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North Carolina Secretary of State Page I of 1
tj., JA North Carolina
r
-T, RT ME N
Or T1 I E
Elaine F. Marshall
Secretary ECRETARYor Ti
PO Box 29622 RIleijo,NC 23626-0622 (9!Sj)807-2000
Date: 12/4/2007
C.C., Is F:O:-,. Click here to:
_-_j.-c.I oy )r�Atz n View Document Filings I
r. r
Corporation Names
oi..i FA0 Name Name Type
n .!:Is J -v,n FA,'.
NC THE VILLAGE AT
tlrac MAYFAIRE CONDOMINIUM Legal
IF. 'jtjc:j r,ts
OWNERS ASSOCIATION, INC.
Non-Profit Corporation Information
T. SOSID: 0745484
AOLAI. Status: Current-Active
Date Formed: 9/28/2004
Citizenship: Domestic
A.
-
State of Inc.: NC
Duration: Perpetual
Registered Agent
tit
Agent Name: Vetter, Ron
ONL,Nia Registered Office Address: 644 Village Park Drive, Unit 208
Wilmington NC 28405
Registered Mailing Address: 644 Village Park Drive, Unit 208
Wilmington NC 28405
Principal Office Address: 644 Village Park Drive, Unit 208
Wilmington NC 28405
Principal Mailing Address: 644 Village Park Drive, Unit 208
Wilmington NC 28405
L ';it
For questions or comments about the Secretary of StaLe's v.,eb 51te, pleas.= send e-mail to Webmaster.
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=6532295 12/4/2007

The Village at Mayfaire Stormwater Permit Transfer
Subject: The Village at Mayfaire Stormwater Permit Transfer
From: "David Novotny" <[e-mail]>
Date: Thu, 29 Nov 2007 08:39:37 -0500
To: "Linda Lewis" <[e-mail]>
Hi Linda,
I wanted to touch base and see if you had an opportunity to process the storm water transfer request
from The Village at Mayfaire (Developer)to the Homeowners Association. The white binder I submitted
is tabbed and includes the four additional items you requested in order to complete the transfer.
Please let me know if I can do anything to facilitate the transfer before your departure. I will be in
Wilmington on Monday and can stop by and pick up a copy of the new permit.
Thank you very much for your time.
David Novotny
Vice President
State Street Companies, Inc.
211 East Blvd
Charlotte, NC 28203
704-372-3703 x210
1 of 1 11/29/2007 8:43 AM

The Village at Mayfaire-Stormwater Permit Transfer
Subject: The Village at Mayfaire- Stormwater Permit Transfer
From: "David Novotny" <[e-mail]>
Date: Mon, 19 Nov 2007 10:30:22 -0500
To: "Linda Lewis" <[e-mail]>
Ms Lewis,
My name is David Novotny and I work for the developer of The Village at Mayfaire Condominium Project
in Wilmington, NC. Last Tuesday, November 13, 2007, 1 hand delivered a stormwater permit transfer
resubmittal package (white binder)to your attention at DENR's office in Wilmington, NC requesting
transfer of the stormwater permit from The Village at Mayfaire, LLC (the developer)to The Village at
Mayfaire Condominium Owners Association.
The initial request for transfer was returned to me with correspondence from you stating four criteria
were required to be addressed before the permit would be transferred. Your comments have since been
addressed and supporting documentation, along with a copy of your letter, are included and individually
tabbed in the binder delivered to you.
It is my understanding that you are scheduled to be out of the office beginning in early December. I
have communicated to the Association, which recently elected a new Board of Directors comprised of
unit owners, that the resubmittal has been delivered to DENR. Since our request for transfer is a
resubmittal (vs. a new submittal), would you or a member of your staff review and process the
resubmittal prior to your departure.
The Association and the developer would appreciate compieting the transfer in 2007.
Thank you.
David Novotny
1 of 1 11/19/2007 11:51 AM

STATE OF NORTH CAAROLIfti A
COI JN*rY OF NEW HAVOVER
1'Eti,1~r11 NATION OF DECLARANT CONTROL PERIOD
FOR THE VILLAGE AT MAYFAIRE C;ONMOMIN ILAI
Pursuant to the provisions of Chapter 47C of the North Carolina General Statutes,entitled
tltc:"North Carolina Condutninium Act," (the`"Aur)(in!h.is%hc i wh day of Novombcr.2006,The
Village at Mayfaire, I1LC, a North Carolina limited liability company {``DecLsratu") declares as
follows.
BACKGROUND STATEMENT
Declarant is tbc; developer of those parcels of real vslm;.: containitig. in th,: aggregate,
approximately 30_06 acres, located in the City of Wilmington, New 11:,.nuvc:r County, North
Carolina (the "Land), and more: particularly described in the Declaration of Condominium for
Tiw Village at Mayfairc Condominiumr.("Ueclaration"),registered with the New Hanover County
Register of Dods on Novembcr 15. 2004, Rook 4567, pages 391 through 426, as ;cmerided.
Declarant has constructed on the Land two hundred four(204) residential ecndurrtnitun units antd
one building containing common amenities for the use of the con&rniniurn -unit owners.
Declarant has a1.so constructed on the band other common amenities, such at, sidewalks,
driveways, landscaped ateas, a pool, a carwash facility, tennis cotuts and other improvements.
The Land acid d L improvements located thereon are subject to the Act, and collectiv�:iy fum..The
Village at Mayf rim Condominium f"TVAM").
The Village at Ma-yOire Condominium f)wtters Association. Inc ("Association") is a
nonprofit corporation governed by the Declaration.Articles ofIncorporation filed with the North
Carolina Secretary of State on September 28, 2004, and by Bylaws of The Village at Mayfaixe
Condomnium Association, Inc. Section 1.13 of the Declaration defines the "Declarant Conux)l
Period" for TVAM. As of the date of this Termination, 142 of 204, or approximat-ly Seventy
(70) pereent, of the completed units in TVAM have been conveyed. Notwithstanding `icrttcn
1.13 of the Declaration, lath the Declarant and the Amowation agree to a permanent temaination
of the'.Declarant Control Period" before seventy-five (75) percent of the total.numbcr of units
have been conveyed.
TERMINATION OF DL✓CLAItANT CON rR01.PERIOD
NOW,T'R RF.FORE,at 11:59 p.m. on Novonher 18, 2000,the Mclarant,in a-grcctrcm,
with and by consent of the Associalion. hereby pcusnanently terminates the "Declarant Cotattol
P=i od."

IN WITNF,SS WHEREOF, the Declarant and the Association have executed this
TFRMINATION OF DECLARANT CONTROL PERIOD the day and year first.abcwe wTitteu.
THE VILLAGE AT MAYFAM
CO'NDOMINIIIM OWNERS ASSOCIATION,
INC.
Q. i-=r ,7'aesident
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
that a Notary Public for said County and State, do hereby certify
— � 4— of The Village at Mayfaire
Condominium Owners Association, Inc., personally appeared before me on this clay ad
a zawledged the due execution of the foregoing instrument on behalf of the corporation.
WITNESS my hand and official seal., this the 2_day of N�h . .2006.
Gilt No Public �
cnmrn-1-531 n CXpy«,: 5114 10+
ae M
ou
trstltl�ln��»'�

THI VILLAGE AT JVAYF,,AlRF, U.C.
A North Carolina limited liability ccrtnpally
BY State Street, .LLC. a North Carolina limited liability
ccsmparry,Its Sole Member
By* State Stre;ct Companies, 1 c., a North Carohrul
e417pora#ion,its Manager
13y:
STATE OF NORTH CAROLINA
COUNTY GF MECKLENBURG
I,.' 6"-"e- R,'A 761("Re . a Nlntary Public fiat said County and State,do herrby
certify thatv� Woya — 1 �'- Sf r17e of State Street Companies,
Inc., a North Carolina ctlrparation, the Manager of State Street, LLC, a North Carolina Imumd
Liabiltty eonValry, Which Is the sole member of THI3 VI1.LA0F AT MAYFAIRE, LL.C, a North
Carolina Limited liability company,PcrsonallY appeared before me on this day and acknaWler3 ci
the
due execution of the foregoing instrument on behalf of the corporation. as Manager of the
limited liability company.
'WITNESS my hand and official seal,this the /` "4 day of_/7l. r,77b f _
.—_ 006.
hlotary Public
llwlw�►l+
+�tttttt►
W(�Sk 34 792 724 1

• 2&3 BEDROOM
LUXURY CONDOMINIUMS
25-SEAT MOVE
Lrl-�—
• JUNIOR OLYMPICSIZE
POOLV=LAPLANE November 12,2007
• OUTDOOR Linda Lewis
HEATED SPA North Carolina Department of Environment and Natural Resources("NCDENR")
Division of Water Quality
• 127 Cardinal Drive Extension
CONCIERGE Wilmington,NC 28405
SERVICES
Re: Transfer of Stormwater Permit
• LIGHTEDTENNIS The Village at Mayfaire
COURTS Stormwater Project#SW8011119
• AEROBICS&YOGA Dear Ms.Lewis:
RDOM This correspondence is in response to your December 7,2006 letter,a copy of which is attached hereto
at Exhibit A,and serves to satisfy NCDENR remaining requirements relative to the requested permit
• 74-HOURCARDI0 transfer from The Village at Mayfaire,LLC("TVAM")to The Village at Mayfaire Condominium
CENTER Owners Association(the"Association").
• WEIGHTLIFTING The following exhibits are provided in response to items 1-4 of your letter:
AREA 1. Exhibit B—Ownership change form with original signatures.
2. Exhibit C—Correspondence from the Association documenting Jessica Riffle as President.
• BUSINMCUNIER Please note I was formerly President of the Association until November 18,2006. Jessica
Riffle is the current President of the Association. Her signature is included on Exhibits B&
• GREAT ROOM E.
3. Exhibit D—Current Designer's Certification.
• BILLIARDS ROOM 4. Exhibit E—Signed,dated and notarized maintenance procedures for each wet detention basin
and infiltration area.
• CULINARY Also per your request,I have included documentation at Exhibit F naming myself as Vice President of
CATERING N State Street Companies. State Street Companies,Inc.is Manager of TVAM.LLC.(Note:Michael
Kavanaugh is no longer with our company.)
• CONFERENCE
In addition to mailing the Association the stormwater permit identifying the Association as the current
Roots permit holder,please enclose a copy in the preaddressed FedEx envelope for our records.
• GAMING ROOM We appreciate your attention to this matter as time is of the essence. If you have any questions please
call me at 704-372-3703 extension 210.
• CAR CARE
CENTER Very truly yours,
The Village at Mayfaire,LLC
• POOLSIDEGAS By: State Street Co parries, ., ' 's y
BARBRCUE GRI L / yy pp�� �/ r ..
NOV
• PICNICPAVILION David Novotny
Vice President B�f;
ACCESSTO
TOWN CENTER enclosures: Exhibits A-F
6814 MAYFAIRE CLUB DRIVE.•WILMINGTON,NORTH CAROIANA 28405 •PHONE: [phone] •TOI.i.FRFF:877-971-9771 •FAX: [phone]
WEBSITE: WWW.THEVILLAGEATMAYFAIRF,.COM

CAMS
COMMUNITY ASSOCIATION
MANAGEMENT SPECIALISTS
November 12, 2007
Linda Lewis
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington,NC 28405
Re: Transfer of Stormwater Permit
The Village at Mayfaire
Stormwater Project#SW8011119
Dear Ms. Lewis:
In order to transfer the above referenced permit from The Village at Mayfaire, LLC
("TVAM") to The Village at Mayfaire Condominium Owners Association, Inc. (the
"Association"), you requested documentation relative to elected Association officers.
The election occurred on 10/22/07, and the minutes are not yet available. This letter shall
serve as wrtten documentation that Jessica RiMe was elected as the Association's
President on 10/22/07.
If you have any questions or need further information,please contact me at 910-256-3792
extension 1318.
Very truly yours,
Community Association Management Specialists, Inc.
Manager for: The Village at Mayfaire Condominium Owners Association
Maura Appler
Community Manager
cc: David Novotny
WILMINGMN
SQUTHPORT ll3nanawlFK f;firl
1630 Military Cutoff Rd.suite 1 OR
3960 Executive Park Blvd.Suite 8
Wilmington,NC 28403 www.camsmgt.com Southport,NC 28461
TEL:[phone] TEL:[phone]
FAX:[phone] FAX:[phone]
Email:[e-mail] Email:camsbc@camsmgtcom

1-
1 �ECEI'tTE�
AUG 10 2007
BY:
AMACT C
I
l
SECOND QUARTER 2007 MONITORING REPORT
STATE STORMWATER MANAGEMENT PERMIT
FOR HIGH DENSITY DEVELOPMENT
THE VILLAGE AT MAYFAIRE—SW8 011119
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
i Prepared for
1 STATE STREET CONSTRUCTION COMPANY
Wilmington,North Carolina
Prepared b
P Y
MACTEC ENGINEERING AND CONSULTING, INC.
WILMINGTON,NORTH CAROLINA
MACTEC Project No. 6550-03-0070
August 14,2007
1 .
1
L
L

MACTEC
engineering and constructing a better tomorrow
August 14, 2007
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater and General Permits Unit
1617-Mail Service Center
Raleigh,North Carolina 27699-1617
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington,North Carolina 28405
Subject: Second Quarter 2007 Monitoring Report
State Stormwater Management Permit
For High Density Development
The Village at Mayfaire—SW8 011119
Wilmington,New Hanover County,North Carolina
MACTEC Project No. 6550-03-0070
To whom it may concern:
r
On behalf of State Street Construction Company, MACTEC Engineering and Consulting,
Inc. (MACTEC), is pleased to provide the Division of Water Quality Section of the North
Carolina Department of Environment and Natural Resources (DWQ) with the results of
instream analytical monitoring and storm event monitoring of the stream samples and
BMP samples for the second quarter 2007, at the Village at Mayfaire site in Wilmington,
North Carolina.
Thank you for the regulatory assistance with the Mayfaire project. If you have questions
regarding this report or need additional information please contact us at(910)452-1185.
Respectfully submitted,
MACTEC ENGINEERING AND CONSULTING,INC.
&'� C 44k
qu��q
f=�&Stro�ehmer Daniel C. Shields, P.E. '��
CA Rd"
Staff Technician � �••••�R0�4'••
Principal Engineer A. �t�ESSI � '•. .�
Cc: Mr. Dave Novotny, State Street Construction Company = g E A L �^
c;• 9560
MACTEC Engineering and Consulting, Inc.
1 5710 Oleander Drive, Suite 110 • Wilmington, NC 28403 • Phone: [phone] • Fax: [phone] www.mactec.com

i
The Village at Mayfaire—Monitoring Services for Permit Compliance August 14,2007
MACTEC Project No. 6550-03-0070
TABLE OF CONTENTS
1.0 Introduction.....................................................................................................I
2.0 Y he`pillage at Mayfaire..................................................................................2
2.1 Semiannual Inspection by a P.E................................................................2
2.2 Instream Analytical Monitoring................................................................2
E2.3 Storm Event Monitoring...........................................................................4
TABLES
Table 1 Quarterly Instream Sampling Results
[ Table 2 Fecal Coliform Results
! Table 3 Quarterly Storm Event Sampling Results
F
F41GURES
i
Figure 1 Site Location Map and Surface Water Sample Locations
Figure 2 Site Map and Sample Locations
APPENDICES
Appendix A Instream Sampling Event Field Notes and Laboratory Results
r Appendix B Fecal Coliform Sampling Results
ll Appendix C Storm Sampling Event Field Notes and Laboratory Results
L.
I
L
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The Village at Mayfaire—Monitoring Services for Permit Compliance August 14,2007
MACTEC Project No.6550-03-0070
1.0 INTRODUCTION
The State Stormwater Management Permit issued by the DWQ has. categorized the
Village at Mayfaire site as "High Density Development".
The permit for the Village at Mayfaire was issued December 4, 2002, permit number
SW8 011119; this permit is set to expire December 4, 2012. Monitoring requirements are
outlined in Section III of the permit, and include the following elements:
➢ Semiannual scheduled inspections (every 6 months) by a Professional
Engineer (P.E.) to assure that the permitted stormwater system functions at
optimum efficiency. These records must indicate the date, activity, name of
person performing the work and what actions were taken. These inspections
are scheduled to occur during the second and fourth quarter sampling events.
➢ Instream analytical monitoring shall be conducted quarterly.(March, June,
September, and December), concurrent with documentation of a system
inspection. The collected samples are to be analyzed for total suspended
solids, turbidity and fecal coliform by a certified analytical lab; the samples
are to be field analyzed by MACTEC for dissolved oxygen, temperature,
conductivity,flow and pH.
➢ Instream monitoring is required during four representative storm events in
each year of the permit. Each BMP at the Village at Mayfaire site; three wet
detention storage ponds, shall be monitored concurrently with the instream
storm event monitoring(4 events per year). Grab samples shall be obtained at
specified locations in the BMP to demonstrate the efficiency of the practices
(inflow/outflow). The collected samples are to be analyzed for total
suspended solids,turbidity and fecal coliform by a certified analytical lab; the
samples are to be field analyzed by MACTEC for dissolved oxygen,
temperature, conductivity, flow and pH.
➢ One sample event per year will be "split" with the DWQ. The samples will
be delivered to a State-certified lab;' since flow and temperature samples
P:IProjectslCL1ENTYState Street(Village at Mayfaire)10wrterly Reports1200712nd Quater 2007L?nd gtr 2007 report.doc 1

i
The Village at Mayfaire—Monitoring Services for Permit Compliance August 14,2007
MACTEC Project No.6550-03-0070
cannot be split, they will be excluded from the split sample requirement. The
r split sample event is scheduled to occur during the March sampling event.
2.0 THE VILLAGE AT MAYFAIRE
This section presents the results from field activities and laboratory analysis for the
Village at Mayfaire site.
2.1 Semiannual Inspection by a P.E.
On July 2, 2007, Daniel C. Shields (licensed Professional Engineer in the state of North
Carolina) conducted an inspection of the stormwater system in operation at the Village at
Mayfaire site. During the inspection, the system was observed to be operating as
intended and no maintenance or corrections were necessary at this time, other than items
t
included on the weekly reports.
l - -
�' 2.2 Instream Analytical Monitoring
Instream analytical monitoring is required to be conducted quarterly, concurrent with
documentation of a system inspection. Two surface water monitoring sites have been
selected after negotiation with the DWQ. On December 7, 2004, Stephanie Garrett of the
DWQ accompanied a MACTEC representative in the field to select appropriate surface
water monitoring locations. Two surface water monitoring sites have been selected on
the unnamed tributary of Howe Creek that runs through the site; one upstream and one
downstream of the Village at Mayfaire site. The surface water monitoring locations are
illustrated on the attached Figures 1 and 2. Latitude and longitude coordinates were
obtained in the field by MACTEC on December 8, 2004; these coordinates are included
on Figures 1 and 2.
L
On April 30, 2007, MACTEC went to the Village at Mayfaire site to conduct the instream
analytical monitoring event for the second quarter of 2007. MACTEC went to each of
the two pre-determined surface water sample locations, and collected samples to be field
L
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i
The Village at Mayfaire—Monitoring Servicesfor Permit Compliance August 14,2007
MACTEC Project No.6550-03-0070
Ianalyzed for dissolved oxygen, temperature, conductivity, flow, and H. Unfortunately
Y
(` samples for the Howe Creek Upstream location could not be acquired due to very dry
weather conditions. Howe Creek Downstream was the only location sampled at this time.
Samples for total suspended solids, turbidity, and fecal coliform were collected in
laboratory prepared bottles, placed in an ice-filled cooler, and hand-delivered to
Environmental Chemists, Inc., in Wilmington,North Carolina for analysis.
The field sampling worksheet and the laboratory analytical data for the instream
analytical monitoring event are included in Appendix A. The results of the sampling
fevent are also listed in Table 1.
The classifications assigned to the waters of the State of North Carolina are based upon
existing or contemplated best usage of the various streams and segments of streams in the
basin determined through studies and evaluations and the holding of public hearing for
consideration of the classffiications. According to 15A NCAC "v2B .0311, Howe Creek is
considered a class SA Outstanding Resource Water (SA ORW) from its source to the
Intracoastal Waterway. In Howe Creek, the fecal coliform standard is based on the
median value of five readings in a-30-day period; the median value is not to exceed 14
colonies per 100 mL of water. The table showing all results of all fecal coliform
sampling for February 2007 is attached as Table 2; the laboratory analytical results for the
additional fecal coliform sampling events are included in Appendix B. According to 15A
NCAC 02B .0220 "violations of the fecal coliform standard are expected during rainfall
events and, in some cases, this violation is expected to be caused by uncontrollable
nonpoint source pollution"
As illustrated on the tables, the results of the surface water sampling event for April 30,
2007 show the unnamed tributary of Howe Creek Downstream that runs through the
Mayfaire site to be out of compliance with the 15A NCAC 2B standards, except for pH.
Howe Creek Upstream was dry and therefore not sampled as previously mentioned. The
water level at this sampling point was very low and appeared to be very stagnant on the
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1 The Village at Mayfaire—Monitoring Services for Permit Compliance August 14,2007
rMACTEC Project No.6550-03-0070
I sampling date. As seen on Table 2, fecal coliform results for the downstream sampling
location was clearly out of range with 37 colonies / 100 mL of water. The downstream
median value for April 2007 was 110 colonies / 100 mL water. Only one of the five
sampling dates,April 23, 2007,had acceptable fecal coliform values.
2.3 Storm Event Monitoring
A representative storm event is defined as an event that measures greater than 0.1 inches
of rainfall that is preceded by at least 72 hours during which no storm event measuring
greater than 0.1 inches has occurred. According to the State Stormwater Management
permit, each BMP must be-monitored during a representative storm event to demonstrate
the efficiency of the practices (inflow/outflow). BMP samples must consist of a grab
Isample of the first flush inflow and the discharge outflow. The first flush inflow sample
window is within the first 30 minutes of a discernable inflow from a representative storm
Ievent; the discharge outflow sample window is within the first 30 minutes of discharge
from a representative storm event. The permit requires that this storm event monitoring
be conducted quarterly (March, June, September, and December), and instream samples
must also be collected during this event.
On December 7, 2004, Stephanie Garrett of the DWQ accompanied a MACTEC
representative in the field to select appropriate BUT sampling locations. Although four
BMP structures exist at the Village at Mayfaire site, Wet Detention Pond 1, Wet
Detention Pond 2, Wet Detention Pond 3, and Holding Pond 4, it will only be necessary
to monitor the "outflow" structure for three of these areas. Holding Pond 4 does not have
a typical "outflow" structure; the water in this pond is pumped to the other BMPs when
Lthe level is high using a transfer pump. It will not be necessary to collect "outflow"
samples from this location. Detention Pond 3 is comprised of 2 separate cells; the
"inflow" sampling location has been designated as the structure where the west cell flows
into the east (final) cell. MACTEC will collect the "outflow" samples from the outflow
structure on each of the ponds by dipping a sample probe through the grate on the top of
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The Village at Mayfaire—Monitoring Services for Permit Compliance August 14,2007
(� MACTEC Project No.6550-03-0070
the outflow box at each of the ponds. The BMP monitoring locations are illustrated on
r the attached Figure 2.
r A rain gauge is located on the Village at Mayfaire site; this gauge is monitored after
I storm events by MACTEC. On April 11, 2007,it began to rain over 0.1 inches (a total of
0.5 inches received by the morning of April 12, 2007) at the Mayfaire site; prior to this
event, a measurable amount of rainfall (equal to or greater than 0.1 inches) had not been
recorded since March 21, 2007 (0.1 inches). Samples were collected from the outflow
structures at each of the four BMPs. Samples were collected from the inflow structures at
r all four of the BMPs. MAC,TEC went to each of the pre-determined BMP and surface
water sample locations, except for Howe Creek Upstream because it was dry at this time,
and collected samples to be field analyzed for dissolved oxygen, temperature,
conductivity, flow, and pH. Samples for total suspended solids, turbidity, and fecal
coliform were collected in laboratory prepared bottles, placed in an ice-filled cooler, and
hand-delivered to Environmental Chemists, Inc., in Wilmington, Nor la Carolina for
f
analysis.
The field sampling worksheet and the laboratory analytical data for the storm monitoring
event are included in Appendix C. The results of the sampling event are also listed in
Table 3.
{
Water quality standards exist for the surface water samples collected from Howe Creek;
however, no formal standards are established for the pond discharges. It should be noted
that these ponds are used as a habitat by Canadian Geese and other waterfowl native to
the site area; it is expected that fecal coliform readings will be significantly elevated in
the ponds.
l
As illustrated on the tables,the results of the storm sampling event for April 11,2007
show the unnamed tributary of Howe Creek Downstream that i uns through the Mayfaire
site to be out of compliance with the 15A NCAC 2B standards. Results for pH, fecal
P:IProjectslCLIENTSLState Street(Village at May faire)lQuarterly Reports12007Und¢eater 2007l2nd qtr 2007 report.doc 5
I

The Village at Mayfaire—Monitoring Services for Permit Compliance August 14,2007
rMACTEC Project No.6550-03-0070
I coliform, dissolved oxygen and turbidity for the Howe Creek downstream sampling
location were all shown to be out of compliance. Since no sample was taken from the
Howe Creek Upstream location,we can not conclude that a low dissolved oxygen level
r may be naturally occurring for the area at this time. The fecal coliform results for Howe
I Creek Downstream was 590 colonies/ 100 mL water,which is far above the standard of
14 colonies/ 100 mL water.
r
l
I
I
{
I
I
P:1ProjectslCL1ENTSIState Street(Village at Mayfaire)(Quarterly Reports1200712nd Quater 200712nd gtr 2007 report.doc 6
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LOCATION - I
APPROVAL:SURFACE WATER SAMPLE LOCATIONS •
THE VILLAGE AT MAYFAIRE • - I I 1 I 1
WILMINGTON,NORTH -• •

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APPENDIX A

THE VILLAGE AT MAYFAIRE
INSTREAM ANALYTICAL MONITORING
QUARTERLY EVENT
I MACTEC PROJECT NUMBER: 6550-03-0070
Concurrent with documentation,of a system inspection
Howe Creek Upstream
TSS sample collection time
Turbidity ;p sample collection time
Fecal Coliform sample collection time
DO Z mg/L
Temperature C
Conductivity MS/cm
Flow MPH
pH a
} Howe Creek Downstream
TSS 1100 sample collection time
Turbidity 1100 sample collection time
Fecal Coliform 1100 sample collection time
DO 3.84 mg/L
Temperature 14.5 C
Conductivity 0.159 mS/cm
Flow 0 MPH
pH 6.94
Samples for TSS,turbidity,and fecal coliform collected and hand delivered to Environmental Chemists in Wilmington,
North Carolina for analysis.
9
Date: 4/30/2007
Time: 1100
i
Samples collected by: Frank Stroehmer
Meter Calibration information:
Horlba U-10,Unit ID#M014-11
Autocalibration solution lot#5432 exp.9119107
Autocalibrated prior to use with pH 4.0,0.0 NTU,4.49 mS/cm solution
Calibration before event on 4130107 read pH 3.99,Conductivity 4.5 mS/cm,DO 11.88 mg/L,Temperature 15.0°C
After event check on 4130107 read pH 3.98,Conductivity 4.49 S/cm,DO 11.4 mg/t,Temperature 20.0°C
Global Water FP701 Global Flow Probe,Serial#40215
1 Calibrated at the warehouse prior to shipment
Prepared by: FLS 7/17/07
Checked by: MAH 7/26/07

Environmental Chemists, Inc.
6602 Windmill Way - Wilmington,NC 28405
[phone](Lab) - [phone](Fax)
I 710 Bowsertown Road -Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer.
MACTEC Engineering& Consulting Date of Report: May 8, 2007
` 5710 Oleander Drive, Suite 110.
Wilmington, NC 28401 Purchase Order#:
Attn: Frank Stroehmer
Report Number: 7-3257
REPORT OF ANALYSIS
Date Sampled: 04/30/07 . Report To: Frank Stroehmer
Sampled By: Frank Stroehmer
WATER: The Village at Ma sire
Sample ID Lab 1D Fecal Coliform, Turbid. NTU Total Suspended
p Colonies/100 mL Solids,TSS mg/L
Howe Creek Upstream -. DRY
f
Howe Creek Downstream #7628 37 31.7 12
Method Code SM 9222 D Ed. SM2130B EPA 160.2
Detection Limit 1.0 0.1 1.0
Date Analyzed 4/30/07 5/01/07 5/03/07
Comments:
Reviewed by:
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Environmental Chemists, Inc.
6602 Wmdmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
SM
710 Bowsertown Road •Manteo,NC 27954
ANALYTICAL 8 CONSULTING [phone]
r CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE QM9
Customer:
MACTEC Engineering& Consulting Date of Report: May 8, 2007
` 5710 Oleander Drive, Suite 110.
Wilmington,NC 28401 Purchase Order#:
Attn: Frank Stroehmer
Report Number: 7-3257
REPORT OF ANALYSIS
Date Sampled: 04/30/07 Report To: Frank Stroehmer
Sampled By: Frank Stroehmer
WATER: The Village at Ma sire
Sample ID Lab ID Fecal Coliform, FT.urbidi NTU Total Suspended
Colonies/100 mL '' Solids,TSS mg/L
Howe Creek Upstream -. DRY
I
Howe Creep Downstream #7628 37 31.7 12
Method Code SM 9222 D le Ed. SM2130B EPA 160.2
Detection Limit 1.0 0.1 1.0
Date Analyzed 4/30/07 5/01/07 5/03/07
LComments:
Reviewed by: / n
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02 Windmill Way - Wilmington,NC 28405
envirochem M
RE�,� ED 10)392-0223(Lab) - [phone](Fax)
■�p�VI I tj 0 Bowsertown Road -Manteo,NC 27954
ANALYTICAL&CONSULTING O [phone]
CHEMISTS Mp qII DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
MACTEC Engineering& Consu➢ting Date of Report: April 25,2007
5710 Oleander Drive, Suite 110
Wi1m�on,NC 28401 Purchase Order: 28012
Attn: Frank Stroehmer
Report Number: 7-3093
REPORT OF ANALYSIS
l
Date Sampled: 04/23/07 Report To: Frank Stroehmer
Sampled By: Frank Stroehmer
WATER: Village at Mayfair.-
Sample ID Lab ID Fecal Coliform,
Colonies/100 mL
TVM Howe Creek DRY -DRY-
iJpstream
TVM Howe Creek
Downstream
#7230 10
Method Code SM 9222 D 18`h Ed.
Detection Limit 1
Date Analyzed 04/23/07
Comments:
L
Reviewed
L

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a Environmental Chemists, Inc.
6602 Windmill Way • Wilmington,NC 28405
envIrochem [phone](Lab) • [phone](Fax)
710 Bowsertown Road •Manteo,NC 27954
ANALYTICAL&CONSULTING [phone]
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
MACTEC Engineering & Consulting Date of Report: April 19, 2007
5710 Oleander Drive, Suite 110
Wilmington,NC 28401 Purchase Order : 28012
Attn: Frank Stroehmer
Report Number: 7-2835
REPORT OF ANALYSIS
Date Sampled: 04/16/07 Report To: Frank Stroehmer
Sampled By: Frank Stroehmer
WATER: Village at Ma wire
Sample ID Lab ID Fecal Coliform,
Colonies/100 mL
TVM Howe Creek DRY -DRY-
Upstream
TVM Howe Creek
� #6564 140
Downstream
Method Code SM 9222 D le Ed.
Detection Limit 5
Date Analyzed 4/16/07
Comments:
� c
Reviewed by: Glc / C
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6602 Windmill Way - Wilmington,NC 28405
[phone](Lab) - [phone](Fax)
M
710 Bowsertown Road -Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
MACTEC Engineering& Consulting Date of Report: May 1, 2007
5710 Oleander Drive, Suite 110
Wilmington,NC 28401 Purchase Order: 28012
Attn: Frank Stroehmer
Report Number: 7-2761
REPORT OF ANALYSIS
Date Sampled: 04/12/07 Report To: Frank Stroehmer
Sampled By: Frank Stroehmer
WATER: V iiia a at Ni sire
Sample ID Lab ID Fecal Coliform,
Colonies/100 mL
TVM Howe Creek DRY -DRY-
IIpstream
TVM Howe Creek
#6383 3,000
Downstream
Method Code — SM 9222 D 18&Ed.
Detection Limit 20
Date Analyzed 4/12/07
Comments:
Reviewed by: f

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f onmental Chemists, Inc.
`� 6602 Windmill Way - Wilmington,NC 28405
renvirocheln �� 910)392-0223(Lab) - [phone](Fax)
7 Bowsertown Road-Manteo,NC 27954
qj G [phone]
ANALYTICAL&CONSULTING �Q� s1.�
CHEMISTS V�U' CDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
P Nam,
Customer:
MACTEC Engineering& Consulting Date of Report: April 20,2007
( 5710 Oleander Drive, Suite 110
Wilmington,NC 28401 Purchase Order#:
I Attn: Frank Stroehmer
Report Number: 7-2756
REPORT OF ANALYSIS
Date Sampled: 04/11/07 Report To: Frank Stroehmer
Sampled By: Frank Stroebmer/Shawn Corbett
WATER: The Village at Ma sire
Fecal Coliform, Total Suspended
Sample ID Lab ID Turbidity,N`i['U
Colonies/100 mL Solids,TSS mg,/L
Howe Creek Upstream - DRY
f Howe Creek Downstream #6370 590 26.8 17
DP1 Inflow. #63T1 < 10 4.9 2
DPI Outflow #6372 < 10 3.2 . 2
DP2 Inflow- #6373 < 10 6.1 3 .
DP2 Outflow #6374 < 10 3.8 3
{ DP3 Inflow #6375 < 10 4.6 5
DP3 Outflow #6376 <10 5.8 .6 .
HP4 Inflow #6377 < 10 7.5 13
kTP4-Outflow _ .#6378
< 10 2.7 1
Method Code SM 9222 YD 18'h Ed. SM2130B EPA 160.2
_ Detection Limit 1.0 0.1' 1.0
Date Analyzed 04/11/07 04/12/07 04/16/07
Comments:
Reviewed by: /

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Environmental Chemists, Inc.
6602 Windmill Way - Wilmington,NC 28405
envirochem [phone](Lab) - [phone](Fax)
710 Bowsertown Road-Manteo,NC 27954
[phone]
ANALYTICAL 8 CONSULTING
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
MACTEC Engineering & Consulting Date of Report: April 12, 2007
5710 Oleander Drive, Suite 110
I Wilmington,NC 28401 Purchase Order : 28012
Attn: Frank Stroehmer
Report Number: 7-2622
REPORT OF ANALYSIS
Date Sampled: 04/06/07 Report To: Frank
I Stroehmer
Sampled By: Frank Stroehmer
WATER: Village at Ma sire
Sample ID Lab ID Fecal Coliform,
- Colonies/100 mL
TVM Howe Creek DRY -DRY-
Upstream
TVM Howe Creek 6086 110
Downstre: .
.Method Code_,"... SM 9222 D le Ed.
Detection Limit 10
Date Analyzed 4/5/07
Comments:
Reviewed
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THE VILLAGE AT MAYFAIRE
STORM EVENT MONITORING
QUARTERLY EVENT
MACTEC PROJECT NUMBER: 6550-03-0070
Event that measures greater than 0.1 inches of rainfall and is preceeded by at least 72-hours during which no
storm event measuring greater than 0.1 inches has occurred.
Howe Creek Upstream Detention Pond#2-OUTFLOW
TSS sample collection time TSS 1349 sample collection time
Turbidity 0 sample collection time Turbidity 1349 sample collection time
Fecal Coliform sample collection time Fecal Coliform 1349 sample collection time
DO n mg/L DO 4.56 mg/L
Temperature o "C Temperature 15.3 "C
Conductivity m mS/cm Conductivity 0.089 mS/cm
Flow v MPH Flow 0.0 MPH
pH m pH 6.86
Howe Creek Downstream Detention Pond#3-INFLOW (where 3E flows to 3W)
TSS 1451 sample collection time TSS 1252 sample collection time
Turbidity 1451 sample collection time Turbidity 1252 sample collection time
Fecal Cofrform 1451 sample collection time Fecal Coliform 1252 sample collection time
DO 4.19 mg/L DO 0.41 mg/L
r Temperature 13.6 °C Temperature 15.4"C
I Conductivity 0.120 mS/cm Conductivity 0.082 mS/cm
Flow 0 MPH Flow 0.0 MPH
pH 6.48 pH' B.38
Detention Pond#1-INFLOW Detention Pond#3-OUTFLOW
TSS 1235 sample collection time TSS 1402 sample collection time
Turbidity 1235 sample collection time Turbidity 1402 sample collection time
Fecal Coliform 1235 sample collection time Fecal Coliform 1402 sample collection time
DO 9.00 mg/L DO 5.05 mg/L
( Temperature 15.8"C Temperature 15.2"C
ft Conductivity 0.065 mS/cm Conductivity 0.081 mS/cm
Flow 0 MPH Flow D.0 MPH
pH 8.02 pH 8.44
Detention Pond#1-OUTFLOW Holding Pond#4-INFLOW
is TSS 1341 sample collection time TSS 1301 sample collection time
Turbidity 1341 sample collection time Turbidity 1301 sample collection time
Fecal Coliform 1341 sample collection time Fecal Coliform 1301 sample collection time
DO 8.57 mg/L DO 6.40 mg/L
Temperature 15.6°C Temperature 16.1 'C
Conductivity 0.055 mS/cm Conductivity 0.083 ms/cm
Flow 0.0 MPH Flow 0.0 MPH
pH 7.44_ pH 7.71
Detention Pond#2-INFLOW Holding Pond#4-OUTFLOW (only to be sampled if pumping)
TSS 1245 sample collection time TSS 1412 sample collection time
Turbidity 1245 sample collection time Turbidity 1412 sample collection time
Fecal Coliform 1245 sample collection time Fecal Coliform 1412 sample collection time
DO 8.54 mg/L DO 6.74 mg/L
Temperature 16.0'C Temperature 15.7 °C
Conductivity 0.087 mS/cm Conductivity 0.069 ms/cm
Flow 0.0 MPH Flow 0.0 MPH
pH 8.34 pH 7.20
Samples for TSS,turbidity,and fecal coliform collected and hand delivered to Envommental Chemists in Wilmington,North Carolina for analysis.
Date: 4/11/07
Time: 1235
Samples collected by: Frank Stroehmer and Shawn Corbett
Meter Calibration information:
Horiba U-10,Unit ID#M014-11
Autocallbration solution lot#6432 exp.9119107
Autocallbrated prior to use with pH 4.0,0.0 NTU,4.49 mS/cm solution
Calibration before event on 4111107 reads pi;4.02,Conductivity 4.51 mS/cm,DO 9.00 mg/L,Temperature 22.0"C
f After event check on 4/11/07 reads pH 4.0,Conductivity 4.48 mS/cm,DO 8.81 mg/L,Temperature 24.0"C
f Global Water FP101 Global Flow Probe,Serial#40215
LCalibrated at the warehouse prior to shipment
Prepared by: FLS 7/16/07
Checked by: MAH 7/26/07

' onm.entO Chemists, Inc.
�� 6602 Windmill Way • Wilmington,NC 28405
•
(� �� 910)392-0223(Lab) [phone](Fax)
IBowsertown Road•Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING PQ�
CHEMISTS CDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
l Customer:
MACTEC Engineering& Consulting Date of Report: April 20,2007
5710 Oleander Drive, Suite 110
Wilmington,NC 28401- Purchase Order#:
Attn: Frank Stroehmer
Report Number: 7-2756
REPORT OF ANALYSIS
Date Sampled: 04/11/07 Report To: Frank Stroehmer
Sampled By: Frank Stroehmer/Shawn Corbett
WATER: The Village at Ma sire
Sample ID Lab ID Fecal Coliform, Turbidity,NTU Total Suspended
Colonies/100 mL Solids,TSS mg/L
` Howe Creek Upstream . - V DRY
Bowe Creek Downstream #6370 590 26.8 17
DP1 Inflow #6371 . < 10 4.9 2
DP1 Outflow #6372 < 10 3.2-. . 2
DP2 Inflow- #6373 < 10 6.1
DP2 Outflow' a 96374 ..< 10 3.8 . . 3 ..
IDP3 Inflow #6375 < l0 . . " 4.6 .5.
DP3 Outflow #6376 < 10 5.8 6 .
H04 Inflow: #6377.. <10 7.5 13
HP4.Outflow - #6378
Method Code SM 9222 D ie Ed. SM2130B IF 160.2{ .A.. 0.1
L Detection Limit . .. _• 1.0 .-
Date Analyzed 04/11/07 04/12/07 04/16/07
Comments: .
00,
Reviewed by: /

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ACTION WITHOUT MEETING OF
THE SOLE DIRECTOR OF
STATE STREET COMPANIES,INC.
The undersigned, being the sole director of State Street Companies, Inc., a North Carolina
corporation (the "Company"), acting pursuant to the authority of Section 55-8-21 of the North
Carolina General Statutes, does hereby adopt the following resolution by signing his written consent
thereto:
WHEREAS, it is deemed desirable and in the best interest of the Company to
remove all of the current officers of the Company and elect new officers of the
Company.
RESOLVED, that each officer of the Company is hereby removed from office and
that the following named persons are hereby elected to serve in the offices set forth beside
their names until the next annual meeting or until their successors are elected and assume
office:
Chief Executive Officer and President Jeffery W. Kentner
Vice President,Marketing David Novotny
Vice President, Secretary and Treasurer William Dresback,Jr.
Vice President,Assistant Secretary and Treasurer Stephanie Luther
7/
Effective as of the day of-�_JAf, 2007.
DIRECTOR
Je a entner

=0�W ATF90 Michael F.Easley,Governor
1 William G.Ross Jr.,Secretary
1-' North Carolina Department of Environment and Natural Resources
C Alan W.Klimek,P.E.Director
Division of Water Quality
December 7, 2006
Mr. David Novotny, Vice President
The Village at Mayfaire Condominium Owner's Association
1630 Military Cutoff Road, Suite 108
Wilmington, NC 28403
Subject: Transfer of Stormwater Permit
The Village at Mayfire
Stormwater Project No. SW8 011119
New Hanover County
Dear Mr. Novotny:
The Division acknowledges receipt of your November 20, 2006, request to transfer the
stormwater permit for the subject project to you and become the responsible party for
compliance with the permit conditions and maintenance of the permitted stormwater
management system. Unfortunately, your request cannot be granted at this time. The following
information is required prior accepting your request to transfer the permit:
1. Please submit the transfer of ownership document with original signatures only. The
document I received appears to have photocopied signatures, which cannot be
accepted. If all parties need an original, please sign 3 original documents, keep one,
return one to me and one to The Village at Mayfaire, LLC.
2. Please provide documentation of your status as the Vice President of the
Association. This would be in the form of the minutes of a meeting of the
Association wherein it has been documented that you are the duly elected Vice
President of said Association.
3. Please submit a current Designer's Certification. The certification issued in 2004 was
a partial certification only. A new certification, which addresses the partial items
from 2004 as well as the other items, must be submitted.
4. The Operation and Maintenance plan included in your transfer package is not
acceptable. I have attached copies of the permitted original supplement forms, which
contain the specific design criteria and maintenance procedures for the infiltration
basins that currently serve as the stormwater treatment devices for this project.
Please sign, date, notarize and return the documents to the Division with an original
signature.
By copy of this letter to Michael Kavanaugh, I am informing him that the rules require a person
to be at least the level of Vice President in order to sign any document associated with a
permit, and that his signature can be accepted only if he provides a signed letter of
authorization from a person of at least the level of Vice President in The Village at Mayfaire,
LLC, authorizing him to sign the permit transfer request on their behalf. Additionally, please
include documentation of the named Vice-President or President who signs the letter.
N""o�,h�Carolina
,vatura!!r1
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.newaterquality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper

Mr. Novotny
December 7, 2006
Page 2 of 2
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer II
ENB\arl: S:\WQS\STORMWATER\LETTERS\2006\011119.dec06
cc: Chuck Truby, P.E.
Michael Kavanaugh, Project Director, The Village at Mayfaire, LLC
Linda Lewis

r-==
Vk
Y� so
November 17, 2006 5�� �isf-171
` 1
�.
Robert Gordon
North Carolina Environmental Health and Natural Resources D� ' c- crh
Division of Water Quality
127 Cardinal Drive Extension
Wilmington,NC 28405 C
Re: Stormwater Permit Ownership Change Submittal
Permit# SW8011119
Dear Robert:
Enclosed please find a completed application package for transferring ownership of a Stormwater
Permit.
Please contact me with any questions at 704-400-9964.
Very truly yours,
The Village at Mayfaire,LLC
NOV 2 0 2006
David Novotny
Vice President -_-_
Enclosures
� b � 3 �

�r
�I
REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration: 10/161200612:24:52 PM
Book: CONDO 16 Page: 219-227
Document No.: 2006057787
CONDO 9 PGS $168.00
Recorder: NELSON,JACQUELINE
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
* 2006057787 *
2006057787

. a
f��II Illil�INII Ilil Ili lily IIIII II�III IIII�I
2006056591
FOR REGISTRRTION REGISTER OF DEEDS
REBECCR P. SMITH
NiW HRNOVER COUNTY, NC
2006 OCT 19 09:67:36 AM
6K:5094 PG:338-349 FEE:$44.00
IN51RUNEV I NOR
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
TWELFTH AMENDMENT TO
DECLARATION OF CONDOMINIUM
FOR THE VILLAGE AT MAYFAIRE CONDOMINIUM
[Building 11]
THIS TWELFTH AMENDMENT TO DECLARATION OF CONDOMINIUM FOR
THE VILLAGE AT MAYFAIRE CONDOMINIUM ("Amendment") is made this 171' day of
October, 2006, by THE VILLAGE AT MAYFAIRE, LLC, a North Carolina limited liability
company("Declarant").
Statement of Purpose
Declarant has heretofore filed a Declaration of Condominium for The Village at Mayfaire
Condominium dated November 15, 2004, recorded November 15, 2004 in Book 4567 at
Page 391 in the New Hanover County Public Registry (the "Original Declaration"), as amended
by First Amendment to Declaration of Condominium for The Village at Mayfaire Condominium
[Building 5], dated February 8, 2005, recorded February 9, 2005 in Book 4668 at Page 305 (the
"First Amendment"), and as amended by Second Amendment to Declaration of Condominium
for The Village at Mayfaire Condominium [Building 4], dated March 30,2005,recorded April 1,
2005 in Book 4741 at Page 760 (the "Second Amendment"), and as amended by Third
Amendment to Declaration of Condominium for The Village at Mayfaire Condominium
[Building 7], dated May 25, 2005, recorded May 26, 2005 in Book 4823 at Page 17 (the "Third
Amendment"), and as amended by Fourth Amendment to Declaration of Condominium for The
Village at Mayfaire Condominium [Building 3] dated July 14, 2005, recorded July 18, 2005 in
Book 4877 at Page 13 (the "Fourth Amendment"), and as amended by Fifth Amendment to
Declaration of Condominium for The Village at Mayfaire Condominium [Building 2], dated
September 29, 2005 and recorded September 29, 2005, recorded in Book 4912 at Page 1318 (the
"Fifth Amendment"), and as amended by Sixth Amendment to Declaration of Condominium for
The Village at Mayfaire Condominium [Building 1], dated December 2, 2005 and recorded
December 2, 2005, in Book 4946 at Page 1650 (the "Sixth Amendment"), and as amended by
Seventh Amendment to Declaration of Condominium for The Village at Mayfaire Condominium
2447250.01
L[B:CHARL.OTrE

[Building 8], dated January 16, 2006,and recorded January 18, 2006, in Book 4966 at Page 1986
(the "Seventh Amendment") and as amended by Eighth Amendment to Declaration of
Condominium for The Village at Mayfaire Condominium [Building 9],dated March 5, 2006,and
recorded March 10, 2006, in Book 4990 at Page 1424 (the "Eighth Amendment"), and as
amended by Ninth Amendment to Declaration of Condominium for The Village at Mayfaire
Condominium [Building 10], dated May 5, 2006 and recorded May 8, 2006, in Book 5018 at
Page 1288 (the "Ninth Amendment"), and as amended by Tenth Amendment to Declaration of
Condominium for The Village at Mayfaire Condominium [Building 121, dated July 13, 2006,
and recorded July 14, 2006, in Book 5051 at Page 730 (the "Tenth Amendment"), and as
amended by Eleventh Amendment to Declaration of Condominium for The Village at Mayfaire
Condominium [Building 131, dated September 7, 2006, and recorded September 8, 2006, in
Book 5077 at Page 462 (the "Eleventh Amendment"), in the New Hanover County Public
Registry. (The Original Declaration, as amended by the First Amendment, Second Amendment,
Third Amendment, Fourth Amendment, Fifth Amendment, Sixth Amendment, Seventh
Amendment, Eighth Amendment, Ninth Amendment, Tenth Amendment and Eleventh
Amendment, is hereinafter referred to as the "Declaration." Terms spelled with initial capital
letters in this Amendment shall have the meanings given to them in the Declaration.)
The Declaration provides in Section 2.2 that portions of the Additional Property may be
added to the Condominium by Declarant without the joinder or consent of any Owner or
Mortgagee or any parry other than Declarant. Declarant desires to add that portion of the
Additional Property described on Exhibit A attached hereto and incorporated herein by this
reference,together with the Building located thereon containing Units,to the Condominium.
Terms
NOW, THEREFORE, pursuant to the provisions of the Declaration, Declarant does
hereby amend the Declaration to add that portion of the Additional Property described in
Exhibit A attached hereto and incorporated herein by reference (the "Building 11 Property") to
the end that the Building 11 Property shall be within the scheme of the Condominium and to the
further end that all present and future Owners of all or any portion of the Building 11 Property
shall be subject to the terms and conditions of the aforesaid Declaration and the Owners thereof
shall have the rights, privileges and obligations therein set out. The term "Property" as defined
in the Declaration shall, from and after the date this Amendment is recorded in the Office of the
Register of Deeds for New Hanover County, include the Building 11 Property.
Article III of the Declaration is amended to add to the description of the Buildings the
Building located upon the Building 11 Property ("Building 11"). Building 11 includes a first
level containing sixteen (16) garages and four (4) Units, a second level containing eight (8)
Units, and a third level containing four (4) Units. Building 11 contains sixteen (16) Units;
provided, however, that Declarant reserves the right to subdivide or combine Units at its
discretion,provided that Declarant complies with any applicable rules set forth in the Covenants,
Conditions and Restrictions. Building 11 is more particularly described in the Plans,which show
all particulars of Building 11 and the Units in Building 11. The Plans contain a certification by
Michael Underwood, P.L.S., a North Carolina Registered Land Surveyor, and Thomas M.
Wright, III, a North Carolina Licensed Architect, that the Plans contain all the information
required by N.C.G.S. § 47C-2-109.
2
2447250.01
LIB:CHARLOTTE

After giving effect to this Amendment, the Condominium includes two hundred and four
(204)Units.
Section 1.21 of the Declaration is amended to add to the definition of "Plans" the
surveys, plans and specifications of Building 11, the Building 11 Property, and the Property,
prepared by Michael Underwood & Associates, F.A., and by Thomas M. Wright, III, Architect,
and recorded under the name of the Condominium in Condominium Book 16 at Pages 219-226,
in the Office of the Register of Deeds of New Hanover County.
Exhibit B to the Declaration, which sets forth the percentage interests of each Unit in the
Common Elements, is hereby revised as set forth in Exhibit B attached hereto.
Declarant does hereby confirm that the Declaration and this Amendment are subject and
subordinate in all respects to the terms and conditions of the Covenants, Conditions, and
Restrictions.
3
2447250.01
LIB:CHARLOTTE

IN WITNESS WHEREOF, the Declarant has caused this instrument to be duly executed
as of the day and year first above written.
THE VILLAGE AT MAYFAIRE, LLC, a North
Carolina limited liability company
By: State Street, LLC, a North Carolina limited liability
company, Its Sole Member
By: State Street Companies, Inc.,a North
Carolina corporation, its Manager
By: ilex S
William R. Dresback,Jr.
Vice President
Aggioye&,County,North Carolina
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the purpose
stated therein and in the capacity indicated:
l►� s 6 .S
c � ✓
Name a principals)
Date: 1- . Z00go
Official Signature of Notary Public
,— v a-�i C. Aiio_ ,Notary Public
Notary printed or typed name
\\uHfi rt erNp
[OFFICIAL SEAL] My commission expires: �V ZZ 2paq
y;�= •r N 'titi T
OT • m
s
2 : < -
'4"f CdUN
tub+1i N11 N►►\\'\
4
2447250.01
LIB:CHARLOTCE

EXHIBIT A
The Building 11 Property
That certain tract or parcel of land described as Building 11, containing 70,084 square
feet, more or less, as shown on the Condominium Plat entitled "The Village at Mayfaire
Condominium Plat," prepared by Michael N. Underwood, dated July 2006, and recorded in
Condominium Book 16 at Page 219-226 of the Office of the Register of Deeds of New Hanover
County,North Carolina.
A-1
2447250.01
LIB:CHARLOTTE

EXHIBIT B
Common Elements Interest
Unit Common Elements Interest
UNIT A-101, 6809 Mayfaire Club Drive 0.5309%
UNIT 13-102, 6809 Mayfaire Club Drive 0.5920%
UNIT 13-103, 6809 Mayfaire Club Drive 0.5920%
UNIT A-104, 6809 Mayfaire Club Drive 0.5309%
UNIT C-201, 6809 Mayfaire Club Drive 0.4574%
UNIT D-202, 6809 Mayfaire Club Drive 0.4663%
UNIT E-203, 6809 Mayfaire Club Drive 0.4951%
UNIT F-204,6809 Mayfaire Club Drive 0.3988%
UNIT F-205, 6809 Mayfaire Club Drive 0.3988%
UNIT E-206, 6809 Mayfaire Club Drive 0.4951%
UNIT D-207, 6809 Mayfaire Club Drive 0.4663%
UNIT C-208,6809 Mayfaire Club Drive 0.4574%
UNIT E-301, 6809 Mayfaire Club Drive 0,5125%
UNIT F-302, 6809 Mayfaire Club Drive 0.3988%
UNIT F-303,6809 Mayfaire Club Drive 0.3952%
UNIT E-304,6809 Mayfaire Club Drive 0.5020%
UNIT A-101, 636 Village Park Drive 0.5492%
UNIT 13-102, 636 Village Park Drive 0.5920%
UNIT B-103, 636 Village Park Drive 0.5920%
UNIT A-104,636 Village Park Drive 0.5309%
UNIT C-201, 636 Village Park Drive 0.4574%
UNIT D-202, 636 Village Park Drive 0.4663%
UNIT E-203, 636 Yillage Park Drive 0.4951%
UNIT F-204, 636 Village Park Drive 0.3988%
UNIT E-206,636 Village Park Drive 0.4951%
UNIT D-207,636 Village Park Drive 0.4663%
UNIT C-208, 636 Village Park Drive 0.4574%
UNIT E-301, 636 Village Park Drive 0.5125%
UNIT F-302, 636 Village Park Drive 0.3988%
UNIT G-303, 636 Village Park Drive 0.7940%
UNIT E-304, 636 Village Park Drive 0.5020%
UNIT A-101, 640 Village Park Drive 0.5309%
UNIT B-102,640 Village Park Drive 0.5920°%
B-1
2447250.01
LIB:CHARLOTTE

EXHIBIT B(con't)
Common Elements Interest
Unit Common Elements Interest
UNIT 13-103,640 Village Park Drive 0.5920%
UNIT A-104, 640 Village Park Drive 0.5492%
UNIT C-201, 640 Village Park Drive 0.4574%
UNIT D-202, 640 Village Park Drive 0.4663%
UNIT E-203, 640 Village Park Drive 0.4951%
UNIT F-204,640 Village Park Drive 0.3988%
UNIT E-206,640 Village Park Drive 0.4951%
UNIT D-207,640 Village Park Drive 0.4663%
UNIT C-208, 640 Village Park Drive 0.4574%
UNIT E-301,640 Village Park Drive 0.5125%
UNIT F-302, 640 Village Park Drive 0.3988%
UNIT G-303,640 Village Park Drive 0.7940%
UNIT E-304, 640 Village Park Drive 0.5020%
UNIT A-101, 6813 Mayfaire Club Drive 0.5309%
UNIT 13-102, 6813 Mayfaire Club Drive 0.5920%
UNIT 13-103, 6813 Mayfaire Club Drive 0.5920%
UNIT A-104, 6813 Mayfaire Club Drive 0.5309%
UNIT C-201, 6813 Mayfaire Club Drive 0.4574%
UNIT D-202, 6813 Mayfaire Club Drive 0.4663%
UNIT E-203, 6813 Mayfaire Club Drive 0.4951%
UNIT F-204, 6813 Mayfaire Club Drive 0.3988%
UNIT F-205, 6813 Mayfaire Club Drive 0.3988%
UNIT E-206, 6813 Mayfaire Club Drive 0.4951%
UNIT D-207, 6813 Mayfaire Club Drive 0.4663%
UNIT C-208, 6813 Mayfaire Club Drive 0.4574%
UNIT E-301, 6813 Mayfaire Club Drive 0.5125%
UNIT F-302, 6813 Mayfaire Club Drive 0.3988%
UNIT F-303, 6813 Mayfaire Club Drive 0.3952%
UNIT E-304, 6813 Mayfaire Club Drive 0.5020%
UNIT A-101, 644 Village Park Drive 0.5309%
UNIT 13-102, 644 Village Park Drive 0.5920%
UNIT 13-103, 644 Village Park Drive 0.5920%
UNIT A-104, 644 Village Park Drive 0.5309%
UNIT C-201, 644 Village Park Drive 0.4574%
UNIT D-202, 644 Village Park Drive 0.4663%
UNIT E-203, 644 Village Park Drive 0.4951%
UNIT E-206, 644 Village Park Drive 0.4951%
B-2
2447250.01
LIB:CHARLOTTE

EXHIBIT B(can't)
Common Elements Interest
Unit Common Elements Interest
UNIT D-207,644 Village Park Drive 0.4663%
UNIT C-208, 644 Village Park Drive 0.4574%
UNIT E-301,644 Village Park Drive 0.5125%
UNIT G-302,644 Village Park Drive 0.7975%
UNIT G-303, 644 Village Park Drive 0.7940%
UNIT E-304,644 Village Park Drive 0.5020%
UNIT A-101, 648 Village Park Drive 0.5309%
UNIT 13-102, 648 Village Park Drive 0.5920%
UNIT 13-103, 648 Village Park Drive 0.5920%
UNIT A-104, 648 Village Park Drive 0.5309%
UNIT C-201, 648 Village Park Drive 0.4574%
UNIT D-202, 648 Village Park Drive 0.4663%
UNIT E-203, 648 Village Park Drive 0.4951%
UNIT F-204, 648 Village Park Drive 0.3988%
UNIT F-205, 648 Village Park Drive 0.3988%
UNIT E-206, 648 Village Park Drive 0.4951%
UNIT D-207, 648 Village Park Drive 0.4663%
UNIT C-208, 648 Village Park Drive 0.4674%
UNIT E-301, 648 Village Park Drive 0.5125%
UNIT F-302, 648 Village Park Drive 0,3988°%
UNIT F-303, 648 Village Park Drive 0.3952%
UNIT E-304, 648 Village Park Drive 0.5020%
UNIT A-101, 645 Village Park Drive 0.5309%
UNIT B-102, 645 Village Park Drive 0.5920%
UNIT 13-103, 645 Village Park Drive 0.5920%
UNIT A-104, 645 Village Park Drive 0.5309%
UNIT C-201, 645 Village Park Drive 0.4574%
UNIT D-202, 645 Village Park Drive 0.4663%
UNIT E-203, 645 Village Park Drive 0.4951%
UNIT F-204,645 Village Park Drive 0.3988%
UNIT F-205,645 Village Park Drive 0.3988%
UNIT E-206, 645 Village Park Drive 0.4951%
UNIT D-207, 645 Village Park Drive 0.4663%
UNIT C-208, 645 Village Park Drive 0.4574%
UNIT E-301, 645 Village Park Drive 0.5125%
UNIT F-302, 645 Village Park Drive 0.3988%
UNIT F-303, 645 Village Park Drive 0.3952%
B-3
2447250.01
LIB:CHARLOTTE

EXHIBIT B(con't)
Common Elements Interest
Unit Common Elements Interest
UNIT E-304, 645 Village Park Drive 0.5020%
UNIT A-101, 561 Garden Terrace Drive 0.5309%
UNIT B-102, 561 Garden Terrace Drive 0.5920%
UNIT B-103, 561 Garden Terrace Drive 0.5920%
UNIT A-104, 561 Garden Terrace Drive 0.5309%
UNIT C-201, 561 Garden Terrace Drive 0.4574%
UNIT D-202, 561 Garden Terrace Drive 0,4663%
UNIT E-203, 561 Garden Terrace Drive 0.4951%
UNIT F-204, 561 Garden Terrace Drive 0.3988%
UNIT F-205, 561 Garden Terrace Drive 0.3988%
UNIT E-206, 561 Garden Terrace Drive 0.4951%
UNIT D-207, 561 Garden Terrace Drive 0.4663%
UNIT C-208, 561 Garden Terrace Drive 0.4574%
UNIT E-301, 561 Garden Terrace Drive 0.5125%
UNIT F-302, 561 Garden Terrace Drive 0.3988%
UNIT F-303, 561 Garden Terrace Drive 0.3952%
UNIT E-304, 561 Garden Terrace Drive 0,5020%
UNIT A-101, 557 Garden Terrace Drive 0.5309%
UNIT B-102, 557 Garden Terrace Drive 0,5920%
UNIT B-103, 557 Garden Terrace Drive 0.5920%
UNIT A-104, 557 Garden Terrace Drive 0.5309%
UNIT C-201, 557 Garden Terrace Drive 0,4574%
UNIT D-202, 557 Garden Terrace Drive 0.4663%
UNIT E-203, 557 Garden Terrace Drive 0.4951%
UNIT F-204, 557 Garden Terrace Drive 0.3988%
UNIT F-205, 557 Garden Terrace Drive 0.3988%
UNIT E-206, 557 Garden Terrace Drive 0.4951%
UNIT D-207, 557 Garden Terrace Drive 0.4663%
UNIT C-208, 557 Garden Terrace Drive 0.4574%
UNIT E-301, 557 Garden Terrace Drive 0.5125%
UNIT F-302, 557 Garden Terrace Drive 0.3988%
UNIT F-303, 557 Garden Terrace Drive 0.3952%
UNIT E-304, 557 Garden Terrace Drive 0.5020%
UNIT A-101, 554 Grande Manor Court 0.5309%
UNIT B-102, 554 Grande Manor Court 0.5920%
UNIT 13-103, 554 Grande Manor Court 0,5920%
UNIT A-104, 554 Grande Manor Court 0.5309%
B-4
2447250.01
LIB:CHARLOTTE

EXHIBIT B (con't)
Common Elements Interest
Unit Common Elements Interest
UNIT C-201, 554 Grande Manor Court 0,4574%
UNIT D-202, 554 Grande Manor Court 0.4663%
UNIT E-203, 554 Grande Manor Court 0.4951%
UNIT F-204, 554 Grande Manor Court 0.3988%
UNIT F-205, 554 Grande Manor Court 0,3988%
UNIT E-206, 554 Grande Manor Court 0.4951%
UNIT D-207, 554 Grande Manor Court 0.4663%
UNIT C-208, 554 Grande Manor Court 0,4574%
UNIT E-301, 554 Grande Manor Court 0.5125%
UNIT F-302, 554 Grande Manor Court 0.3988%
UNIT F-303, 554 Grande Manor Court 0.3952%
UNIT E-304, 554 Grande Manor Court 0.5020%
UNIT A-101, 555 Grande Manor Court 0.5309%
UNIT B-102, 555 Grande Manor Court 0.5920%
UNIT 13-103,555 Grande Manor Court 0,5920%
UNIT A-104, 555 Grande Manor Court 0.5309%
UNIT C-201, 555 Grande Manor Court 0.4574%
UNIT D-202, 555 Grande Manor Court 0.4663%
UNIT E-203, 555 Grande Manor Court 0.4951%
UNIT F-204, 555 Grande Manor Court 0.3988%
UNIT F-205, 555 Grande Manor Court 0.3988%
UNIT E-206, 555 Grande Manor Court 0.4951%
UNIT D-207, 555 Grande Manor Court 0,4663%
UNIT C-208, 555 Grande Manor Court 0.4574%
UNIT E-301, 555 Grande Manor Court 0 5125%
UNIT F-302, 555 Grande Manor Court 0.3988%
UNIT F-303, 555 Grande Manor Court 0.3952%
UNIT E-304, 555 Grande Manor Court 0.5020%
UNIT A-101, 6825 Mayfaire Club Drive 0,5309%
UNIT B-102,6825 Mayfaire Club Drive 0.5920%
UNIT B-103, 6825 Mayfaire Club Drive 0.5920%
UNIT A-104, 6825 Mayfaire Club Drive 0.5309%
UNIT C-201, 6825 Mayfaire Club Drive 0.4574%
UNIT D-202, 6825 Mayfaire Club Drive 11
0.4663%
UNIT E-203, 6825 Mayfaire Club Drive 0.4951
UNIT F-204, 6825 Mayfaire Club Drive 0.3988%
UNIT F-205, 6825 Mayfaire Club Drive 0.3988%
B-5
2447250.01
LIB:CHARLOTTE

EXHIBIT B(can't)
Common Elements Interest
Unit Common Elements Interest
UNIT E-206,6825 Mayfaire Club Drive 0.4951%
UNIT D-207,6825 Mayfaire Club Drive 0.4663%
UNIT C-208, 6825 Mayfaire Club Drive 0.4574%
UNIT E-301,6825 Mayfaire Club Drive 0.5125%
UNIT F-302, 6825 Mayfaire Club Drive 0.3988%
UNIT F-303, 6825 Mayfaire Club Drive 0.3952%
UNIT E-304, 6825 Mayfaire Club Drive 0.5020%
UNIT A-101, 550 Grande Manor Court 0.5309%
UNIT B-102, 550 Grande Manor Court 0.5920%
UNIT 13-103, 550 Grande Manor Court 0.5920%
UNIT A-104, 550 Grande Manor Court 0.5309%
UNIT C-201, 550 Grande Manor Court 0.4574%
UNIT D-202, 550 Grande Manor Court 0.4663%
UNIT E-203, 550 Grande Manor Court 0.4951%
UNIT F-204, 550 Grande Manor Court 0.3988%
UNIT F-205, 550 Grande Manor Court 0.3988%
UNIT E-206, 550 Grande Manor Court 0.4951%
UNIT D-207, 550 Grande Manor Court 0.4663%
UNIT C-208, 550 Grande Manor Court 0.4574%
UNIT E-301, 550 Grande Manor Court 0.5125%
UNIT F-302, 550 Grande Manor Court 0.3988%
UNIT F-303, 550 Grande Manor Court 0.3952%
UNIT E-304, 550 Grande Manor Court 0.5020%
TOTAL 100,0000%
B-6
2447250.01
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REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
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March 20, 2006
MEMORANDUM
To: Linda Lewis, WIRO files
From: Stephanie Garrett
Subject: Split Sampling with MACTEC at Mayfaire
Per Stormwater Permit numbers SW8010512 (Mayfaire Town Center) and SW8011119
(Village at Mayfaire), Division of Water Quality (DWQ) staff from the Wilmington Regional Office
conducted the second annual split sampling event with staff from MACTEC Engineering and
Consulting, Inc. Five stations were sampled on January 24, 2006: two stations located at the
Village at Mayfaire and three in the Mayfaire Town and Community Centers (Table 1, Figure 1).
Table 1. Station Names and Numbers for Split Sampling Event at Mayfaire.
Station Name Number
Howe Creek Upstream (Village) 1
Howe Creek Downstream (Village) 2
Two Mile Branch 3
Howe Creek Upstream (Mayfaire) 4
Howe Creek Downstream (Mayfaire) 5
DWQ and MACTEC conducted field measurements concurrently and MACTEC staff
collected water samples at all stations. Instream physical measurements taken were:
temperature, dissolved oxygen, pH and conductivity. Samples were collected for fecal coliform
bacteria, total suspended solids (TSS), and turbidity. The permit states a "split sampling"
requirement for these projects. MACTEC provided sample bottles and all but the fecal coliform
samples were collected in one container, mixed well and split into two separate containers. In
order to follow sampling protocol and avoid possible contamination, fecal coliform samples were
collected in individual bottles. Where there was sufficient flow, the fecal samples were collected
concurrently. Where there was low flow, they were collected one after the other. All samples
were analyzed by Environmental Chemists, Inc. laboratory in Wilmington. MACTEC and DWQ
physical and chemical sampling results are summarized in Table 2.
The relative percent difference (RPD) was calculated for the two data sets as a gross
guideline for acceptable precision between data sets. Relative difference is used when
comparing two "experimental quantities", neither of which is considered to be the "correct"
value. Although there are no specific criteria for comparability of field duplicate analyses, a brief
literature search indicated that a RPD of up to 25% may be acceptable for inorganics and other
miscellaneous water quality parameters. Field measurements had an average RPD of 7%,
which appears to be well within acceptable limits, particularly considering two different brand
meters were used that were calibrated using different standards. The RPD for conductivity alone
was considerably higher with 3 of the five samples being higher than 25%. This is likely a
matter of difference between meters and not an issue of methodology. The average RIPD for
collected samples was 12%, well within acceptability limits.
In summary, the split sampling requirements were met for 2006 and overall, field
measurements and sample results were well within acceptable limits. From a QA/QC
perspective, MACTEC followed standard operating procedures in the field.

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NCDENR NO ZD
05
North Carolina Department of Environment and Natural Resolitces-
Division of Coastal Management
Michael F. Easley, Governor Charles S.Jones, Director William G. Ross Jr.,Secretary
MEMORANDUM
October.31, 2005
r
TO: Linda Lewis
NCDENR-Division of Water Quality
127 Cardinal Drive Extension 911A
Wilmington, NC 28405-5406
FROM: Stephen Rynas, AICP, Federal Consistency Coordinator
SUBJECT: USMC Consistency Certification for Proposed Revision to Mitigation Plan for the
it I
Mayfaire Shopping Center(DCM#20050104)
LOCATION: Mayfaire Shopping Center, Military Cutoff Road and Destiny Way Drive,New Hanover
County,North Carolina
The above listed document is being circulated for review and comment by November 28, 2005. Your
responses will assist us in determining whether the proposed project would be consistent with the State's
Coastal Management Program. If the proposed project does not conform to your requirements, please
identify the measures that would be necessary to bring the proposed project into conformance. If you
have any additional questions regarding the proposed project you may contact me at 252-808-2808 or
e-mail me at: "stephen.rvnas(a-)ncniai1.net".
REPLY
No Comment.
This office supports the project as proposed.
Comments to this project are attached.
This office objects to the project as proposed.
Signed: Date:
CORRECTIONS
Please identify any corrections,additions, or deletions that should be made in terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas,Federal Consistency Coordinator
NC Division of Coastal Management
400 Conmierce Avenue
Morehead City,NC 28557-3421

R 4709 COLLEGE ACRES DRIVE
�(�=���1 N C O R P O R AT E D WILMINGTON NORTH SUITE 2
CAROLINA 28403 1725
ENVIRONMENTAL GONSULTANT5 � TEL [phone]
FAX [phone]
27 Oo� fl05 . , czrwi!m@aol,com
NC Division of Coastal Management
Attn: Mr. Stephen Rynas , ; 2 2005
400 Commerce Avenue
Morehead City, NC 28557-3421 MOreheau
'icy DCM
Re: Request for Consistency Determination
Dear Mr. Rynas:
Mayfaire I, LLC has requested a permit modification of the Department of Army Permit - ID
20000135 and 401 Water Quality Certification - #3341. The request is associated with a
management plan to create and maintain visibility over an approximate 1.4-acre site at Mayfaire in
New Hanover County, NC. The purpose of this letter is to request from the NC Division of Coastal
Management concurrence with the applicant's Consistency Certification that the proposed activity
complies with the enforceable policies of North Carolina's approved management program and will
be conducted in a manner consistent with such program. Mayfaire I, LLC has retained CZR
Incorporated as their authorized agent for the purpose of agency coordination, including this request
of concurrence with the Consistency Determination.
This submittal will present supporting documentation in accordance with 15 CFR 930.58 to provide
the Division of Coastal Management the data necessary to assess the assertion that the project is
consistent with the Federal Coastal Zone Management Act of 1972 as amended and the enforceable
policies of North Carolina's approved Coastal Management Program. These policies are principally
found in Chapter 7 of Title 15A of the North Carolina Administrative Code.
We appreciate your attention to this request and will provide any additional information needed to
assist in your review.
Sincerely,
CZR INCORPORATED
amuel Coop
Office Manager
Enclosures: Supporting documentation (3 pages) and proposal with cover letter(September 2005,
18 pages)
cc: Ms. Jennifer Frye, USACOE, Wilmington, NC w/o proposal
Ms. Noelle Lutheran, NCDWQ, Wilmington, NC w/o proposal
Mr. Dan Rahe, Mayfaire I, LLC w/o proposal
file: CP# 2010
1061 EAST INDIANTOWN ROAD • SUITE 100 • JUPITER, FLORIDA 33477-5143
TEL [phone] • FAX [phone] • [e-mail] • www.CZRINC.com

o ? .
Consistency Determination
for
Mayfaire I, LLC.
New Hanover County, North Carolina
1. Background
Mayfaire I, LLC and North Carolina Agricultural Foundation, Inc [College of Agriculture
and Life Sciences, North Carolina State University (NC State)] propose to implement a
management plan to create and maintain visibility over an approximate 1.4-acre site
along Military Cutoff Road adjacent to Smokey Bones Restaurant at Mayfaire. The site
currently obscures visibility between Military Cutoff Road and an unleased parcel west of
the site. The marketability of this unleased parcel is the focus of the Purpose and Need.
This is a revised formal request (original draft dated 30 June 2005) for permit
modification of the Department of the Army Permit— ID 20000135 and 401 Water Quality
Certification - #3341 based on agency comments received on 8 July (DCM), 12 July
(COE, DWQ, and WRC) and 8 August 2005 (FWS). We request modification of Special
Conditions P and T of the above referenced Department of the Army permit and Water
Quality Certification. Special Condition P states:
"The permittee and its contractors and/or agents shall not excavate, fill, or
perform mechanized land clearing at any time in the construction or maintenance of this
project within waters and/or wetlands, except as authorized by this permit, or any
modification to this permit. There shall be no excavation from or waste disposal into
jurisdictional wetlands or waters associated with this permit without appropriate
modification of this permit."
Special Condition T states:
"The Permittee shall preserve and maintain the entire on-site mitigation area
as described in the Mayfaire Compensatory Mitigation Plan. Except as
specifically authorized by the Mayfaire Compensatory Mitigation Plan, the
Permittee is prohibited from performing any of the following activities on the
mitigation property: filling; grading; excavating; earth movement of any kind;
construction of roads, walkways, buildings, signs, or any other structure; any
activity that may alter the drainage patterns on the property; the destruction,
mowing, or other alteration of vegetation on the property; disposal or storage
of any garbage, trash, or other waste material; or any other activity which
would result in the wetlands being adversely impacted or destroyed."
The proposed modification requests a more active versus passive management
approach to this site and will have multiple benefits that are mutually compatible.
Acceptance of this proposed modification will result in the addition of 6.9 acres of upland
buffer along Howe Creek into the permanent conservation easement in exchange for the
removal of upper- and mid-story canopy on the 1.4-acre site. Mayfaire benefits with a
more aesthetic appearance to their Military Cutoff Road frontage and increased site
visibility to currently unleased parcels.
Authorization of this permit modification will not affect the jurisdictional status or
preservation/conservation status of the site and it will remain under management of NC
State. The proposed 6.9-acre site to be added to the conservation easement represents
Page 1 of 3
27 October 2005

forested land, portions of which are currently available for development. Compared to
the 1.4-acre site proposed for modification, the 6.9 acres represents:
1) about five times the amount of area proposed for modification,
2) similar and/or better wildlife habitat,
3) a larger block of habitat that is contiguous with existing wetland (44+ acres)
within the conservation easement, and
4) an area within Howe Creek drainage basin and in closer proximity to the
water body.
In addition to the proposed on-site mitigation, an additional acre of non-riparian
hardwood wetlands will be restored at the off-site Taylor Farm in Pender County, NC.
This will increase the amount of wetland mitigation occurring at this site for Mayfaire
from 10.96 acres (authorized in the original permit/certification) to 11.96 acres.
2. Project
The proposed project is described in the attached proposal titled "Proposal to Manage
Vegetation on a 1.4-acre Site at Mayfaire, New Hanover County, North Carolina," dated
September 2005, as sent to the US Army Corps of Engineers and copied to the NC
Division of Coastal Management on 16 September 2005. This same proposal was also
sent to the NC Division of Water Quality with a completed application (Engineer Form
4345) on 11 October 2005.
3. Areas of Environmental Concern (AECs)
The project is located within the Howe Creek drainage basin in New Hanover County,
NC. In order to assess whether the project required a CAMA Major Development Permit
it was necessary to determine if the project impacted areas of environmental concern as
defined in the North Carolina Administrative Code 15A NCAC07H. Although there are
numerous AECs, the ones of most concern include coastal wetlands, estuarine waters,
estuarine shorelines, and public trust areas. The Environmental Management
Commission pursuant to T15A NCAC .021 B designates an additional are of concern as
outstanding resource waters (ORW). The area proposed for vegetation maintenance
occurs near a ditch that drains into Howe Creek, which is designated as an ORW, but
the proposed activity is not within 575 feet of the ORW, and the proposed project will not
directly impact waters of the State of North Carolina or ORW.
Conclusion
The proposed project is outside of any area of environmental concern. As defined in
General Statute 113A-103(5)a, the project does not require authorization pursuant to the
Coastal Area Management Act in that it will not occur in a duly designated area of
environmental concern.
4. General Policy Guidelines
The proposed project is consistent with,15A NCAC 07M General Policy Guidelines for
Coastal Areas. More specifically, Section 7M.0200 Shoreline Erosion Policies are not
germane to the topic because there is no proposed shoreline erosion control device
proposed. Section 7M.0300 Shorefront Access Policies are not contravened because
the proposed project will not impact current access to estuarine shoreline neighborhood
Page 2 of 3
27 October 2005

access sites, regional access sites, rnulti-regional access sites, or other areas in which
the public generally accesses the estuarine waters in this area. Section 7M.0306 Local
Government and State Involvement have not identified this site with a plan to provide
local access. Section 7M.0400 Coastal Energy Policies are not contravened because
the proposed project does not involve the development of energy facilities or energy
resources within the State. Section 7M.0500 Post-Disaster Policies are not applicable to
the proposed activity. Section 7M.0600 Floating Structure Policies are not applicable to
the proposed activity. Section 7M.0700 Mitigation Policies are addressed in conjunction
with the proposed mitigation presented to the U.S. Army Corps of Engineers as
compensation for any affects associated with the proposed activity. Therefore, the
mitigation policies are consistent with the proposed plan for development. Section
7M.0800 Coastal Water Quality Policies will not be an issue since no fill or discharge is
proposed to jurisdictional waters. Section 7M.0900 Policies and Use of Coastal Air
Space are not applicable to the project. Section 7M.1000 Policies on Water and
Wetland Based Target Areas for Military Training Activities are not applicable to the
project. Section 7M.1100 Policies on the Beneficial Use and Availability of Materials
Resulting from the Excavation or Maintenance of Navigational Channels are not
applicable to the project. Section 7M.1200 Policies on Ocean Mining are not applicable
to the project.
Conclusion
Based on the review of the General Policy Guidelines for Coastal Areas, the proposed
project is consistent with T15A NCAC Subchapter 07M.
5. Land Use Plan Review
Our initial review of the New Hanover County Land Use Plan does not reveal any
inconsistency with the proposed project/activity. The latest 2005 draft Land
Classification Map identifies the project area as "resource protection." The proposed
project/activity a) does not propose any fill to jurisdictional wetlands or waters, b) does
not increase in impervious surface, c) propose any change in the land use classification.
Conclusion
It is our determination that the proposed project is consistent with the New Hanover
County Land Use Plan.
6. Project Consistency Conclusion
These supporting documents, in accordance with 15 CFR 930.58 supply the data
necessary to assess our conclusion that the project is consistent with the Federal
Coastal Zone Management Act of 1972, as amended and the enforceable policies of the
North Carolina approved Coastal Management Program. We request that the North
Carolina Division of Coastal Management concur with our Consistency Certification that
the proposed activity complies with the enforceable policies of the North Carolina
Approved Management Program and will be conducted in a manner consistent with such
Program.
Page 3of3
27 October 2005

Wi-MINGTON,NORTH CAROLINA G anything but ordinary
16 September 2005
Ms. Jennifer Frye
U.S. Army Corps of Engineers
Regulatory Branch—Wilmington District
Post Office Box 1890
Wilmington,North Carolina 28402-1890
Re: Request for modification to the Department of the Army Permit — ID 20000135
and 401 Water Quality Certification - #3341 within a 1.4-acre preservation site, New
Hanover County
Dear Ms. Frye:
Mayfaire 1, LLC and North Carolina Agricultural Foundation, Inc [College of
Agriculture and Life Sciences,North Carolina State University(NC State)] are proposing
to implement a management plan to create and maintain visibility over an approximate
1.4-acre site adjacent to Smokey Bones Restaurant at Mayfaire. The site currently
obscures visibility between Military Cutoff Road and an unleased parcel west of the site.
The marketability of this unleased parcel is the focus of the Purpose and Need.
This is a revised formal request (original draft dated 30 June 2005) for permit
modification of the Department of the Army Permit — ID 20000135 and 401 Water
Quality Certification - #3341 based on agency comments received on 8 July (DCM), 12
July (COE, DWQ, and WRC) and 8 August 2005 (FWS). We request modification of
Special Condition P and T of the above referenced Department of the Army permit and
Water Quality Certification. Special Condition P states:
6835 Conservation Way • Wilmington, North Carolina 28405 • P(910)256-5131 • F(910)256-5829

"The permittee and its contractors and/or agents shall not excavate, fill, or
perform mechanized land clearing at any time in the construction or maintenance of this
project within waters and/or wetlands, except as authorized by this permit, or any
modification to this permit. There shall be no excavation from or waste disposal into
jurisdictional wetlands or waters associated with this permit without appropriate
modification of this permit."
Special Condition T states:
"The Permittee shall preserve and maintain the entire on-site mitigation area
as described in the Mayfaire Compensatory Mitigation Plan. Except as
specifically authorized by the Mayfaire Compensatory Mitigation Plan, the
Permittee is prohibited from performing any of the following activities on the
mitigation property: filling; grading; excavating; earth movement of any
kind; construction of roads, walkways, buildings, signs, or any other
structure; any activity that may alter the drainage patterns on the property;the
destruction, mowing, or other alteration of vegetation on the property;
disposal or storage of any garbage,trash, or other waste material; or any other
activity which would result in the wetlands being adversely impacted or
destroyed."
The proposed modification requests more active verses passive management
approach to this site and will have multiple benefits that are mutually compatible.
Acceptance of this proposed modification will result in the addition of 6.9 acres of upland
buffer into the permanent conservation easement in exchange for the removal of upper-
and mid-story canopy on the 1.4 acre site. Mayfaire benefits with a more aesthetic
appearance to their Military Cutoff Road frontage and increased site visibility to currently
unleased parcels.
Authorization of this permit modification will not affect the jurisdictional status
or preservation/conservation status of the site and it will remain under management of
NC State. The proposed 6.9-acre site to be added to the conservation easement represents
forested land that is currently available for development. Compared to the 1.4-acre site
proposed for modification,the 6.9-acre represents:
1) about five times the amount of area proposed for modification,
2) similar and/or better wildlife habitat,

3) a larger block of habitat that is contiguous with existing wetland (44d-acres)
within the conservation easement, and
4) an area within Howe Creek drainage basin at d in closer proximity to the
water body.
We understand that our. consultants, CZR Incorporated, have been in discussion.
with you regarding next steps. By way of this letter we are providing this proposal foz
review and comments to the referenced/copied recipients. Please contact me or Dawn
York with CZR at 910.392.9253 with any questions. We appreciate your help and
guidance.
Sincerely,
ai e I, LLC
Daniel H. Rahe
Director of Construction
DHR/dmy
cc: M. Brooke Lamson, Corps of Engineers
Noelle Lutheran,NC Division of Water Quality
Joanne Steenhuis,NC Division of Water Quality
Ron Sechler,National Marine Fisheries Service
Becky Fox,Environmental Protection Agency
Howard Hall,Fish and Wildlife Service
Stephen Rynas,Division of Coastal Management
Steve Everhart,Wildlife Resources Commission
Joe Taylor, Murchison and Taylor
Samuel Cooper,CZR Incorporated
Jim Hudgens,CZR Incorporated
William Hoffmann,NC State University

Proposal to Manage Vegetation on a 1.4-Acre Site
at Mayfaire, New Ilanover County, North Carolina
Purpose and Need:
Mayfaire I, LLC and North Carolina Agricultural foundation,Inc [College of Agriculture
and Life Sciences, North Carolina State University (NC State)] propose to implement a
management plan to create and maintain a visibility corridor over an approximate 1.4-acre site
adjacent to Smokey Bones Restaurant at Mayfaire. The visibility corridor will be created by
removing all trees and maintaining the shrub layer at 2 meters on the forested/shrub-scrub site.
The site currently obscures visibility between Military Cutoff Road and an unleased parcel west
of the site. The marketability of this unleased parcel is the focus of the Purpose and Need. The
removal of trees will provide additional protection to surrounding and adjacent property. The
maintenance of the 1.4-acre project area will remain under the management of NC State, as NC
State owns the property in fee simple.
Compensatory mitigation for the removal of trees and biannual maintenance of the
shrub/scrub layer within the 1.4-acre project area will be the donation of an additional 6.9 acres
of an on-site upland area within the watershed of Howe Creek into the existing conservation
easement, dated 6 March 2003. This undivided upland parcel is available and suitable for
development but will be preserved in its natural condition and restricted by the conditions of the
permanent conservation easement and permit thereby protecting it from development.
Request(Manalzement Plan):
Mayfaire and NC State requests approval from the U.S. Army Corps of Engineers and
N.C. Division of Water Quality to implement a management plan to create and maintain
visibility over an approximate 1.4-acre site. This will be accomplished through tree removal and
biannual maintenance of the shrub/scrub layer to 2 meters above existing ground level. The
estimated number of trees to be removed is 141 hardwoods and 35 pine trees, for a total of 176
trees. Annual maintenance will involve the employment of mechanical and hand clearing
methods. Vegetative debris will be removed from the site and no alteration to site topography or
hydrology will occur in conjunction with the activity.
The current condition of the forested/shrub-scrub site lacks a view corridor, preventing
clear visibility to retail shops from the intersection of Destiny Way Drive and Military Cutoff
Road. In exchange for tree removal and maintenance of shrubs of the 1.4 acre site, an additional
6.9 acres of on-site upland buffer within the Howe Creek watershed are offered. These areas will
be donated and preserved in perpetuity in the existing conservation easement and remain subject
to all conditions of the conservation easement. The conservation easement is partial mitigation
for impacts authorized by Department of the Army permit, Action ID 200001359.
Proposal 1 19 September 2005

Location:
The 1.4-acre site proposed for modification is located south of the existing Smokey
Bones restaurant and west of the intersection of Destiny Way Drive and Military Cutoff Road.
The site is also adjacent to an unnamed tributary/drainage ditch to Howe Creek in New Hanover
County,North Carolina(Figure 1).
An undivided, 6.9-acre on-site upland buffer mitigation area,being proposed for donation
into the conservation easement, is located along Howe Creek contiguous to the existing
conservation easement and Area C, a wetland mitigation area (Figure 2). The site is located
north of Howe Creek and borders the western boundary of Mayfaire property.
Existing Site Conditions of 1.4-Acre Project Area:
An evaluation of existing upland and wetland soils, vegetation, and hydrology of the 1.4-
acre project area was conducted by CZR Incorporated to assist with management
recommendations of the entire tract. The site is occupied by 1.10 acres of Section 404
jurisdictional wetland, and is characteristic of U.S. Fish and Wildlife's classification of
palustrine forested/shrub scrub, needle leaved evergreen, seasonally flooded wetland (see
photographs in Appendix A). The site vicinity prior to development scored 30.5 using the
Division of Water Quality's (DWQ)wetland rating system (0-100 scale). Recent conditions still
score the site under 40 using DWQ's rating system.
Hydrology, monitored with five manual wells and a semi-continuous monitoring well
from 18 February 2005 to 3 June 2005, has ranged from +2.5 to 36 inches below the surface;
however, area rainfall was below average in February, March, and April, and slightly above
average in May of 2005. Hydroperiods range from 8.2% to 15.6% based on New Hanover
County's growing season of 27 February to 26 November(271 days).
The site is nearly surrounded by impervious surface, several feet higher in elevation than
the site. Elevations of the tract range from 22 to 25 feet,with the wettest portion in the northeast
corner. The underlying soil is mapped as Murville fine sand, a mineral hydric soil. The texture,
color, and depth of each soil horizon were described at each well location at the time of well
installation(Table 1). Soils at the site were hydric loams, sands, or mucks.
Existing dominant vegetation was characterized by herb, shrub, and tree species sampling
and wetland indicator status designations. The most common species in the herb stratum are
broom-sedge (Andropogon virginicus) (FAC-), red bay (Persea borbonia) (FACW), and yellow
jessamine (Gelsemium sempervirens) (FAC). The project area has a well established shrub layer
consisting of red maple (Acer rubrum) (FAC), loblolly pine (Pinus taeda) (FAC), red bay,
gallberry (Ilex glabra) (FACW), yellow jessamine, and sweetgum (Liquidambar styraciflua)
(FAC+). Tree species present are: red maple, red bay, loblolly pine, and sweetgum and range
from 14 to 62 feet tall, and are mostly less than 30 years old(based on tree cores). The estimated
number of trees is 141 hardwoods and 35 pine trees, for a total of 176 trees, with an average
diameter at breast height of 5.4 inches and 6.2 inches,respectively.
Proposal 2 19 September 2005

Historic Natural Conditions of 1..4-Acre Project Area:
The historical natural condition of the project area was a non-riparian interstream wet flat
underlain by hydric soil (Murville fine sand). The site appears to have been a pine flatwood
community most recently with a. canopy of loblolly pine, pond pine (Pinus serotina), and
possibly longleaf pine (Pinus palustris). Lack of fire has allowed the development of a thick
shrub stratum. The project area was timbered by the previous owner prior to Mayfaire
development.
Proposed NUtigation Site Conditions:
The proposed site for exchange totals 6.9 acres of upland buffer mitigation,which will be
donated into the conservation easement (Figure 2). An evaluation of the site for dominant
vegetation composition was conducted by CZR Incorporated on 12 September 2005 to assist in
the comparative analysis of the vegetative composition of upper- and mid-story canopy (Table 2
and Appendix B).
The site, ranges in elevation from 23 to 28 feet, and is underlain by Pamlico muck,
Murville fine sand, and Leon sand. All three soil types characterize poorly drained hydric soils.
Biotic communities range from mature mixed pine/hardwood forest, bay forest, to shrub/scrub.
The native dominant canopy vegetation within the site consists of loblolly pine, pond pine, sweet
bay magnolia (Magnolia virginiana), red maple, and water oak (Quercus nigra) (Appendix B,
photographs). Tree species, based on field evaluations, range in age from 15 to 30 years. The
shrub and herbaceous layer mainly consisted of gallberry, greenbrier (Smilax bona-nox), giant
cane (Arundinaria gigantea), and fetterbush (Lyonia lucida). Highbush blueberry (Paccinium
eorymbosum), bracken fern (Pteridium aquilinum), and cinnamon fern (Osmunda cinnamome)
were also found occasionally in the herbaceous layer.
Federally Protected Species
Potentially occurring federally protected species within New Hanover County were
addressed during the permitting phases of the Mayfaire project. Surveys for rough-leaved
loosestrife (RLL) (Lysimachia asperulaefolia)were conducted during the permitting process and
none were detected. The NC Natural Heritage Program database does not identify occurrence
records for protected species near the project site. The proposed modification will not adversely
affect any federally listed species.
Proiect Summary:
The maintenance and removal of the upper- and mid-story canopy within the 1.4-acre
project area is not likely to adversely affect wetland functions, nor will wetland hydrology will
be altered. Any affects of site maintenance will be mitigated with the protection and addition of
6.9 acres of land with similar vegetative characteristics near Howe Creek and in a more valuable
landscape position. Mayfaire seeks to ensure that compensatory mitigation provide adequate
replacement of habitat for wildlife resources.
The 1.4-acre project area currently represents an "island," the product of a formerly
larger system that has been fragmented by surrounding development. Due to isolation and
Proposal 3 19 September 2005

fragmentation of the project area, an extensive "edge effect" has occurred. These edge effects
are well known to decrease productivity of some sensitive wildlife, like neotropical migrant
birds. Many neotropical migrants are area sensitive, requiring large blocks of habitat. The
current 1..4-acre site represents a small island of habitat,unlikely to harbor area-sensitive species.
This site is more likely to support species favoring ecotones, like brown-headed cowbirds
(Molothrus ater),which are harmful to neotropical migrants.
Residential or commercial development of the proposed 6.9-acre mitigation site would
create an opening in the current forest canopy, increasing habitat degradation to adjacent areas
by the introduction of fragmentation and edge-effects. Removal of vegetation and development
of the 6.9-acre site would likely prove to be more detrimental to area-sensitive wildlife by
fragmenting the landscape, compared to maintaining forest vegetation at the 1.4-acre site. The
1.4-acre site has a greater potential to provide other important wetland functions (compared to
wildlife habitat), while the larger 6.9-acre site has a better opportunity to offer wildlife habitat
and maintain/improve the habitat corridor along Howe Creek.
Upland areas, bordering jurisdictional wetlands, often serve to filter, catch, and retain
dissolved and suspended matter carried by surface runoff of water from surrounding landscapes.
When an upland adjacent to a wetland is developed, sedimentation (the increase of deposited
particulate matter) can become a major water quality problem for the wetland, as well as Howe
Creek, classified as Outstanding Resource Waters. However, the upland vegetation is
particularly effective at controlling sedimentation and turbidity (particulate matter suspended in
water). Preserving wetland and upland within the drainage basin is important to protecting water
quality in wetlands, in the groundwater, and in downstream coastal waters.
The preservation of an additional 6.9 acres of upland buffer will provide replacement
mitigation with similar species composition and underlying hydric soils. These areas provide an
extension of approximately 500 feet of upland buffer adjacent to riparian jurisdictional wetlands
along Howe Creek as well as serve as a corridor to existing contiguous interstream wetlands
(over 44 acres). The cover types present in the buffer zone, including early successional pine
forest, bay forest, and mature mixed pine-hardwood forest, provide a diversity of habitat for
wildlife species. The wider buffer zone would contribute to the protection of Howe Creek's
water quality.
Proposal 4 19 September 2005

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Table 1. Soil horizon and water table information collected from 1.4-acre project
area. Data were collected on 18 and 25 February 2005.
Soil Depth of Soil texture Mansell soil Depth to water table
Sample/Well horizon (in) color (inches)
Location 25 February/4 March
A-1 0 -11 sandy loam 10YR 2/1 -20/-7.75
11 - 36 sandy loam 2.5 Y 2.5/1;
mottles mcd
10YR 5/8
B-1 0 -15 sandy loam 10YR 211 -15/-10.75
15 - 36 sandy loam 10YR 4/2;
mottles 10YR
5/8 and 7.5YR
5/8, both mcd
C-1 0 - 8 muck 10YR 2/1 -36/-6.5
8 -15 mucky sand 10YR 2/1
15 - 21 mucky sand 10YR 2/2
21 - 26 mucky sand 10YR 3/1;
mottle 7.5 YR
6/8
26 - 32 mucky sand 10YR 2/1;
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32 - 36 mucky sand 10YR 5/1;
mottle 7.5 YR
5/6
Ecotone - same as C-1 - range of-23 to -1
D-1 0 -7 sandy loam 10YR 2/1 -22/-18.5
7 - 36 Sand 10YR 3/1
E-1 0 -11 loamy sand 10YR 2/1 -15/-10
11- 36 loamy sand 2.5 Y 2.5/1

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Photo 2. 1.4-acre project area,northwestern comer facing into the site.

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APPENDIX B
PHOTOGRAPHS OF PROPOSED UPLAND
MITIGATION SITE

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Photo 1. 1 to east of the proposed mitigaition site located noir�tth 64 owe Creek,
along the western boundary of Mayfaire property.
•_t .. `\�` f' `ire ��` ,� . "
. • 2. View of mid-storycanopy the . ..• :• g on site. Red
maple • greenbrier are dominant speciesthe shrub/scrub

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Photo • east of c proposed •ation site located adjacent t• Area C,
existingan wetland mitigation
Photo 4.View of
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and sweet bay magnclia compose the dominant f -.

4 `
f
. . ew of herbaceous stratum in the proposed mitigation site, giant
magnoliaand sweet bay .. o of the dominant species.
Photo 6. Interior View of the proposed mitigation site, located adjacent to area
within
existing .

ACTEC OCT
. '
2 2005
LETTER OF TRANSMITTAL _
To: From: MACTEC Engineering Pr oject/Job No.:
Z and Consulting,Inc. Date: t )-,.f
�p 5710 Oleander Drive Project
�. v � 4^r1v�►jt=i�o"L Suite 110
Wilmington,NC 28403
Phone:[phone] Description:
Fax: [phone]
Gf
Attn: Attn:
COPIES DOC. NO. DATE DESCRIPTION
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ For Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval
-For Your Use ❑ Approved as Noted ❑ Submit Copies for Distribution
❑ As Requested ❑ Returned for Corrections ❑ Return Corrected Prints
❑ For Review and Comment Other
❑ Prints Returned After Loan to us ❑ For Bids Due:
REMARKS:
Copies To: _.xia`i.l`e Streej C.t,-�5V,Signed:
File,
IF ENCLOSURES RECEIVED ARE NOT AS LISTED ABOVE,PLEASE NOTIFY US AT ONCE.
9 2405

(
t
(
M-ACTEC
REPORT OF
QUARTERLY MONITORING —THIRD QUARTER 2005
STAVE STORMWATER MANAGEMENT PERMIT
FOR HIGH DENSITY DEVELOPMENT
THE VILLAGE AT MAYFAIRE—SW8 011119
WILMINGTON, NEW HANOVER COUNTY,NORTH CAROLINA
Prepared for
STATE STREET CONSTRUCTION COMPANY
WiRmingtoIln, North Carolina
Prepared by
MACTEC ENGINEERING AND CONSULTING, INC.
WIILMINGTON,NORTH CAROILINA
MACTEC Project No. 6550-03-0070
October 24, 2005

MACTEC
October 24, 2005
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington,North Carolina 28405
Subject: Report of Quarterly Monitoring—Third Quarter 2005
State Stormwater Management Permit
For High Density Development
The Village at Mayfaire—SW8 011119
Wilmington,New Hanover County,North Carolina
MACTEC Project No. 6550-03-0070
To whom it may concern:
On behalf of State Street Construction Company, MACTEC Engineering and Consulting,
Inc. (MACTEC), is pleased to provide the Division of Water Quality Section of the North
Carolina Department of Environment and Natural Resources (DWQ) with the results of
instream analytical monitoring and storm event monitoring of the stream samples and
BMP samples for the third quarter 2005, at the Village at Mayfaire site in Wilmington,
North Carolina.
Thank you for the regulatory assistance with the Village at Mayfaire project. If you have
questions regarding this report or need additional information please contact us at (910)
452-1185.
Respectfully submitted,
MACTEC ENGINEERING AND CONSULTING,INC.
ev
Lisa A. Thatcher, E.I. Daniel C. Shields, P.E.
Staff Engineer Principal Engineer
cc: Mr.Mike Vollmin, State Street Construction Company
MACTEC Engineering and Consulting, Inc.
5710 Oleander Drive,Suite 110•Wilmington,NC 208403
910-452-1185•Fax:[phone]

The Village at Mayfaire—Monitoring Services for Permit Compliance October 24,2005
MACTEC Project No. 6550-03-0070
TABLE OF CONTENTS
1.0 Introduction.....................................................................................................1
2.0 The Village at Mayfaire..................................................................................2
2.1 Semiannual Inspection by a P.E................................................................2
2.2 Instream Analytical Monitoring................................................................2
2.3 Instream Analytical Monitoring Results...................................................3
2.4 Storm Event Monitoring...........................................................................3
2.5 Storm Event Monitoring Results ..............................................................5
3.0 Conclusion .......................................................................................................5
TABLES
Table 1 Quarterly Instream Sampling Results
Table 2 Fecal Coliform Results
Table 3 Quarterly Storm Event Sampling Results
FIGURES
Figure a Site Location Map and Surface Water Sample Locations
Figure 2 Site Map and Sample Locations
APPENDICES
Appendix A Instream Sampling Event Field Notes and Laboratory Results
Appendix B Fecal Coliform Sampling Results
Appendix C Storm Sampling Event Field Notes and Laboratory Results
i
i

The Village at Mayfaire—Monitoring Services for Permit Compliance October 24,2005
MACTEC Project No. 6550-03-0070
1.0 INTRODUCTION
The State Stormwater Management Permit issued by the DWQ has categorized the
Village at Mayfaire site as "High Density Development".
The permit for the Village at Mayfaire was issued December 4, 2002, permit number
SW8 011119; this permit is set to expire December 4, 2012. Monitoring requirements are
outlined in Section III of the permit, and include the following elements:
➢ Semiannual scheduled inspections (every 6 months) by a Professional Engineer
(P.E.) to assure that the permitted stormwater system functions at optimum
efficiency. These records must indicate the date, activity, name of person
performing the work and what actions were taken. These inspections are scheduled
to occur during June and December of each year.
➢ Instream analytical monitoring shall be conducted quarterly, concurrent with
documentation of a system inspection. The collected samples are to be analyzed for
total suspended solids, turbidity and fecal coliform by a certified analytical lab; the
samples are to be field analyzed by MACTEC for dissolved oxygen, temperature,
conductivity, flow, and pH.
➢ Instream storm event monitoring is required during four representative storm events
in each year of the permit. Each BMP at the Village at Mayfaire site; three wet
detention storage ponds, shall be monitored concurrently with the instream storm
event monitoring (4 events per year). Grab samples shall be obtained at specified
locations in the BMP to demonstrate the efficiency of the practices (inflow/outflow).
The collected samples are to be analyzed for total suspended solids, turbidity and
fecal coliform by a certified analytical lab; the samples are to be field analyzed by
MACTEC for dissolved oxygen, temperature, conductivity, flow and pH.
➢ One instream analytical monitoring event per year will be "split" with the DWQ.
The samples will be delivered to a State-certified lab. Since flow and temperature
samples cannot be split, they will be excluded from the split sample requirement.
The split sampling event is scheduled to occur during the first quarter of each year.
Gxhentslstate stree6quarterly reports 13rdO200513rd02005.doc 1

The Village at Mayfaire—Monitoring Services for Permit Compliance October 24,2005
MACTEC Project No. 6550-03-0070
2.0 THE VILLAGE AT MAYFAIRE
This section presents the results from field activities and laboratory analysis for the
Village at Mayfaire site.
2.1 Semiannual Inspection by a P.E.
Semiannual scheduled inspections are required to be performed by a Professional
Engineer (P.E.) every six months to assure that the permitted stormwater system at the
Village at Mayfaire site functions at optimum efficiency. These inspections are scheduled
to occur during June and December of each year. There was no inspection conducted by
a P.E. during this quarter.
2.2 Instream Analytical Monitoring
Instream analytical monitoring is required to be conducted quarterly, concurrent with
documentation of a system inspection. Two surface water monitoring sites have been
selected after negotiation with the DWQ. On December 7, 2004, Stephanie Garrett of the
DWQ accompanied a MACTEC representative in the field to select appropriate surface
water monitoring locations. Two surface water monitoring sites have been selected on
the unnamed tributary of Howe Creek that runs through the site; one upstream and one
downstream of the Village at Mayfaire site. The surface water monitoring locations are
illustrated on the attached Figures 1 and 2. Latitude and longitude coordinates were
obtained in the field by MACTEC on December 8, 2004. These coordinates are included
on Figures 1 and 2.
On September 7, 2005, MACTEC went to the Village at Mayfaire site to conduct the
instream analytical monitoring event for the third quarter of 2005. MACTEC went to
each of the two pre-determined surface water sample locations and attempted to collect
samples to be field analyzed for dissolved oxygen, temperature, conductivity, flow, and
pH; and laboratory analyzed for total suspended solids,turbidity, and fecal coliform.
The field sampling worksheet and the laboratory analytical data for the instream
analytical monitoring event are included in Appendix A. The results of the sampling
event are also listed in Table 1.
G:clientslstate streeAquarterly reports13rd0200513rd02005.doe 2

The Village at Mayfaire—Monitoring Services for Permit Compliance October 24,2005
MACTEC Project No. 6550-03-0070
2.3 Instream Analytical Monitoring Results
The classifications assigned to the waters of the State of North Carolina are based upon
existing or contemplated best usage of the various streams and segments of streams in the
basin determined through studies and evaluations and the holding of public hearing for
consideration of the classifications. According to 15A NCAC 02B .0311, Howe Creek is
considered a class SA Outstanding Resource Water (SA ORW) from its source to the
Intracoastal Waterway. In Howe Creek, the fecal coliform standard is based on the
median value of five readings in a 30-day period; the median value is not to exceed 14
colonies per 100 mL of water. The table showing all results of all fecal coliform
sampling for September is attached as Table 2; the laboratory analytical results for the
additional fecal coliform sampling events are included in Appendix B. According to 15A
NCAC 02B .0220 "violations of the fecal coliform standard are expected during rainfall
events and, in some cases, this violation is expected to be caused by uncontrollable
nonpoint source pollution"
Due to the low amounts of rainfall and the hot summer temperatures leading up to this
event, there was no water present at the upstream or downstream sampling locations of
the unnamed tributary of Howe Creek that runs through the Village site. Therefore, it
was not possible to collect water samples or take field readings from these locations
during the instream sampling event for September 2005.
2.4 Storm Event Monitoring
A representative storm event is defined as an event that measures greater than 0.1 inches
of rainfall that is preceded by at least 72 hours during which no storm event measuring
greater than 0.1 inches has occurred. According to the State Stormwater Management
permit, each BMP must be monitored during a representative storm event to demonstrate
the efficiency of the practices (inflow/outflow). BMP samples must consist of a grab
sample of the first flush inflow and the discharge outflow. The first flush inflow sample
window is within the first 30 minutes of a discernable inflow from a representative storm
event; the discharge outflow sample window is within the first 30 minutes of discharge
from a representative storm event. The permit requires that this storm event monitoring
be conducted quarterly, and instream samples must also be collected during this event.
G:clientsWate streetlquarterly reports Ord0200513rdQ2005.doe 3

The Village at Mayfaire—Monitoring Services for Permit Compliance October 24,2005
MACTEC Project No.6550-03-0070
On December 7, 2004, Stephanie Garrett of the DWQ accompanied a MACTEC
representative in the field to select appropriate BMP sampling locations. Although four
BMP structures exist at the Village at Mayfaire site, Wet Detention Pond 1, Wet
Detention Pond 2, Wet Detention Pond 3, and Holding Pond 4, it will only be necessary
to monitor the"outflow" structure for three of these areas. Holding Pond 4 does not have
a typical "outflow" structure; the water in this pond is pumped to the other BMPs when
the level is high using a transfer pump. It will not be necessary to collect "outflow"
samples from this location. Detention Pond 3 is comprised of 2 separate cells; the
"inflow" sampling location has been designated as the structure where the west cell flows
into the east (final) cell. MACTEC will collect the "outflow" samples from the outflow
structure on each of the ponds by dipping a sample probe through the grate on the top of
the outflow box at each of the ponds. The BMP monitoring locations are illustrated on
the attached Figure 2.
A rain gauge is located on the Village at Mayfaire site, and this gauge is monitored daily,
when rain events occur, by MACTEC. On August 23, 2005, 1.9 inches of rain were
received at the Village. Prior to this event a measurable amount of rainfall greater than
0.1 inches had not been recorded since August 17, 2005 (0.8 inches). Samples were
collected from the inflow structures at each of the four BMPs and at the outflow structure
for Pond 3. Due to the low amounts of rainfall and the hot summer temperatures leading
up to this event, there was no water present at the upstream sampling location of the
unnamed tributary of Howe Creek that runs through the Village site. Therefore, it was
not possible to collect water samples or take field readings from this location during the
storm sampling event for August 2005. Pond 4's outflow was not sampled because when
the water level is high, it is pumped to another pond.
MACTEC personnel went to each of the pre-determined BMP and surface water
sampling locations and collected samples to be field analyzed for dissolved oxygen,
temperature, conductivity, flow, and pH where possible. Samples for total suspended
solids, turbidity, and fecal coliform were collected in laboratory prepared bottles, placed
in an ice-filled cooler, and hand-delivered to Environmental Chemists, Inc., in
Wilmington,North Carolina for analysis.
The field sampling worksheet and the laboratory analytical data for the storm monitoring
event are included in Appendix C. The results of the sampling event are also listed in
Table 3.
G:clientsWate stree6quarterly reports OrdO2005 BrdO2005.doc 4

The Village at Mayfaire—Monitoring Services for Permit Compliance October 24,2005
MACTEC Project No. 6550-03-0070
2.5 Storm Event Monitoring Results
Water quality standards exist for the surface water samples collected from Howe Creek;
however, no formal standards are established for the pond discharges. It should be noted
that these ponds are used as a habitat by Canadian Geese and other waterfowl native to
the site area; it is expected that fecal coliform readings will be elevated in the ponds. The
data in Table 3 indicates that total suspended solids, turbidity, conductivity, dissolved
oxygen, and temperature measurements were very similar when comparing the Detention
Pond 3 inflow data point to the outflow data point. An increase in fecal coliform was
reported by the laboratory for the Detention Pond 3 inflow and outflow data points. The
dissolved oxygen levels are above the established standard in every sample. The pH
values of the BMP samples were elevated compared to the standard range except for the
value at the Howe Creek Downstream, which was within the standard range.
Due to low or no water levels in the unnamed tributary of Howe Creek that runs through
the Village site, it was not possible to collect water samples from the upstream sampling
location very many times in the third quarter of 2005. Water levels were also very low at
the downstream location during the third quarter. Therefore, it was not possible to collect
five samples during the month of August for the upstream location, and many samples
from the downstream location came nearly from the bed of the creek. Every effort was
made to collect each sample with sufficient water for analysis while at the same time
trying not to stir up the bed of the creek. Based on the limited samples taken and the
circumstances under which they were collected (i.e. low water levels), it is difficult to
compare the results to the standards for this quarter.
3.0 FUTURE WORK
MACTEC's next quarterly sampling events for the Village at Mayfaire are scheduled for
the fourth quarter of 2005, October through December.
GxhentsWate stree6quarterly reports 13rd0200513rdO2005.doc 5

TABLES

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MACTECE
SITE LOCATION i
SURFACE WATER SAMPLE LOCATIONS APPROVAL: L-A T- SCALE: AS SHOWN
THE VILLAGE AT MAYFAIRE ® • C 1 1 11 1 1
WILMINGTON,NORTH - • •

HOWE CREEK UPSTREAM
N 34014,979'
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-�qm
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-- W 77249.655�-- -
LEND:
(O SURFACE WATER SAMPLE LOCATION
X BMP SAMPLE LOCATION
GRAPHIC SCALE- IN FEET SITE MAP AND SAMPLE LOCATIONS DRAWN: WBM JOB: 6550-03-0070
0 200 40o THE VILLAGE AT MAYFAIRE 4rMACTEC
APPROVAL: DATE:
WILMINGTON, NORTH CAROLINA SCALE: AS SHOWN FIG: 2

i
i

THE VILLAGE AT MAYFAIRE
INSTREAM ANALYTICAL MONITORING
QUARTERLY EVENT
MACTEC PROJECT NUMBER: 6550-03-0070
Concurrent with documentation of a system inspection
Howe Creek Upstream
TSS sample collection time
Turbidity sample collection time
ui
Fecal Coliform a sample collection time
DO 2 mg/L
Temperature U) C
Conductivity PS/cm
Flow z ft/second
pH
Howe Creek Downstream
TSS sample collection time
Turbidity sample collection time
Lu
Fecal Coliform a sample collection time
DO 2 mg/L
Temperature < C
Conductivity PS/Cm
Flow z ft/second
pH
No samples were taken from these locations during this event due to there not being enough water or
no water at each location.
Date: 9/7/2005
Time: 1000
Samples collected by: Lisa Thatcher of MACTEC
Meter Calibration information:
Horiba U-10,Unit ID#M014-12
Autocalibration solution lot#4784 exp.1/6/07
Autocalibrated prior to use with pH 4.0,0.0 NTU,4.49 mS/cm solution
Calibration before event on 9/7/05 read pH 4.00,Conductivity 4.49 mS/cm,DO 8.76 mg/L,Temperature 23.4°C
After event check on 9/7/05 read pH 4.10,Conductivity 4.38 mS/cm,DO 6.95 mg/L,Temperature 31.7°C
Global Water FP101 Global Flow Probe,Serial#40215
Calibrated at the warehouse prior to shipment
Prepared by:LAT 9/7/05
Checked by:JJ 10/12/05

i
i

41
Environmental Chemists Inc.
( envirochem6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
' SM
710 Bowsertown Road •Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729 -
CCuglo rmeiro
I\1&AC 1 ZC lEungnneering& Consulting Date of Report: August 8, 2005
5710 Oleander Drive, Suite 110
Wilmington, NO 28401 Puirc➢nase Girderr#: 28012
Attn. Lisa Thatcher
Repwt Nummbeur: 5-5458
REPORT UY ANALIYSRS
Dale SmmmpRed-. 08/01/05 Report To. Lisa Thatcher
SnmpEed By- Lisa Thatcher
WA u u� 'il,a +�at 10�ayfaire
sampDe M Lab ID Fecal Coliform,
Colonies/100 mL
TVM Howe Creek # 12196 > 6000
Downstream
Method Code SM[ 9222 ID R Rth Ed,
Detection Limit M
Date AunnDyzed 08/01/05
Comments-
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enviLrochem 6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
SM
710 Bowsertown Road •Manteo,NC 27954
ANALYTICAL&CONSULTING
AUGAUG � ����� [phone]
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
MACTEC Engineering& Consulting Date of Report: August 16, 2005
5710 Oleander Drive, Suite i 10
Wilmington, NC 28401 Purchase Order#: 28012
Attn: Lisa Thatcher
Report Number: 5-5651
REPORT OF ANALYSIS
Date Sampled: 08/08/05 Report To: Lisa Thatcher
Sampled By: Lisa Thatcher
WATER: Village at Mayfafire
Sample ID Lab ID Fecal Coliform,
Colonies/100 mL
TVM Howe Creek # 12713 2475
Downstream
Date Analyzed 08/08/05
Comments:
Reviewed bya- _, �'k'�O / �/J

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• 6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) 9 [phone](Fax)
SM
710 Bowsertown Road •Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE 937729
Customer:
MiACTEC Engineering& Co>InoanMng Date of Report: August 17, 2005
5710 Oleander Drive, Suite 110
Wilmington, NC 28401 Fu rch se Girder#: 28012
Attn: List Thatcher
Report Number. 5-5697
REPORT OF ANA LYM
Dmte 5,%mmpmped. 08/10/05 Report 70o Lisa Thatcher
Samp Hed aye Jamie Jarrah
W.rk'7l Ro VT:H a at 19fa Hlii e
camp Ee HD L,%h ID Yec.%p Cofformmo
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# 12880 > 6000
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Environmental Chemists, Inc.
envirochem 6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
SM
710 Bowsertown Road •Manteo,NC 27954
ANALYTICAL&CONSULTING [phone]
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer.
MACTEC Engineering& Consulting Date of Report: August 22, 2005
5710 Oleander Drive, Suite 110
Wilmington, NC 28401 !Purchase (Order#: 23012
Attn: Lisa Thatcher
Report Nunmmbelro 5-5907
REPORT OF ANALYSIS
Date Sampled- 08/17/05 Report To- Lisa Thatcher
Snmrnpled By: Jamie Jarrah
��VAT1(i.R- VIlHnge nt P/-ITny hh> e
Sampfle M IL.%b M Fecal Coliform9
Colonies/100 mL
TVM Howe Creek # 13413 930
�Dowastirenin
Doe AIInOyzed 08/17/05
Comments:
Reviewed by: C6--'�)- Z,o/ 9

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THE VILLAGE AT MAYFAIRE
STORM EVENT MONITORING
QUARTERLY EVENT
MACTEC PROJECT NUMBER: 6550-03-0070
Event that measures greater than 0.1 inches of rainfall and is preceeded by at least 72-hours during which
no stop n event measuring greater thann 0.1 inches has occurred.
Howe Creek Upstream Detention Pond#2-OUTFLOW
TSS sample collection time TSS 1100 sample collection time
Turbidity w sample collection time Turbidity 1100 sample collection time
Fecal Coliform a sample collection time Fecal Coliform 1100 sample collection time
DO g mg/L DO 5.93 mg/L
Temperature Cn C Temperature 29.5 C
Conductivity PS/cm Conductivity 181 PS/Cm
Flow z ft/second Flow 1.2 ft/second
pH pH 8.53
Howe Creek Downstream Detention Pond#3-INFLOW (3E inflow)
TSS 1140 sample collection time TSS 1030 sample collection time
Turbidity 1140 sample collection time Turbidity 1030 sample collection time
Fecal Coliform 1140 sample collection time Fecal Coliform 1030 sample collection time
DO 7.25 mg/L DO 5.88 mg/L
Temperature 26.8 C Temperature 29.7 C
Conductivity 140 pS/cm Conductivity 124 pS/cm
Flow 0.3 ft/second Flow 0 ft/second
pH 7.62 pH 9.13
Detention Pond#1-INFLOW Detention Pond#3-OUTFLOW
TSS 1020 sample collection time TSS 1110 sample collection time
Turbidity 1020 sample collection time Turbidity 1110 sample collection time
Fecal Coliform 1020 sample collection time Fecal Coliform 1110 sample collection time
DO 7.24 mg/L DO 5.03 mg/L
Temperature 26.3 C Temperature 29.8 C
Conductivity 135 pS/cm Conductivity 127 pS/cm
Flow 0 ft/second Flow 0 f tsecond
pH 9.98 pH 8.98
Detention Pond#1-OUTFLOW Holding Pond#4-INFLOW
TSS 1120 sample collection time TSS 1040 sample collection time
Turbidity 1120 sample collection time Turbidity 1040 sample collection time
Fecal Coliform 1120 sample collection time Fecal Coliform 1040 sample collection time
DO 5.82 mg/L DO 6.90 mg/L
Temperature 29.0 C Temperature 27.4 C
Conductivity 140 pS/cm Conductivity 93 pS/cm
Flow 0.2 ft/second Flow 0.3 ft/second
pH 9.43 pH 8.53
Detention Pond#2-INFLOW Holding Pond#4-OUTFLOW (only to be sampled if pumping)
TSS 1050 sample collection time TSS sample collection time
Turbidity 1050 sample collection time Turbidity w sample collection time
Fecal Coliform 1050 sample collection time Fecal Coliform a sample collection time
DO 5.81 mg/L DO 2 mg/L
Temperature 26.4 C Temperature < C
Conductivity 192 pS/cm Conductivity F PS/cm
Flow 0 ft/second Flow z ft/second
pH 8.91 pH
Samples for Tss,turbidity,and fecal coliform collected and hand delivered to Envornmental Chemists in Wilmington,North Carolina for analysis.
Date: 8/23/2005
Time: 10:20
Samples collected by: Lisa Thatcher of MACTEC
Meter Calibration information:
Horiba U-10,Unit ID#M014-12
Autocalibration solution lot#4784 exp.116107
Autocalibrated prior to use with pH 4.0,0.0 NTU,4.49 mS/cm solution
Calibration before event on 8123105 reads pH 3.99,Conductivity 4.49 mS/cm,DO 8.63 mg/L,Temperature 24.2°C
After event check on 8/23/05 reads pH 4.37,Conductivity 4.37 mS/cm,DO 9.18 mg/L,Temperature 23.8°C
Global Water FP101 Global Flow Probe,Serial#40215
Calibrated at the warehouse prior to shipment
Prepared by:LAT 9/2/05
Checked by:JJ 10/12/05

Environmental Chemists, Inc.
'envirochem6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
SM
710 Bowsertown Road • Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
RE
Customer:
SEP 0 6 REC'D
MACTEC Engineering& Consulti Date of Report: August 30, 2005
5710 Oleander Drive, Suite 110 jAW 1N
GT0,,N
Wilmington, NC 28401 - Purchase Order#:
Attn: Lisa Thatcher
Report Number: 5-6095
r REPORT OF ANALYSIS
Date Sampled: 08/23/05 Report To: Lisa Thatcher
Sampled By: Lisa Thatcher/Jamie Jarrah
WATER: The Village at Mayfaire
Fecal Coliform, Total Suspended
Sample ID Lab ID Colonies/100 mL Turbidity, NTU Solids, TSS mg/L
Howe Creek Downstream # 13808 > 6000 22.7 15
DPl —Inflow # 13809 > 6000 1150 1526
DPl-Outflow # 13810 > 6000 23.5 14
DP2—Inflow # 13811 > 6000 1628 1834
DP2—Outflow # 13812 3 600 21.5 11
DP3- Inflow # 13813 182 7.7 9
DP3—Outflow # 13814 800 est. 6.2 7
HP-4—Inflow # 13815 > 6000 18.8 33
Method Code SM 9222 D jWh Ed. EPA 180.1 EPA 160.2
Detection Limit 1 0.1 1.0
Date Analyzed 08/23/05 08/24/05 08/26/05
L
Comments: '
LReviewed by.
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file request
Subject: file request
From: "Coastkeeper" <[e-mail]>
Date: Thu, 29 Sep 2005 12:26:23 -0400
To: "Rivenbark, Beverly" <[e-mail]>
Hi Bev,
Thanks for your help last week with our file request. Hope the transition is
winding down. I was wondering if I could request to review two files:
1)__The _Village at .M4yfaire__.SW801.1.119 - specifically the monitoring reports;
and __ ....
2) SW file for Inland Properties project at J. Bell Lane, Ocean, Carteret
County.
If possible, I'd like to come by at 11 am tomorrow to review and copy the
files.
Thanks very much,
Ted
Ted Wilgis - Cape Fear COASTKEEPERO
North Carolina Coastal Federation
Wilmington Field Office
University Corporate Center II
131 Racine Dr. , Suite 101
Wilmington, NC 28403
Phone: [phone]
Mobile: [phone]
Fax: [phone]
www.nccoast.org
1 of 1 9/29/2005 12:36 PM

-CEIVVED
MACTEC AUG 2 9 2005
LETTER OF TRANSMITTAL BY:-
To: From: MACTEC Engineering Project/Job No.:
'rWl av Gam— K and Consulting,Inc. Date: pS`y
�}
n 5710 Oleander Drive Project
eL: vY�Q P�(ilttf Suite 110 \j(t�. C 've.
Wilmington,NC 29403
Phone:[phone] Description:
(oOR- Fax: [phone]
Attn: Attn:
LA-SO
COPIES DOC.NO. DATE DESCRIPTION
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ For Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval
.For Your Use ❑ Approved as Noted ❑ Submit Copies for Distribution
❑ As Requested ❑ Returned for Corrections ❑ Return Corrected Prints
❑ For Review and Comment Other
❑ Prints Returned After Loan to us ❑ For Bids Due:
REMARKS:
Copies To: �bft aka 1,r�11►w+�� Sfrx Fe Signed:_- Cat �, `'�t -1`41�'�
Fit e CZ;Astnu r71s1 CO-
IF ENCLOSURES RECEIVED ARE NOT AS LISTED ABOVE,PLEASE NOTIFY US AT ONCE.
V
4
DEC 2 9 2005

l
AMI � CT -X-Jc
REPORT OF
QUARTERLY MONITORING-SECOND QUARTER 2005
STATE STORMWATER MANAGEMENT PERMIT
FOR HIGH DENSITY DEVELOPMENT
THE VILLAGE AT MAYFAIRE—SW8 011119
WILMINGTON,NEW HANOVER COUNTY,NORTH CAROLLINA
Prepared for
STATE STREET CONSTRUCTION COMPANY
Wilmington, North Carolina
Prepared by
MACTEC ENGINEERING AND CONSULTING, INC.
WILMINGTON, NORTH CAROLINA
MACTEC Project No. 6550-03-0070
August 21,2005
I
I

jIMACTEC
August 21, 2005
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Report of Quarterly Monitoring—Second Quarter 2005
State Stormwater Management Permit
For High Density Development
The Village at Mayfaire—SW8 011119
Wilmington, New Hanover County, North Carolina
MACTEC Project No. 6550-03-0070
To whom it may concern:
On behalf of State Street Construction Company, MACTEC Engineering and Consulting,
Inc. (MACTEC), is pleased to provide the Division of Water Quality Section of the North
Carolina Department of Environment and Natural Resources (DWQ) with the results of
instream analytical monitoring and storm event monitoring of the stream samples and
BMP samples for the second quarter 2005, at the Village at Mayfaire site in Wilmington,
North Carolina. An addendum is also included in this report, which contains a
comparison of results from DWQ's split sampling event with MACTEC during the first
quarter of 2005 in March.
Thank you for the regulatory assistance with the Village at Mayfaire project. If you have
questions regarding this report or need additional information please contact us at (910)
452-1185.
Respectfully submitted,
MACTEC ENGINEERING AND CONSULTING, INC.
Lisa A. Thatcher, E.I. Daniel C. Shields, P.E.
Staff Engineer Principal Engineer
cc: Mr.Mike Vollmin, State Street Construction Company
MACTEC Engineering and Consulting
5710 Oleander Drive,Suite 110-Wilmington,NC 28403
910-452-1185-Fax:[phone]

( The Village at Mayfaire—Monitoring Services for Permit Compliance August 21,2005
MACTEC Project No.6550-03-0070
TABLE OF CONTENTS
1.0 Introduction.....................................................................................................1
2.0 The Village at Mayfaire..................................................................................2
2.1 Semiannual Inspection by a RE................................................................2
2.2 Instream Analytical Monitoring................................................................2
I 2.3 Storm Event Monitoring...........................................................................4
2.4 Monitoring Results...................................................................................6
3.0 Conclusion.......................................................................................................7
l
TABLES
Table 1 Quarterly Instream Sampling Results
Table 2 Fecal Coliform Results
Table 3 Quarterly Storm Event Sampling Results
FIGURES
Figure 1 Site Location Map and Surface Water Sample Locations
]Figure 2 Site Map and Sample Locations
APPENDICES
Appendix A Instream Sampling Event Field Notes and Laboratory Results
Appendix B Fecal Coliform Sampling Results
Appendix C Storm Sampling Event Field Notes and Laboratory Results
ADDENDUM
Addendum 1 DWQ Comparison of Results from Split Sampling Event in March 2005
L
LGxlientsWate stree6quarterly repor1sVune05Vune05.doc
L

The Village at Mayfaire—Monitoring Services for Permit Compliance August 21,2005
MACTEC Project No.6550-03-0070
1 ..
1.0 INTRODUCTION
The State Stormwater Management Permit issued by the DWQ has categorized the
Village at Mayfaire site as"High Density Development".
The permit for the Village at Mayfaire was issued December 4, 2002, permit number
SW8 011119; this permit is set to expire December 4, 2012. Monitoring requirements are
outlined in Section III of the permit, and include the following elements:
1 ➢ Semiannual scheduled inspections (every 6 months) by a Professional Engineer
( (P.E.) to assure that the permitted stormwater system functions at optimum
t efficiency. These records must indicate the date, activity, name of person
performing the work and what actions were taken. These inspections are
scheduled to occur during the June and December sampling events.
➢ Instream analytical monitoring shall be conducted quarterly (March, June,
September, and December), concurrent with documentation of a system
inspection. The collected samples are to be analyzed for total suspended solids,
turbidity and fecal coliform by a certified analytical lab; the samples are to be
ffield analyzed by MACTEC for dissolved oxygen, temperature, conductivity,
C flow, and pH.
➢ Instream monitoring is required during four representative storm events in each
year of the permit. Each BMP at the Village at Mayfaire site; three wet detention
storage ponds, shall be monitored concurrently with the instream storm event
fmonitoring (4 events per year). Grab samples shall be obtained at specified
locations in the BMP to demonstrate the efficiency of the practices
L (inflow/outflow). The collected samples are to be analyzed for total suspended
solids, turbidity and fecal coliform by a certified analytical lab; the samples are
I to be field analyzed by MACTEC for dissolved oxygen, temperature,
t .
conductivity, flow and pH.
L > One sample event per year will be "split" with the DWQ. The samples will be
delivered to a State-certified lab. Since flow and temperature samples cannot be
LGxlientsWate stree6quarterly reports Vune05Vune05.doc I
L

The Village at Mayfaire—Monitoring Services for Permit Compliance August 21,2005
MACTEC Project No. 6550-03-0070
split, they will be excluded from the split sample requirement. The split sample
event is scheduled to occur during the March sampling event.
2.0 THE VILLAGE AT MAYFAIRE
This section presents the results from field activities and laboratory analysis for the
Village at Mayfaire site.
S2.1 Semiannual Inspection by a P.E.
Semiannual scheduled inspections are required to be performed by a Professional
Engineer (P.E.) every six months to assure that the permitted stormwater system at the
Village at Mayfaire site functions at optimum efficiency. These inspections are scheduled
1 to occur during the June and December sampling events. On July 6, 2005, Daniel C.
Shields, a licensed Professional Engineer in the state of North Carolina, went to the
Village at Mayfaire site to conduct an inspection of the stormwater system in operation at
the site. During this inspection, the system was observed to be operating as intended and
i no maintenance or corrections were necessary at this time.
0
E 2.2 Instream Analytical Monitoring
Instream analytical monitoring is required to be conducted quarterly, concurrent with
documentation of a system inspection. Two surface water monitoring sites have been
selected after negotiation with the DWQ. On December 7, 2004, Stephanie Garrett of the
DWQ accompanied a MACTEC representative in the field to select appropriate surface
water monitoring locations. Two surface water monitoring sites have been selected on
the unnamed tributaryof Howe Creek that runs through the site; one upstream and one
g � p
downstream of the Village at Mayfaire site. The surface water monitoring locations are
illustrated on the attached Figures 1 and 2. Latitude and longitude coordinates were
fobtained in the field by MACTEC on December 8, 2004. These coordinates are included
l on Figures 1 and 2.
LG:clientslstate streetlyuarterly reports Uune05Uune05.doc 2

( The Village at Mayfaire—Monitoring Services for Permit Compliance August 21,2005
MACTEC Project No. 6550-03-0070
On June 2, 2005, MACTEC went to the Village at Mayfaire site to conduct the instream
analytical monitoring event for the second quarter of 2005. MACTEC went to each of
the two pre-determined surface water sample locations and collected samples to be field
I analyzed for dissolved oxygen, temperature, conductivity, flow, and pH. Samples for
total suspended solids, turbidity, and fecal coliform were collected in laboratory prepared
bottles, placed in an ice-filled cooler, and hand-delivered to Environmental Chemists,
Inc., in Wilmington,North Carolina for analysis.
fThe field sampling worksheet and the laboratory analytical data for the instream
analytical monitoring event are included in Appendix A. The results of the sampling
r
event are also listed in Table 1.
The classifications assigned to the waters of the State of North Carolina are based upon
existing or contemplated best usage of the various streams and segments of streams in the
basin determined through studies and evaluations and the holding of public hearing for
consideration of the classifications. According to 15A NCAC 02B .0311, Howe Creek is
considered a class SA Outstanding Resource Water (SA ORW) from its source to the
Intracoastal Waterway. In Howe Creek, the fecal coliform standard is based on the
median value of five readings in a 30-day period; the median value is not to exceed 14
colonies per 100 mI of water. The table showing all results of all fecal coliform
sampling for June is attached as Table 2; the laboratory analytical results for the
additional fecal coliform sampling events are included in Appendix B. According to 15A
NCAC 02B .0220 "violations of the fecal coliform standard are expected during rainfall
events and, in some cases, this violation is expected to be caused by uncontrollable
nonpoint source pollution"
L.
As illustrated on the tables, the results of the instream sampling event for June 2005 show
Lthe unnamed tributary of Howe Creek that runs through the Mayfaire site to be in
compliance with the 15A NCAC 2B standards, with a few exceptions. Turbidity readings
were in compliance at the upstream sampling location, but above the standard at the
GxlientsWate streetlquarterly reportsVune05l1une05.doc 3
L

( The Village at Mayfaire—Monitoring Services for Permit Compliance August 21,2005
IMACTEC Project No.6550-03-0070
downstream sampling location. There was a petroleum sheen detected on the surface of
the water on June 2, 2005 when the water samples were obtained. The higher turbidity
reading may have been a result of the same sediment generating activity as the sheen.
Dissolved oxygen readings were in compliance at both sampling locations. The
downstream sampling location had a pH value slightly below acceptable levels, but since
a lower value was also seen in the upstream sample, they may be assumed to be naturally
occurring. Fecal coliform results for both the upstream and downstream sampling
I locations were above the standard of 14 colonies/100 mL of water. The upstream
sampling location had a higher median value than the downstream sampling location, so
this violation should not be attributed to the Village at Mayfaire site.
2.3 Storm Event Monitoring
A representative storm event is defined as an event that measures greater than 0.1 inches
of rainfall that is preceded by at least 72 hours during which no storm event measuring
greater than 0.1 inches has occurred. According to the State Stormwater Management
j permit, each BMP must be monitored during a representative storm event to demonstrate
( the efficiency of the practices (inflow/outflow). BMP samples must consist of a grab
1 sample of the first flush inflow and the discharge outflow. The first flush inflow sample
window is within the first 30 minutes of a discernable inflow from a representative storm
event; the discharge outflow sample window is within the first 30 minutes of discharge
from a representative storm event. The permit requires that this storm event monitoring
be conducted quarterly, and instream samples must also be collected during this event.
1
On December 7, 2004, Stephanie Garrett of the DWQ accompanied a MACTEC
- representative in the field to select appropriate BMP sam lin locations. Although four
psampling g
LBMP structures exist at the Village at Mayfaire site, Wet Detention Pond 1, Wet
Detention Pond 2, Wet Detention Pond 3, and Holding Pond 4, it will only be necessary
Lto monitor the "outflow" structure for three of these areas. Holding Pond 4 does not have
a typical "outflow" structure; the water in this pond is pumped to the other BMPs when
Lthe level is high using a transfer pump. It will not be necessary to collect "outflow"
LGxlientsWate streehquarterly reports Uune05Uune05.doc 4
L

The Village at Mayfaire—Monitoring Services for Permit Compliance August 21,2005
MACTEC Project No.6550-03-0070
i- samples from this location. Detention Pond 3 is comprised of 2 separate cells; the
"inflow" sampling location has been designated as the structure where the west cell flows
into the east (final) cell. MACTEC will collect the "outflow" samples from the outflow
structure on each of the ponds by dipping a sample probe through the grate on the top of
f..
the outflow box at each of the ponds. The BMP monitoring locations are illustrated on
the attached Figure 2.
A rain gauge is located on the Village at Mayfaire site, and this gauge is monitored daily
by MACTEC. On July 21, 2005, 0.1 inches of rain were received at the Village. Prior to
this event a measurable amount of rainfall greater than 0.1 inches had not been recorded
fsince July 14, 2005 (0.6 inches). Samples were collected from the inflow structures at
each of the four BMPs and at the outflow structure for Pond 3. Due to the low water
I levels in Ponds 1 and 2, no discernable outflow was observed following the 0.1 inches of
rainfall. Also, due to the low amounts of rainfall and the hot summer temperatures
I
leading up to this event, there was no water present at the upstream sampling location and
not enough present at the downstream sampling location to collect samples or to take
readings. Pond 4's outflow was not sampled because it is a pumped to another pond.
1
I According to the stormwater permit, the storm event should measure greater than 0.1
inches of rainfall and should occur during each quarter of the year. However, due the dry
l - weather during the month of June, a representative storm event did not occur during June.
Therefore, the earliest weekday when a representative storm event occurred after not
raining more than 0.1 inches in the 72 hours prior, was July 21, 2005. The summer
weather pattern was a forecast for isolated showers, usually late in the afternoon with
unpredictable amounts of rainfall expected. The MACTEC representative elected to
Lsample on this storm event in order to obtain samples that fit as closely to the permit's
specifications.
L
L
LG:clientsWate streetlquarterly reports Uune05Uune05.doc 5
L

r The Village at Mayfaire—Monitoring Services for Permit Compliance August 21, 2005
MACTEC Project No, 6550-03-0070
MACTEC personnel went to each of the pre-determined BMP and surface water
sampling locations and collected samples to be field analyzed for dissolved oxygen,
temperature, conductivity, flow, and pH where possible. Samples for total suspended
solids, turbidity, and fecal coliform were collected in laboratory prepared bottles, placed
r in an ice-filled cooler, and hand-delivered to Environmental Chemists, Inc., in
Wilmington,North Carolina for analysis.
The field sampling worksheet and the laboratory analytical data for the storm monitoring
event are included in Appendix C. The results of the sampling event are also listed in
Table 3.
F
2.4 Monitoring Results
Water quality standards exist for the surface water samples collected from Howe Creek;
however, no formal standards are established for the pond discharges. It should be noted
that these ponds are used as a habitat by Canadian Geese and other waterfowl native to
the site area; it is expected that fecal coliform readings will be elevated in the ponds. The
data in Table 3 indicates that fecal coliform and conductivity measurements were the
same when comparing the Detention Pond 3 inflow data point to the outflow data point.
Slight increases in total suspended solids and turbidity values were reported by the
laboratory for the Detention Pond 3 inflow and outflow data points. The dissolved
oxygen levels in the Pond 3 Outflow and Pond 4 Inflow samples are slightly lower than
the established standard. The pH values of the samples were within the standard range
except for the value at the Pond 3 Inflow, which was slightly above the standard range.
Due to low to no water in the unnamed tributary of Howe Creek that runs through the
LVillage site, it was not possible to collect water samples during the storm sampling event
for July 2005. Because fecal coliform samples were taken at these sites during the month
I of June, fecal values were able to be reported for this quarter. Fecal coliform results for
L both the upstream and downstream sampling locations were above the standard of 14
colonies/100 mL of water. The upstream sampling location had a higher median value
LG•clientsWate streeAquarterly reportsVune05Uune05.doc 6
L

The Village at Mayfaire—Monitoring Services for Permit Compliance August 21,2005
MACTEC Project No.6550-03-0070
than the downstream sampling location, so this violation should not be attributed to the
Village at Mayfaire site.
3.0 CONCLUSION
Due to staff changes and the unpredictability of rain events MACTEC was unable to
g p Y
conduct stormwater sampling during the second quarter of 2005 in June. The stormwater
sampling was instead conducted in July 2005, as close to the second quarter timing as the
weather would allow, and was included in this report for the second quarter(except for
the fecal coliform values for the stream samples where June data was used). This July
data(with the exception of the fecal coliform values from the stream samples)will not be
taken into account for the third quarter report. MACTEC will conduct the stormwater
jsampling event again during the existing third quarter ending in September,but not in
July. Since there are no specific instructions in the permit as to the exact months in
which the quarterly storm sampling event must take place, MACTEC will attempt to
conduct the storm event sampling during the first months of each quarter rather than the
1 last, allowing three months in which to conduct the storm event sampling.
i
l .
1 _
L
L
L
LG:clientsWate streetlquarterly reportsVune05Vune05.doc 7
L

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1 111 111 4rMACTEC '
SITE LOCATION MAP AN • ' • 1
SURFACE WATER SAMPLE LOCATIONS APROASSHOWN
WILMINGTON, NORTH -• __ •

HOWE CREEK UPSTREAM
N 34014.979'
W 77049.836'
X POND--1—p�JTFEOW
%i�34-14.:969�
----,�\�x �-
\\ 600,
4' t
j HOWE CREEK DOWNSTREAM
N 34014.899'
W 77049.791'
�, -- X POND 2 INFLOW
_ N 34015.137'
W 77049.704'
I � POND 2 OUTFLOW
----------- X--- 'N 34015.105'
POND 3 INFLOW j W 77049.664'
X ' N 34°14.878' .
-� W 77049.685'
POND 4 INFLOW j
_ X N 34°1-4.971'
I __-_ — _ _-_X NO34D14.g0;UTFLOW �; i W 7'7°49.650'
--- ----- ---- , ° 4 63' j
LEGEND:
OO SURFACE WATER SAMPLE LOCATION
X BMP SAMPLE LOCATION
i
GRAPHIC SCALE - IN FEET SITE MAP AND SAMPLE LOCATIONS DRAWN: WBM JOB: 6550-03-0070
0 200 400 THE VILLAGE AT MAYFAIRE 4VMACTEC APPROVAL: + � DATE: o.
WILMINGTON, NORTH CAROLINA a
SCALE: AS SHOWN FIG: 2

Appendix A

THE VILLAGE AT MAYFAIRE
INSTREAM ANALYTICAL MONITORING
QUARTERLY EVENT
MACTEC PROJECT NUMBER: 6550-03-0070
Concurrent with documentation of a system inspection
Howe Creek Upstream
TSS 15:45 sample collection time
Turbidity 15:45 sample collection time
Fecal Coliform 15:45 sample collection time
DO 6.22 mg/L
Temperature 19.3 C
Conductivity 196 pS/cm
Flow 0.4 ft/second
pH 5.23
Howe Creek Downstream
TSS 15:30 sample collection time
Turbidity 15:30 sample collection time
Fecal Coliform 15:30 sample collection time
DO 13.36 mg/L
Temperature 23.97 C
Conductivity 213 pS/cm
Flow 0.82 ft/second
pH 6.18
Samples for TSS,turbidity,and fecal coliform collected and hand delivered to Environmental
Chemists in Wilmington,North Carolina for analysis.
Date: 6/2/2005
Time: 13:00
Samples collected by: Lisa Thatcher of MACTEC
Meter Calibration information:
YSI 600 Serial#01J0034AA Ordered from Pine Environmental
pH buffer 7.00 lot#4742 exp 11/06
pH buffer 4.00 lot#4098 exp 8/18/05
Conductivity standard 1.413 ms/cm lot#4580 exp 7119/05
Calibrated at the warehouse prior to shipment,Calibrated prior to use
Marsh McBirney Flo-Mate Model 2000 Serial#2005315
Ordered from Pine Environmental
Calibrated at the warehouse prior to shipment
Prepared by:LAT O6/30/05
Checked by:JJ 07/11/05

Environmental Chemists, Into
FF
• 76602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
SM
710 Bowsertown Road • Manteo,NC 27954
ANALYTICAL&CONSULTING [phone]
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
(VIT��11 IF C rm�nneer--- C®msC➢t--- �: REC®
5710 Oleander Drive, Suite 110 t
_ Date of Report: June 9, 2005
Wilmington, NC 28401 Purchase Order#:
Attn: Lim Th.%tc➢ner
Report Number. 5-3830
REPORT OF ANALYSIS
Date S.%Mp Eedl: 06/02/05 Deport To: Lisa Thatcher
Sampled By: Lisa Thatcher
WATER: The Village at Ma sire
Sammp to ID Lab ID Feca➢ Co➢nob mm, Tota➢ Suspended Turbidity,
Co➢®noes/I100 mmL So➢ndls, TSS mg/L NTU
7VM Howe Creek # 8310 700 est.
upstream
TVI�Ii Howe Creek
# 931 fl 1200 est. I
Downstream
Ti VM Howe Creek #93R2 13 12.1
Upstream
I
TVM Howe Creek
Downstream #8313 42 37.1
Date Analyzed 06/02/05 06/07/05 06/03/05
Com,mments-
t,>
A
Reviewed by:�
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Appendix S

Environmental Chemists, Inc.
envirochem 6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
SM
710 Bowsertown Road • Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
P CTEC Engineering & Consulting Date o Rep art- .tune 7, 2005
5710 Oleander Drive, Suite 110
Wilmington, NC 28401 Purchase (Drde>r#o
Attn: Lisa 'Thatcher
Report Number- 5-3783
REPORT ®IF ANALZYM
IIDnte szmp oed. 06/01/05 Report To. Lisa Thatcher
Snmp d By: Lisa Thatcher
WATER. The V age ait Plnyfan 2-e
Samp k ID Laid ID IFeCA Cofforrm,
Co➢cnoes/100 mL
TVM Howe Upstream # 8199 > 6000
TVM Howe Downstream #8190 109
Date Analyzed 06/01/05
Comments:
IIBevnewed bv- K A l i ,� .C/)

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EnvLronmental C iemists, Inc.
• 6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
SM
710 Bowsertown Road • Manteo,NC 27954
ANALYTICAL&CONSULTING [phone]
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer-
&I'LACTEC Engineering & Consnuki ng Date of Report, June 14, 2005
5710 Oleander Drive, Suite 110
Wilmington, NC 28401 ?urch2se Order 4-
Ann. Lisa Thatcher
Report Number: 5-3878
R EPUII T OF ANALYSIS
Date Samrnpnpedo 06/06/05 Report To. Lisa Thatcher
Sarm pkd By-. Lisa Thatcher
WATER. Village at Mar fair,-
sammppe ID Lab E D Teca➢ CoDi orm,
CoDoimnes/100 mmL
TVM Howe Creek # 8400 109
Upstream
B'V1yIi Howe Creek #8401 300
Downstream
Date Analyzed 06/06/05
Comments:
Reviewed by:
r

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Environmental Chemists Inc.
• 6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
SM
710 Bowsertown Road • Manteo,NC 27954
ANALYTICAL&CONSULTING [phone]
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer: s
WI AC,TEC Engineering & Consu ting Date oTt Report: June 20, 2005
5710 Oleander Drive, Suite 110
Wilmington, NC 28401 ?unrch2se (Girder#:
Attn: Lisa Thatcher
Report Number. 5-4098
REPORT OF ANALYM
Date Sam pled: 06/13/05 Report To: Lisa Thatcher
Sampled By: Jaime Jarrah
WATER: Village at Mayfafire
Sample ID L2b 13 Fecal Colif orm,
Colonies/100 mL
TVM Howe Creep # 89K 420
Downstream
TVM Howe Creek # 891f2 145
Upstream
Date Analyzed 06/13/05
Comments:
F
Reviewed by:

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Environaientral Chemists, Info
• ;7 6602 Windmill Way - Wilmington,NC 28405
[phone].(Lab) • [phone](Fax)
SM
710 Bowsertown Road• Manteo,NC 27954
ANALYTICAL&CONSULTING [phone]
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
customer:
MACy'EC Engineering& Consulting l,' 0 � R�C'� Date of Report- June 29, 2005
5710 Oleander Drive, Suite 110
Wilmington, NC 28401 Purchase Order#: 28011
Attn: Lisa Thatcher
Report Number: 5-4303
REPORT OF ANALYSIS
Date Sampled: 06/20/05 Report To: Lisa Thatcher
Sampled By: Jamie Jarrah
WATER- Village at Mayfaire
Snmple ID Lzb 11D Yeeai cCoUfairm,
Coiofnnes/100 M L
TVM Howe Creek
Downstream
# 9529 1000 est.
TVM Howe Creek #9530 27
Upstream
Date Analyzed 06/20/05
Comments:
` Reviewed by. cj" L G
La
L
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Appendix C

THE VILLAGE AT MAYFAIRE
STORM EVENT MONITORING
QUARTERLY EVENT
MACTEC PROJECT NUMBER: 6550-03-0070
Event that measures greater than 0.1 inches of rainfall and is preceeded by at least 72-hours during which
no storm event measuring greaterthan 0.1 inches has occurred.
Howe Creek Upstream Detention Pond#2-OUTFLOW
TSS sample collection time TSS sample collection time
Turbidity w sample collection time Turbidity o sample collection time
Fecal Coliform a sample collection time Fecal Coliform nJ sample collection time
DO :5 mg/L DO 2 mg/L
Temperature < C Temperature < C
Conductivity PS/cm Conductivity ~o PS/cm
Flow z ft/second Flow z ft/second
pH pH
Howe Creek Downstream Detention Pond#3-INFLOW (3E inflow)
TSS sample collection time TSS 16:20 sample collection time
Turbidity W sample collection time Turbidity 16:20 sample collection time
Fecal Coliform a sample collection time Fecal Coliform 16:20 sample collection time
DO 2i mg/L DO 6.93 mg/L
Temperature Cn C Temperature 31.4 C
Conductivity 0 PS/cm Conductivity 0.163 pS/cm
Flow z ft/second Flow 0.03 f 1second
pH pH 9.06
Detention Pond#1-INFLOW Detention Pond#3-OUTFLOW
TSS 16:10 sample collection time TSS 17:10 sample collection time
Turbidity 16:10 sample collection time Turbidity 17:10 sample collection time
Fecal Coliform 16:10 sample collection time Fecal Coliform 17:10 sample collection time
DO 7.84 mg/L DO 4.64 mg/L
Temperature 29.6 C Temperature 31.2 C
Conductivity 0.168 pS/cm Conductivity 0.163 pS/cm
Flow 0.04 ft/second Flow 0.06 ft/second
pH 8.27 pH 7.75
Detention Pond#1-OUTFLOW Holding Pond#4-INFLOW
TSS sample collection time TSS 16:30 sample collection time
Turbidity o sample collection time Turbidity 16:30 sample collection time
Fecal Coliform a sample collection time Fecal Coliform 16:30 sample collection time
DO 2 mg/L DO 2.55 mg/L
Temperature � C Temperature 29.8 C.
Conductivity � PS/cm Conductivity 0.255 pS/cm
Flow z ft/second Flow NF ft/second
pH pH 7.07
Detention Pond#2-INFLOW Holding Pond#4-OUTFLt(only to be sampled if pumping)
TSS 16:50 sample collection time TSS sample collection time
Turbidity 16:50 sample collection time Turbidity w sample collection time
Fecal Coliform 16:50 sample collection time Fecal Coliform a sample collection time
DO 5.91 mg/L DO 2 mg/L
Temperature 29.6 C Temperature < C
Conductivity 0.193 pS/cm Conductivity t— PS/cm
Flow 0.03 ft/second Flow z ft/second
pH 8.08 pH
Samples for TSS,turbidity,and fecal coliform collected and hand delivered to Environmental Chemists in Wilmington,North Carolina for analysis.
Date: 7/21/2005
Time: 15:00
Samples collected by: Lisa Thatcher of MACTEC
Meter Calibration information:
Horiba U-10,Model M014-12
Autocalibration solution lot#4784 exp.1/6/07
Autocalibrated prior to use with pH 4.0,0.0 NTU,4.49 mS/cm solution
pH checked with 4.00 pH buffer solution lot#041616-24 exp.05106
pH check read 4.09 on 7/20/05 at 1600 prior to event and 4.17 on 7122/05 at 800 after event.
Marsh McBirney Flo-Mate Model 2000 Serial#2005315
Ordered from Pine Environmental
Calibrated at the warehouse prior to shipment
NF=No flow
Prepared by:LAT 07/26/05
Checked by:JJ 07/27/05

Environmental Chemists, Inc.
■ ! / 6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
SM
710 Bowsertown Road ■ Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE #37729
Customer:
MACTEC Engineering& Consulting Date of Report: July 29, 2005
5710 Oleander Drive, Suite 110
Wilmington, NC 28401 Purchase Order#: 28012
Attn: Lisa Thatcher
Report Number: 5-5227
REPORT OF ANALYSIS
Date Sampled: 07/21/05 Report To: Lisa Thatcher
Sampled By: Lisa Thatcher
WATER: The Village at Ma aire
Sample ID Lab ID Fecal Coliform, Turbidity, NTU Total Suspended
Colonies/100 mL Solids, TSS mg/L
DPI —Inflow # 11706 1300 est. 7.6 15
DP2—Inflow # 11707 < 10 16.4 9
DP3—Inflow # 11708 18 1.8 2
DP3—Outflow # 11709 18 3.9 4
HP—Inflow # 11710 900 est. 5.1 8
Method Code SM 9222 D 18th Ed. EPA 180.1 EPA 160.2
Detection Limit 1 0.1 1.0
Date Analyzed 07/21/05 07/22/05 07/27/05
Comments:
Reviewed by.

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Addendum

June 13, 2005
MEMORANDUM
To: Linda Lewis
From: Stephanie Garrett
Subject: Split Sampling with MACTEC at Mayfaire
Per Stormwater Permit numbers SW8010512 (Mayfaire Town Center) and SW8011119
(Village at Mayfaire), Division of Water Quality (DWQ) staff from the Wilmington Regional Office
conducted the first annual split sampling event with staff from MACTEC Engineering and
Consulting, Inc. Five stations were sampled on March 17, 2005: two stations located at the
Village at Mayfaire and three in the Mayfaire Town and Community Centers (Table 1, Figure 1).
Table 1. Station Names and Numbers for Split Sampling Event at Mayfaire:
Station Name Number
Howe Creek Upstream (Village) 1
Howe Creek Downstream (Village) 2
Two Mile Branch 3
Howe Creek Upstream (Mayfaire) 4
Howe Creek Downstream (Mayfaire) 5
Instream physical measurements taken were: temperature, dissolved oxygen, pH and
conductivity. Samples were collected for fecal coliform bacteria, total suspended solids (TSS),
and turbidity. While the permit states a "split sampling" requirement for these projects, samples
were not collected in a single container and then split into two containers during this sampling
event. DWQ accompanied MACTEC staff and conducted field measurements and sample
collection at the same locations, generally within five minutes of each other. DWQ fecal coliform
samples and all MACTEC samples were analyzed by Environmental Chemists, Inc. laboratory
in Wilmington. DWQ TSS and turbidity samples were shipped overnight by courier and
analyzed by the state laboratory in Raleigh. MACTEC and DWQ physical and chemical
sampling results are summarized in Table 2.
The relative percent difference (RPD) was calculated for the two data sets as a gross
guideline for acceptable precision between data sets. Relative difference is used when
comparing two "experimental quantities", neither of which is considered to be the "correct"
value. Although there are no specific criteria for comparability of field duplicate analyses, a brief
literature search indicated that a RPD of up to 25% may be acceptable for inorganics and other
miscellaneous water quality parameters. Field measurements had an average RPD of 9%,
which appears to be well within acceptable limits, particularly considering two different brand
meters were used that were calibrated using different standards. The average RPD for
collected samples was considerably higher, at 65%. The high rate of difference between
samples is not believed to be a matter of sample collection, handling, or analysis error, but more
likely a matter of natural variability within the creeks. Samples were collected within five
minutes of each other and distribution of sediment, particulates, and bacteria is not uniform
within any water body. Also, DWQ TSS and turbidity samples were not processed the same
day of collection, although they were analyzed within the proper holding time. From a QA/QC
perspective, MACTEC followed standard operating procedures in the field. If the intent is to
determine analysis differences, conducting actual "split sampling" may be conducted next year.

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Questions on several projects
Subject: Questions on several projects
From: [e-mail]
Date: Mon,25 Apr 2005 12:03:44 -0400
To: [e-mail]
I noticed this weekend a new parking lot going in connected to a job we
permitted in the past. I can't remember the name. It is across from St.
Andrews Episcopal Church on Oleander/Military Cutoff Rd. right beyond the
intersection of Wrightsville Avenue headed north. The building address is
now 1650 Military Cutoff Road, lot 1, R05616-003-006-000. It was built by
Wrightsville Builders several years ago who is also Tri Coast Properties.
The new parking lot appears to have a connection to the permitted sites
parking lot. This parking lot is also next to Unique Landscapes office. I
haven't seen a revised permit on this new parking lot and its less than an
acre. But if its attached to the previously permitted site I think it is
phased development. If you can think of the name please let me know. If not
I think I am going to call Wrightsville Builders and ask them what they
know about this parking lots connection to their old project.
I also have a question about the Villages at Mayfaire. All their ponds have
pumps that send water to a vegetated filter which rises up and then drains
into an infiltration area on the south side of the site. This may be for
the City but I thought it might be part of the State stormwater plan to
keep water from leaving the site. If its for the state, could the developer
put a sump pump in the vegetated filter and pump that standing water into
an irrigation system INSIDE the infiltration area to keep the vegetated
filter dry when its not raining? The problem per the developer is that the
water breeds bugs etc. and I can't get grass to grow and stay alive when
the vegetated filter is under water most of the time.
NOTICE: E-mail correspondence to and from this address may be subject to
the North Carolina Public Records Law and may be disclosed to third parties
by an authorized county official.
of 1 4/26/2005 9:11 AM

H
MACTEC
LETTER OF TRANSMITTAL
To: From: MACTEC Engineering Project/Job No.:(ySS6-63-oo16
N Vz pw and Consulting,Inc. Date: 4•ai-US
5710 Oleander Drive Project
Suite 110 V i e A-i—
Wilmington,NC 29403
Phone: [phone] Description:
1.1 l j Fax: [phone] U .l°(✓�C}2�
-:>W1LYEtNt-T-MIJ
Attn: Attn:
ots Vic-- odi P�- `i L)6 N S
COPIES DOC. NO. DATE DESCRIPTION
I'v YZ-I N�- Y1M1-�-�to-F aDC�S�
V►LUAZI E 711�T-
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ For Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval
❑ For Your Use ❑ Approved as Noted ❑ Submit Copies for Distribution
❑ As Requested ❑ Returned for Corrections ❑ Return Corrected Prints
❑ For Review and Comment Other
❑ Prints Returned After Loan to us ❑ For Bids Due:
REMARKS:
Copies To: fl-(,c—� Signed:
IF ENCLOSURES RECEIVED ARE NOT AS LISTED ABOVE,PLEASE NOTIFY USA ONCE.
DEC 2 9
2005

C
I -
MACTEC
REPORT OF
QUARTERLY MONITORING-MARCH 2005
STATE STOR WATER MANAGEMENT PERI�I1 IT
FOR HIGH DENSITY DEVELOPMENT
THE VILLAGE AT MAYFAIRE-SW8 011119
WILMINGTON,NEW HANOVER COUNTY,NORTH CAROLINA
Prepared for
STATE STREET CONSTRUCTION COMPANY
Wilmington, North Carolina
Prepared by
MACT]EC ENGINEERING AND CONSULTING, INC.
WILMINGTON, NORTH CAROLLINA
MACTEC Project No. 6550-03-0070
Apra -1I51-000

MACTEC
April 21, 2005
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington,North Carolina 28405
Subject: Report of Quarterly Monitoring—March 2005
State Stormwater Management Permit
For High Density Development
The Village at Mayfaire—SW8 011119
Wilmington,New Hanover County,North Carolina
MACTEC Project No. 6550-03-0070
To whom it may concern:
On behalf of State Street Construction Company, MACTEC Engineering and Consulting,
Inc. (MACTEC), is pleased to provide the Division of Water Quality Section of the North
Carolina Department of Environment and Natural Resources (DWQ) with the results of
instream analytical monitoring and storm event monitoring of the stream samples and
BMP samples for the first quarter 2005, at the Village at Mayfaire site in Wilmington,
North Carolina.
Thank you for the regulatory assistance with the Mayfaire project. If you have questions
regarding this report or need additional information please contact us at [phone].
Respectfully submitted,
MACTEC ENGINEERING AND CONSULTING,INC.
' MKristinaf/odorson Daniel C. Shields, P.E.
Project Scientist Principal Engineer
Cc: Mr. Mike Vollmin, State Street Construction Company
MACTEC Engineering and Consulting, Inc.
5710 Oleander Drive,Suite 110•Wilmington,NC 208403
910-452-1185•Fax:[phone]

The Village at Mayfaire—Monitoring Services for Permit Compliance April 21,2005
MACTEC Project No.6550-03-0070
TABLE OF CONTENTS
1.0 Introduction.....................................................................................................l
2.0 The Village at Mayfaire..................................................................................2
2.1 Semiannual Inspection by a P.E................................................................2
2.2 Instream Analytical Monitoring................................................................2
2.3 Storm Event Monitoring...........................................................................4
TABLES
Table 1 Quarterly Instream Sampling Results
Table 2 Fecal Coliform Results
Table 3 Quarterly Storm Event Sampling Results
FIGURES
Figure 1 Site Location Map and Surface Water Sample Locations
Figure 2 Site Map and Sample Locations
APPENDICES
Appendix A Instream Sampling Event Field Notes and Laboratory Results
Appendix B Fecal Coliform Sampling Results
Appendix C Storm Sampling Event Field Notes and Laboratory Results
G:clientslstate streetlquarterly reports W3-051mar05.doc i

The Village at Mayfaire—Monitoring Services for Permit Compliance April 21,2005
MACTEC Project No. 6550-03-0070
1.0 INTRODUCTION
The State Stormwater Management Permit issued by the DWQ has categorized the
Village at Mayfaire site as "High Density Development".
The permit for the Village at Mayfaire was issued December 4, 2002, permit number
SW8 011119; this permit is set to expire December 4, 2012. Monitoring requirements are
outlined in Section III of the permit, and include the following elements:
➢ Semiannual scheduled inspections (every 6 months) by a Professional
Engineer (P.E.) to assure that the permitted stormwater system functions at
optimum efficiency. These records must indicate the date, activity, name of
person performing the work and what actions were taken. These inspections
are scheduled to occur during the June and December sampling events.
➢ Instream analytical monitoring shall be conducted quarterly (March, June,
September, and December), concurrent with documentation of a system
inspection. The collected samples are to be analyzed for total suspended
solids, turbidity and fecal coliform by a certified analytical lab; the samples
are to be field analyzed by MACTEC for dissolved oxygen, temperature,
conductivity, flow and pH.
➢ Instream monitoring is required during four representative storm events in
each year of the permit. Each BMP at the Village at Mayfaire site; three wet
detention storage ponds, shall be monitored concurrently with the instream
storm event monitoring (4 events per year). Grab samples shall be obtained at
specified locations in the BMP to demonstrate the efficiency of the practices
(inflow/outflow). The collected samples are to be analyzed for total
suspended solids, turbidity and fecal conform by a certified analytical iab; the
samples are to be field analyzed by MACTEC for dissolved oxygen,
temperature, conductivity, flow and pH.
➢ One sample event per year will be "split" with the DWQ. The samples will
be delivered to a State-certified lab; since flow and temperature samples
G:clientslstate stree6quarterly reportsW3-05Vmar05.doc I

The Village at Mayfaire—Monitoring Servicesfor Permit Compliance April21,2005
MACTEC Project No.6550-03-0070
cannot be split, they will be excluded from the split sample requirement. The
split sample event is scheduled to occur during the March sampling event.
2.0 THE VILLAGE AT MAYFAIRE
This section presents the results from field activities and laboratory analysis for the
Village at Mayfaire site.
2.1 Semiannual Inspection by a P.E.
Semiannual scheduled inspections are required to be performed by a Professional
Engineer (P.E.) every six months to assure that the permitted stormwater system at the
Village at Mayfaire site functions at optimum efficiency. These inspections are scheduled
to occur during the June and December sampling events. No inspection was performed
by a P.E. during the first quarter of 2005.
2.2 Instream Analytical Monitoring
Instream analytical monitoring is required to be conducted quarterly, concurrent with
documentation of a system inspection. Two surface water monitoring sites have been
selected after negotiation with the DWQ. On December 7, 2004, Stephanie Garrett of the
DWQ accompanied a MACTEC representative in the field to select appropriate surface
water monitoring locations. Two surface water monitoring sites have been selected on
the unnamed tributary of Howe Creek that runs through the site; one upstream and one
downstream of the Village at Mayfaire site. The surface water monitoring locations are
illustrated on the attached Figures 1 and 2. Latitude and longitude coordinates were
obtained in the field by MACTEC on December 8, 2004; these coordinates are included
on Figure 2.
On March 17, 2005, MACTEC went to the Village at Mayfaire site to conduct the
instream analytical monitoring event for the first quarter of 2005; Stephanie Garrett of the
DWQ accompanied MACTEC in the field and collected duplicate samples to satisfy the
GxlientsWate stree6quarterly reports W3-051mar05.doc 2

The Village at Mayfaire—Monitoring Services for Permit Compliance April 21,2005
MACTEC Project No. 6550-03-0070
"split" sample event for 2005. MACTEC went to each of the two pre-determined surface
water sample locations, and collected samples to be field analyzed for dissolved oxygen,
temperature, conductivity, flow and pH. Samples for total suspended solids, turbidity,
and fecal coliform were collected in laboratory prepared bottles, placed in an ice-filled
cooler, and hand-delivered to Environmental Chemists, Inc., in Wilmington, North
Carolina for analysis.
The field sampling worksheet and the laboratory analytical data for the instream
analytical monitoring event are included in Appendix A. The results of the sampling
event are also listed in Table 1.
The classifications assigned to the waters of the State of North Carolina are based upon
existing or contemplated best usage of the various streams and segments of streams in the
basin determined through studies and evaluations and the holding of public hearing for
consideration of the classifications. According to 15A NCAC 02B .0311, Howe Creek is
considered a class SA Outstanding Resource Water (SA ORW) from its source to the
Intracoastal Waterway. In Howe Creek, the fecal coliform standard is based on the
median value of five readings in a 30-day period; the median value is not to exceed 14
colonies per 100 mL of water. The table showing all results of all fecal coliform
sampling for March is attached as Table 2; the laboratory analytical results for the
additional fecal coliform sampling events are included in Appendix B. According to 15A
NCAC 02B .0220 "violations of the fecal coliform standard are expected during rainfall
events and, in some cases, this violation is expected to be caused by uncontrollable
nonpoint source pollution"
As illustrated on the tables, the results of the surface water sampling event for March
2005 show the unnamed tributary of Howe Creek that runs through the Mayfaire site to
be in compliance with the 15A NCAC 2B standards, with only a few exceptions.
Turbidity readings were in compliance at the upstream sampling location, but above the
standard at the downstream sampling location. Very low flow was experienced at the
GxlientsWate street lquarterly reportsW3-051mar05.doe 3

The Village at Mayfaire—Monitoring Services for Permit Compliance April 21,2005
MACTEC Project No. 6550-03-0070
downstream sampling location during this sampling event; this may have contributed to
the high turbidity readings. Dissolved oxygen readings were in compliance at both
sampling locations. The Howe Creek Downstream sampling location had pH values
slightly below the acceptable levels; however, this is a violation that was also seen in the
upstream sample, and may be assumed to be naturally occurring. Fecal coliform results
for both the upstream and downstream sampling locations were above the standard of 14
colonies / 100 mL of water. The upstream sampling location had a higher median value
than the downstream sampling location, so this violation should not be attributed to the
Village at Mayfaire site.
2.3 Storm Event Monitoring
A representative storm event is defined as an event that measures greater than 0.1 inches
of rainfall that is preceded by at least 72 hours during which no storm event measuring
greater than 0.1 inches has occurred. According to the State Stormwater Management
permit, each BMP must be monitored during a representative storm event to demonstrate
the efficiency of the practices (inflow/outflow). BMP samples must consist of a grab
sample of the first flush inflow and the discharge outflow. The first flush inflow sample
window is within the first 30 minutes of a discernable inflow from a representative storm
event; the discharge outflow sample window is within the first 30 minutes of discharge
from a representative storm event. The permit requires that this storm event monitoring
be conducted quarterly (March, June, September, and December), and instream samples
must also be collected during this event.
On December 7, 2004, Stephanie Garrett of the DWQ accompanied a MACTEC
representative in the field to select appropriate BMP sampling locations. Although four
BMP structures exist at the Village at Mayfaire site, Wet Detention Pond 1, Wet
Detention Pond 2, Wet Detention Pond 3, and Holding Pond 4, it will only be necessary
to monitor the "outflow" structure for three of these areas. Holding Pond 4 does not have
a typical "outflow" structure; the water in this pond is pumped to the other BMPs when
the level is high using a transfer pump. It will not be necessary to collect "outflow"
GxlientsWate stree6quarterly reportsW3-051mar05.doc 4

The Village at Mayfaire—Monitoring Services for Permit Compliance April 21,2005
MACTEC Project No.6550-03-0070
samples from this location. Detention Pond 3 is comprised of 2 separate cells; the
"inflow" sampling location has been designated as the structure where the west cell flows
into the east (final) cell. MACTEC will collect the "outflow" samples from the outflow
structure on each of the ponds by dipping a sample probe through the grate on the top of
the outflow box at each of the ponds. The BMP monitoring locations are illustrated on
the attached Figure 2.
A rain gauge is located on the Village at Mayfaire site; this gauge is monitored daily by
MACTEC. On March 23, 2005, 0.7 inches of rain were received at the Village at
Mayfaire site; prior to this event a measurable amount of rainfall (greater than 0.1 inches)
had not been recorded since March 19, 2005 (0.3 inches). Samples were collected from
the inflow structures at each of the four BMPs, at the outflow structure for Pond 1 and
Pond 3, and at each of the two surface water sampling locations. Due to the low water
level in Pond 2, no discernable outflow was observed following the 0.7 inches of rainfall.
MACTEC went to each of the pre-determined BMP and surface water sample locations,
and collected samples to be field analyzed for dissolved oxygen, temperature,
conductivity, flow and pH. Samples for total suspended solids, turbidity, and fecal
coliform were collected in laboratory prepared bottles, placed in an ice-filled cooler, and
hand-delivered to Environmental Chemists, Inc., in Wilmington, North Carolina for
analysis.
The field sampling worksheet and the laboratory analytical data for the storm monitoring
event are included in Appendix C. The results of the sampling event are also listed in
Table 3.
Water quality standards exist for the surface water samples collected from Howe Creek;
however, no formal standards are established for the pond discharges. It should be noted
that these ponds are used as a habitat by Canadian Geese and other waterfowl native to
the site area; it is expected that fecal coliform readings will be significantly elevated in
the ponds. The data in Table 3 illustrates a slight decrease in fecal coliform and
G:clientsWate stree6quarterly reportsW3-051mar05.doe 5

The Village at Mayfaire—Monitoring Services for Permit Compliance April 21,2005
MACTEC Project No. 6550-03-0070
conductivity when comparing the Detention Pond 1 inflow data point to the outflow data
point. A decrease in total suspended solids, turbidity, and fecal coliform values has been
reported by the laboratory for the Detention Pond 3 inflow and outflow data points.
As illustrated on the tables, the results of the storm sampling event for March 2005 show
the unnamed tributary of Howe Creek that runs through the Mayfaire site to be in
compliance with the 15A NCAC 2B standards, with only a few exceptions. The
dissolved oxygen levels in the Howe Creek Upstream sample are slightly lower than the
established standard; however, since this sample is collected from a location upstream of
the Mayfaire site, this dissolved oxygen level may be naturally occurring for the area.
Finally, as discussed previously, fecal coliform results for both the upstream and
downstream sampling locations were above the standard of 14 colonies / 100 mL of
water. The upstream sampling location had a higher median value than the downstream
sampling location, so this violation should not be attributed to the Village at Mayfaire
site.
GxlientsWate streMquarterly reports W3-051mar05.doc 6

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FIGURES

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1 111 111
ACTEC
• • D- D.
• •. APPROVAL: ( AS-SHOWN

OHOWE CREEK UPSTREAM
N 34014.979'
W 7704.9.836'
�C POND--i , FMW
-- I �W 77049.816. -----
FLOW
N 34'14:994'
HOWE CREEK DOWNSTREAM
N 34014.899'
W 77049.791'
O /
ND 2 INFLOW
N 34015.137'
W 77049.704'
C -- ---------® POND r OUTFLOW/l � -X- 'i' 'N 34"15.105'
I n POND 3 INFLOW r
I IX, N 34°14.878' / I ^ W 77049.664'
I _ J W 77049.685'
I I '-------------__-PfSND 3 !0 TFLOW !
I �`------------------- X_ N 34°14.86 ' I POND 4 INFLOW
- --- --X- N 34°14.971'
W 77049.650'
LEGEND:
DO SURFACE WATER SAMPLE LOCATION
X BMP SAMPLE LOCATION
GRAPHIC SCALE- IN FEET SITE MAP AND SAMPLE LOCATIONS DRAWN: WBM JOB: 6550-03-0070
F-
THE VILLAGE AT MAYFAIRE '4 APPROVAL: DATE: �&-DS
0 200 40o WILMINGTON, NORTH CAROLINA SCALE: AS SHOWN FIG: 2

APPENDIX A

THE VILLAGE AT MAYFAIRE
INSTREAM ANALYTICAL MONITORING
QUARTERLY EVENT
MACTEC PROJECT NUMBER: 6550-03-0070
Concurrent with documentation of a system inspection
Howe Creek Upstream
TSS 0840 sample collection time
Turbidity 0840 sample collection time
Fecal Coliform 0840 sample collection time
DO 6.25 mg/L
Temperature 6.6 C
Conductivity 162 pS/cm
Flow 0.05 ft/second
pH 6.65
Howe Creek Downstream
TSS 0900 sample collection time
Turbidity 0900 sample collection time
Fecal Coliform 0900 sample collection time
DO 6.02 mg/L
Temperature 7.9 C
Conductivity 148 pS/cm
Flow 0.14 ft/second
pH 5.64
Samples for TSS, turbidity, and fecal coliform collected and hand delivered to Environmental Chemists
in Wilmington, North Carolina for analysis.
Date: 3/17/2005
Time: 0810
Samples collected by: Kristina Theodorson of MACTEC and Stephanie Garrett of NCDENR
Meter Calibration information: v- `Fr)3%GJ
HANNA HI 991300 for pH/EC/TDS Serial#248498
7.00 lot#042579-24 exp 06106
4.00 lot#041616-24 exp 05106
10.00 lot#042578-24 exp 06/06
check 10.00 reads 10.06
YSI 85 for DO ordered from Pine Environmental Serial#02E1012 AC
Elevation set to 0 feet
Marsh McBirney Flo-Mate ordered from Pine Environmental Serial#05338
Calibrated at the warehouse prior to shipment

Environmental Chemists, Inc.
6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
ItR REN 710 Bowsertown Road • Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS p NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
MACTEC Engineering & Consulting Date of Report: March 24, 2005
5710 Oleander Drive, Suite 110
Wilmington, NC 28401 Purchase Order#:
Attn: Kristina Theodorson
Report Number: 5-1860 B
REPORT OF ANALYSIS
Date Sampled: 03/17/05 Report To: Kristina Theodorson
Sampled By: Kristin Theodorson
WATER: The Village at Ma wire
Sample ID Lab ID Total Suspended Turbidity, Fecal Coliform,
Solids, TSS mg/L NTU Colonies/100 mL
TVM Howe Creek #4016 16 11.1 400 est.
Upstream
TVM Howe Creek #4017 73 47.5 71
Downstream
Date Analyzed 03/21/05 03/18/05 03/17/05
Comments:
ll
Reviewed by(; -
/

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APPENDIX B

Environmental Chemists, Inc.
• ® 1 :�,
6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
sM 710 Bowsertown Road • Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTINMAR "I REr
CHEMISTS NCDENR.DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:.
MACTEC Engineering& Consulting Date of Report: March 28, 2005
5710 Oleander Drive, Suite 110
Wilmington, NC 28401 Purchase Order#:
Attn: Kristina Theodorson
Report Number: 5-1922
REPORT OF ANALYSIS
Date Sampled: 03/21/05 Report To: Kristina Theodorson
Sampled By: Kristin.Theodorson
WATER: The Village at Ma afire
Sample ID Lab ID Fecal Coliform,
Colonies/100 mL
TVM Howe Upstream #4151 <2
TVM Howe Downstream #4152 9
Date Analyzed 03/21/05
Comments:
Reviewed by. �

m o
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H

Environmental Chemists, Inc.
® 6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
SM
710 Bowsertown Road • Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
MACTEC Engineering& Consulting Date of Report: March 28, 2005
5710 Oleander Drive, Suite 110
Wilmington, NC 28401 Purchase Order#:
Attn: Kristina Theodorson
Report Number: 5-1964
REPORT OF ANALYSIS
Date Sampled: 03/22/05 Report To: Kristina Theodorson
Sampled By: Kristine Theodorson
WATER: The Village at Mayfaire
Sample ID Lab ID Fecal Coliform,
Colonies/100 mL
TVM Howe Upstream #4233 14
TVM Howe Downstream # 4234 45
Date Analyzed 03/22/05
Comments:
Reviewed by. r

CD z CD
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NUMBER
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Environmental Chemists, Inc.
6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) 9 [phone](Fax)
SM
710 Bowsertown Road • Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR:DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer: APR 1 1 RECD
MACTEC Engineering & Consulting Date of Report: April 5, 2005
5710 Oleander Drive, Suite 110
Wilmington, NC 28401 Purchase Order#:
Attn: Kristina Theodorson
Report Number: 5-2143
REPORT OF ANALYSIS
Date Sampled: 03/31/05 Report To: Kristina Theodorson
Sampled By: Kristina Theodorson
WATER: Village at Ma afire
Sample ID Lab ID Fecal Coliform,
Colonies/100 mL
TVM Howe Upstream #4630 150
TVM Howe Downstream # 4631 68
Date Analyzed 03/31/05
Comments:
Reviewed

o. tnT S y
�. LAB m
NUMMER
tv
y u
y II c
CL
Sample y
C' L\ Type O
fD � � C
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H
tli
C

APPENDIX C

THE VILLAGE AT MAYFAIRE
STORM EVENT MONITORING
QUARTERLY EVENT
MACTEC PROJECT NUMBER: 6550-03-0070
Event that measures greater than 0.1 inches of rainfall and is preceeded by at least 72-hours during which no storm event
measuring greater than 0.1 inches has occurred.
Howe Creek Upstream Detention Pond#2-OUTFLOW
TSS 1110 sample collection time TSS sample collection time
Turbidity 1110 sample collection time Turbidity w sample collection time
Fecal Coliform 1110 sample collection time Fecal Coliform d sample collection time
DO 2.72 mg/L DO :2 mg/L
Temperature 15.7 C Temperature vi C
Conductivity 116 pS/cm Conductivity PS/cm
Flow 0.07 ft/second Flow z ft/second
pH 7.62 pH
Howe Creek Downstream Detention Pond#3-INFLOW (where 3E flows to 3W)
TSS 1125 sample collection time TSS 1005 sample collection time
Turbidity 1125 sample collection time Turbidity 1005 sample collection time
Fecal Coliform 1125 sample collection time Fecal Coliform 1005 sample collection time
DO 7.21 mg/L DO 6.17 mg/L
Temperature 16.3 C Temperature 15.4 C
Conductivity 107 pS/cm Conductivity 93 pS/cm
Flow 0.23 ft/second Flow 0.10 ft/second
pH 7.49 pH 7.32
Detention Pond#1-INFLOW Detention Pond#3-OUTFLOW
TSS 0935 sample collection time TSS 1040 sample collection time
Turbidity 0935 sample collection time Turbidity 1040 sample collection time
Fecal Coliform 0935 sample collection time Fecal Coliform 1040 sample collection time
DO 6.42 mg/L DO 8.85 mg/L
Temperature 15.3 C Temperature 15.1 C
Conductivity 155 pS/cm Conductivity 134 pS/cm
Flow 0.07 ft/second Flow 0.30 ft/second
pH 7.56 pH 7.10
Detention Pond#1-OUTFLOW Holding Pond#4-INFLOW
TSS 1100 sample collection time TSS 1020 sample collection time
Turbidity 1100 sample collection time Turbidity 1020 sample collection time
Fecal Coliform 1100 sample collection time Fecal Coliform 1020 sample collection time
DO 7.22 mg/L DO 7.17 mg/L
Temperature 15.8 C Temperature 17.2 C
Conductivity 128 pS/cm Conductivity 122 pS/cm
Flow 0.36 ft/second Flow 0.03 ft/second
pH 7.53 pH 7.97
Detention Pond#2-INFLOW Holding Pond#4-OUTFLOW (only to be sampled if pumping)
TSS 0950 sample collection time TSS sample collection time
Turbidity 0950 sample collection time Turbidity w sample collection time
Fecal Coliform 0950 sample collection time Fecal Coliform a sample collection time
DO 5.74 mg/L DO mg/L
Temperature 15.5 C Temperature < C
Conductivity 134 pS/cm Conductivity ~O PS/cm
Flow 0.03 ft/second Flow z ft/second
pH 7.45 pH
Samples for TSS,turbidity,and fecal Coliform collected and hand delivered to Environmental Chemists in Wilmington,North Carolina for analysis.
Date: 3/23/2005
Time: 0800
Samples collected by: Kristina Theodorson of MACTEC
Meter Calibration information: -
HANNA HI 991300 for pH/ECITDS Serial#248486
7.00 lot#042579-24 exp 06/06
4.00 lot#041616-24 exp 05106
10.00 lot#042678-24 exp 06106
check 10.00 reads 10.09
YSI 85 for DO ordered from Pine Environmental Serial#02E1012 AC
Elevation set to 0 feet
Marsh McBirney Flo-Mate ordered from Pine Environmental Serial#05338
Calibrated at the warehouse prior to shipment

Environmental Chemists, Inc.
O
® ® 6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • [phone](Fax)
SM
710 Bowsertown Road • Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR.DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
MACTEC Engineering& Consulting Date of Report: March 28, 2005
5710 Oleander Drive, Suite 110
Wilmington,NC 28401 Purchase Order#: 28012
Attn: Kristina Theodorson
Report Number: 5-1986
REPORT OF ANALYSIS
Date Sampled: 03/23/05 Report To: Kristina Theodorson
Sampled By: Kristina Theodorson
WATER: The Village at Ma afire
Sample ID Lab ID Total Suspended Turbidity, Fecal Coliform,
Solids, TSS mgfL NTU Colonies/100 mL
TVM Howe Creek #4273 4 6.4 2450
Upstream
TVM Howe Creek #4274 14 15.6 1550
Downstream
TVM Pond 1 Inflow #4275 18 35.8 55
TVM Pond 1 Outflow #4276 23 36.6 36
TVM Pond 2 Inflow #4277 57 93 1200 est.
TVM Pond 3 Inflow #4278 32 39.1 440
TVM Pond 3 Outflow #4279 19 16.4 27
TWA Pond 4 Inflow #4280 77 64.5 1000 est.
Date Analyzed 03/24/05 03/23/05 03/23/05
Comments:
` Reviewed b

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�' rMACTE
LETTER OF TRANSMITTAL
To: From: MACTEC Engineering Project/Job No.:(per�p_p3-ob70
G and Consulting,Inc. Date: �4 OS
5710 Oleander Drive Project
V� Suite 110JILVE VI
Wilmington,NC 28403
Phone: [phone] Description:
Fax: [phone]
Attn: Attn:
S'T1N� ��Do
COPIES DOC. NO. DATE DESCRIPTION
; - �6
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ For Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval
❑ For Your Use ❑ Approved as Noted ❑ Submit Copies for Distribution
❑ As Requested ❑ Returned for Corrections ❑ Return Corrected Prints
❑ For Review and Comment Other
❑ Prints Returned After Loan to us ❑ For Bids Due:
REMARKS:
f (VIA'I t-#- -7- 1S3 1-;)-1
N L rpeN YL N c o> r�-
_DUQ WQ
�2-
�(.oi-7 ►'Y`�°CI l� S�l�rl L� CTl' 1 �—] CI�.DI IJ Prt.� ble-. �T
Y'-1°�1 C� , NG 2-7Cocj�j -tC�l-1 ���l�V►'�1N�-<-DN, ILL a8�}-O�
Copies To: i^./l � � \J d LL MJ N, -r k—k: Signed: v�
IF ENCLOSURES RECEIVED ARE NOT AS LISTED ABOVE,PLEASE NOTIFY US AT ONCE.
pEC
FEB 2 5 2005 2 9

I
I
I
AMACTEC
I
REPORT OF
QUARTERLY MONITORING—DECEMBER 2004
STATE STORMWATER MANAGEMENT PERMIT
FOR HIGH DENSITY DEVELOPMENT
THE VILLAGE AT MAYFAIRE—SW8 011119
WILMINGTON,NEW HA OVER COUNTY,NORTH CAROLINA
Prepared for
MAYFAIRE I,LLC .
Wilmington,North Carolina
f
Prepared by
MACTEC ENGINEERING AND CONSULTING,INC.
I WILMINGTON,NORTH CAROLINA
L-
MACTEC Project No. 6550-03-0070
I February 24,2005
L_
I

i AMACTEC
February 24,2005
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
E Wilmington,North Carolina 28405
Subject: Report of Quarterly Monitoring—December 2004
State Stormwater Management Permit
For High Density Development
The Village at Mayfaire—SW8 011119
Wilmington,New Hanover County,North Carolina
MACTEC Project No. 6550-03-0070
ITo whom it may concern:
On behalf of State Street Construction Company, MACTEC Engineering and Consulting,
Inc. (MACTEC), is pleased to provide the Division of Water Quality Section of the North
Carolina. Department of Environment and Natural Resources (DWQ) with the results of"
I instream analytical monitoring for the fourth quarter, storm event monitoring of the -
stream samples and BMP samples for the fourth quarter, and the semiannual scheduled
inspection by a Professional Engineer for the fourth quarter, at the Village at Mayfaire
site in Wilmington,North Carolina.
Thank you for the regulatory assistance with the Mayfaim project. If you have questions
regarding this report or need additional information please contact us at(910)452-1185.
Respectfully submitted,
MACTEC ENGINEERING AND CONSULTING,INC.
Kristina A. Theodorson Daniel C. S 'elds,P.E.
Project Scientist Principal Engineer
Cc: Mr. Mike Vollmin, State Street Construction Company
1_.
MACTEC Engineering and Consulting,Inc.
5710 Oleander Drive,Suite 110•Wilmington,NC 208403
910-452-1185•Fax:[phone]

i
I
The Village at Mayfaire—Monitoring Services for Permit Compliance February 24,2005
MACTEC Project No. 6550-03-0070
TABLE OF CONTENTS
1 1.0 Introduction.....................................................................................................1
I 2.0 The Village at Mayfaire..................................................................................2
2.1 Semiannual Inspection by a P.E................................................................2
2.2 Instream Analytical Monitoring................................................................2
2.3 Storm Event Monitoring...........................................................................4
I
TABLES
Table 1 Locations for Sampling Points
Table 2 Quarterly Instream Sampling Results
Table 3 Fecal Coliform Results
Table 4 Quarterly Storm Event Sampling Results
r
f
FIGURES
l Figure 1 Site Location Map and Surface Water Sample Locations
Figure 2 Site Map and Sample Locations
APPENDICES
Appendix A Photographs
Appendix B Instream Sampling Event Field Notes and Laboratory Results
Appendix C Fecal Coliform Sampling Results
�. . Appendix D Storm Sampling Event Field Notes and Laboratory Results
1 .
LG.clientsWate street4uarterly reportsU2-041dec04.doc i

The Village at Mayfaire—Monitoring Services for Permit Compliance February 24,2005
MACTEC Project No.6550-03-0070
1.0 INTRODUCTION
The State Stormwater Management Permit issued by the DWQ has categorized the
Village at Mayfaire site as "High Density Development'
The permit for the Village at Mayfaire was issued December 4, 2002, permit number
SW8 011119;this permit is set to expire December 4, 2012. Monitoring requirements are
outlined in Section III of the permit, and include the following elements:
➢ Semiannual scheduled inspections (every 6 months) by a Professional
Engineer (P.E.) to assure that the permitted stormwater system functions at
Coptimum efficiency. These records must indicate the date, activity, name of
person performing the work and what actions were taken. These inspections
are scheduled to occur during the June and December sampling events.
instream analytical monitoring snail be conducted quarterly (March, June,
September, and December), concurrent with documentation of a system
f inspection. The collected samples are to be analyzed for total suspended
i solids, turbidity and fecal coliform by a certified analytical lab; the samples
are to be field analyzed by MACTEC for dissolved oxygen, temperature,
conductivity,flow and pH.
➢ Instream monitoring is required during four representative storm events in
each year of the permit. Each BMP at the Village at Mayfaire site; three wet
Idetention storage ponds, shall be monitored concurrently with the instream
storm event monitoring(4 events per year). Grab samples shall be obtained at
specified locations in the BMP to demonstrate the efficiency of the practices
(inflow/outflow). The collected samples are to be analyzed for total
Lsuspended solids,turbidity and fecal coliform by a certified analytical lab; the
samples are to be field analyzed by MACTEC for dissolved oxygen,
Ltemperature, conductivity, flow and pH.
➢ One sample event per year will be "split" with the DWQ. The samples will
be delivered to a State-certified lab; since flow and temperature samples
LGxlientslstatestreeAquarterlyreports112-041dec04.doc I

The Village at Mayfaire—Monitoring Services for Permit Compliance February 24,2005
MACTEC Project No.6550-03-0070
cannot be split,they will be excluded from the split sample requirement. The
split sample event is scheduled to occur during the March sampling event.
2.0 THE VILLAGE AT MAYFAIRE
This section presents the results from field activities and laboratory analysis for the
Village at Mayfaire site.
2.1 Semiannual Inspection by a P.E.
On December 8, 2004, Daniel C. Shields, a licensed Professional Engineer in the state of
North Carolina, went to the Village at Mayfaire site to conduct an inspection of the
stormwater system in operation at the site. During this inspection, the system was
observed to be operating as intended and no maintenance or corrections were necessary at
this time.
2.2 Instream Analytical Monitoring
Instream analytical monitoring is required to be conducted quarterly, concurrent with
documentation of a system inspection. Two surface water monitoring sites have been
selected after negotiation with the DWQ. On December 7, 2004, Stephanie Garrett of the
DWQ accompanied a MACTEC representative in the field to select appropriate surface
water monitoring locations. Two surface water monitoring sites have been selected on
the unnamed tributary of Howe Creek that runs through the site; one upstream and one
Idownstream of the Village at Mayfaire site. The surface water monitoring locations are
illustrated on the attached Figures 1 and 2. Latitude and longitude coordinates were
obtained in the field by MACTEC on December 8, 2004; these coordinates are included
in Table 1. Photographs of the surface water sampling locations are included in
Appendix A.
LOn December 10, 2004, MACTEC went to the Village at Mayfaire site to conduct the
instream analytical monitoring event for the fourth quarter of 2004. MACTEC went to
LGxlienW state streetlquarterly reportsU2-04Wec04.doc 2

The'Village at Mayfaire—Monitoring Services for Permit Compliance February 24,2005
MACTEC Project No.6550-03-0070
the two pre-determined surface water sample locations, and collected samples to be field
analyzed for dissolved oxygen,temperature, conductivity, flow and pH. Samples for total
suspended solids, fi_rbidity, and fecal colifo. .=sere c^llected in laboratory prepared
bottles, placed in an ice-filled cooler, and hand-delivered to Environmental Chemists,
Inc., in Wilmington,North Carolina for analysis.
The field sampling worksheet and the laboratory analytical data for the instream
analytical monitoring event are included in Appendix B. The results of the sampling
event are also listed in Table 2.
I
The classifications assigned to the waters of the State of North Carolina are based upon
existing or contemplated best usage of the various streams and segments of streams in the
basin determined through studies and evaluations and the holding of public hearing for
i consideration of the classifications. According to 15A NCAC 02B .0311, Howe Creek is
considered a class SA Outstanding Resource Water (SA ORW) from its source to the
Intracoastal Waterway. In Howe Creek, the fecal coliform standard is based on the
median value of five readings in a 30-day period; the median value is not to exceed 14
colonies per 100 mL of water. The table showing all results of all fecal coliform
sampling for December is attached as Table 3; the laboratory analytical results for the
additional fecal coliform sampling events are included in Appendix C. According to 15A
NCAC 02B .0220 "violations of the fecal coliform standard are expected during rainfall
events and, in some cases, this violation is expected to be caused by uncontrollable
nonpoint source pollution"
As illustrated on the tables, the results of the surface water sampling event for December
2004 show the unnamed tributary of Howe Creek that runs through the Mayfaire site to
be in compliance with the 15A NCAC 2B standards, with only a few exceptions.
Turbidity readings were in compliance at both sampling locations; dissolved oxygen
readings were in compliance at the downstream sampling location. The Howe Creek
I Upstream sampling location had dissolved oxygen and pH values slightly below the
L.
Gxlienislstate streehquarterly reports112-041dec04.doc 3

I
The Village at Mayfaire—Monitoring Services for Permit Compliance Fehmary 24,2005
` MACTEC Project No.6550-03-0070
acceptable levels; however, since this sampling location is upstream of the Ma sire
P g P Yf
f development, these conditions can be assumed to be naturally occurring. The Howe
Creek Downstream sampling location had pH values slightly below the acceptable levels;
(� however, this is a violation that was also seen in the upstream sample, and may be
I assumed to be naturally occurring. ecal coilforin results for both the upstream and
downstream sampling locations were above the standard of 14 colonies / 100 mL of
water. The upstream sampling location had a higher median value than the downstream
sampling location, so this violation should not be attributed to the Village at Mayfaire
site.
E
2.3 Storm Event Monitoring
f A representative storm event is defined as an event that measures greater than 0.1 inches
of rainfall that is preceded by at least 72 hours during which no storm event measuring
greater than 0.1 inches has occurred. According to the State Stormwater Management
permit, each BMP must be monitored during a representative storm event to demonstrate
the efficiency of the practices (inflow/outflow). BUT samples must consist of.a grab
sample of the first flush inflow and the discharge outflow. The first flush inflow sample
window is within the first 30 minutes of a discernable inflow from a representative storm
event; the discharge outflow sample window is within the first 30 minutes of discharge
from a representative storm event. The permit requires that this storm event monitoring
i be conducted quarterly (March, June, September, and December), and instream samples
must also be collected during this event.
I
On December 7, 2004, Stephanie Garrett of the DWQ accompanied a MACTEC
representative in the field to select appropriate BMP sampling locations. Although four
BMP structures exist at the Village at Mayfaire site, Wet Detention Pond 1, Wet
Detention Pond 2, Wet Detention Pond 3, and Holding Pond 4, it will only be necessary
to monitor the "outflow" structure for three of these areas. Holding Pond 4 does not have
a typical "outflow" structure; the water in this pond is pumped to the other BMPs when
the level is high using a transfer pump. It will not be necessary to collect "outflow"
i
L
LG:clientslstate streetlquarterly reports112-041dec04.doc 4

The Village at Mayfaire—Monitoring Services for Permit Compliance February 24,2005
MACTEC Project No.6550-03-0070
samples from this location. Detention Pond 3 is comprised of 2 separate cells; the
"inflow" sampling location has been designated as the structure where the west cell flows
into t—be east (final) cell. I ACTFC will collect the samples from the outflav:
structure on each of the ponds by dipping a sample probe through the grate on the top of
the outflow box at each of the ponds. The BMP monitoring locations are illustrated on
the attached Figure 2. Latitude and longitude coordinates were obtained in the field by
MACTEC on December 8, 2004; these coordinates are included in Table 1. Photographs
fof the BMP sampling locations are included in Appendix A.
A rain gauge is located on the Village at Mayfaire site; this gauge is monitored daily by
MACTEC. On December 9, 2004, a rain event began at 0845; prior to this event a
measurable amount of rainfall (greater than 0.1 inches) had not been recorded since
November 30, 2004 (0.4 inches). MACTEC went to the Village at Mayfaire site on
December 9, 2004 at 1000 in anticipation of the rain event; this event measured 0.2
inches. Samples were collected from the inflow structures at three of the BMPs (the
water level in Holding Pond 4 was not high enough to collect a sample), and at each of
the two surface water sampling locations. Due to the low water levels in each of the three
ponds, no discernable outflow was observed following the 0.2 inches of rainfall.
MACTEC went to each of the pre-determined BMP and surface water-sample locations,
and collected samples to be field analyzed for dissolved oxygen, temperature,
conductivity, flow and pH. Samples for total suspended solids, turbidity, and fecal
coliform were collected in laboratory prepared bottles, placed in an ice-filled cooler, and
Ihand-delivered to Environmental Chemists, Inc., in Wilmington, North Carolina for
analysis.
l
The field sampling worksheet and the laboratory analytical data for the storm monitoring
levent are included in Appendix D. The results of the sampling event are also listed in
Table 4.
L
L
LGxlientslstatestreetlquarterlyreportsU2-041dec04.doc 5

The Village at Mayfaire—Monitoring Services for Permit Compliance February 24,2005
MAC=Project No.6550-03-0070
Water quality standards exist for the surface water samples collected from Howe Creek;
however, no formal standards are established for the pond discharges. It should be noted
that. these ponds are. used as a habitat by Canadian Geese and other =.�aterfo•.�l ^.ati.ye tc
the site area; it is expected that fecal coliform readings will be significantly elevated in
the ponds.
As illustrated on the tables, pH levels for both surface water sampling points are below
the 15A NCAC 2B standard. Since these levels are low both upstream and downstream
of the Mayfaire site, it may be assumed that low pH levels are naturally occurring for the
area. The dissolved oxygen levels in the Howe Creek Upstream sample are slightly lower
than the established standard; however, since this sample is collected from a location
upstream of the Mayfaire site, this dissolved oxygen level may be naturally occurring for
f the area. Finally, as discussed previously, fecal coliform results for both the upstream
I and downstream sampling locations were above the standard of 14 colonies / 100 mL of
water. The upstream sampling location had a higher median value than the downstream
sampling location, so this violation should not be attributed to the Village at Mayfaire
site.
l
L_
C:clientslstate streeAquarterly reportsV2-04Wec04.doc 6

i
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1
Table 1
Locations for Sampling Points
The Village at Mayfaire
Wilmington,New Hanover County,North Carolina
MACTEC Job No. 6550-04-0186
Sample Point Last Longitude Accuracy
Howe Creek Upstream N 34014.9791 W 7r 49.8361 +/-15 feet
� I
Howe Creek Downstream ( N 34014.8991 I W 7r 49.7911 I +/-37 feet
A I I
Detention Pond 1-INFLOW N 34014.9941 W 776 49.8001 +/-15 feet
1V
Detention Pond 1-OUTFLOW N 34014.9691 W 7r 49.8151 +/-21 feet
i
Detention.Pond 2-INFLOW I N 34015.1371 I W 77°49.704' I +/-25 feet
Detention Pond 2-OUTFLOW N 34015.1051 1 W 7r 49.664' I +A 10.6 feet
Detention Pond 3-INFLOW N 34014.8781 l W 770 49.6851 +/-15 feet
Detention Pond 3-OUTFLOW N 34014.8631 W 770 49.6551 +/-13 feet
1 ' A, . ..._
k Detention Pond 4-INFLOW N 34014.9711 W 7r 49.6501 +/-10 feet
Notes:
k Location information was obtained using a hand-held GPS unit.
Latitude and longitude coordinates collected on December 8,2004.
h
Prepared by:KAT 1/27/05
:Iclientvlstate streetlguarterly repartsl]2-041table Lx1s. Checked by:WBM 1/31/05
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• r �• HOWE CREEK UPSTREAM
. o. • a
N 340 14.979'
------�"''--� 'IW 77°49.8W
N
^ v 4 HOWE CREEK CO?!ElldET4EAl�J
J N 34°14.899'
t W 770 49.791'
_�� `•'tl =. ,i'•..yyy�' `� fir. C� ,'' � �,`.
•
~ I
j •e f. '/—J r .�
Source:USGS Topographic Map,Wrightsville Beach,North Carolina Quadrangle,1970
0 2000' 4000' OMACTEC
APPROX. SCALE IN FEET
SITE LOCATION MAP AND DRAWN: KAT DATE: 2124105
SURFACE WATER SAMPLE LOCATIONS APPROVAL: SCALE: AS SHOWN
THE VILLAGE AT MAYFAIRE DATE: 2- 2 y-t;T JOB#: 6550-03-0070
WILMINGTON,NORTH CAROLINA FIG. NO. 1

i
O HOWE CREEK UPSTREAM
N 34014.979'
r W 77` '9h3V
POND -1 W
`410,
i
HOWE CREEK DOWNSTREAM
N 34014.899'
W 77049.791' / 1
E ��ND 2 INFLOW
, N 34015.137'
-' W 77°49.704'
POND,.- OUTFLOW
j POND 3 INFLOW - -- _ N 34 15.105
N 34 14.878 / W 77049.664'
W 77*49.685' �l 1
I �- ---_-_---
' --P ND 3 i0 TFLOW
X PO D 4 INFLOW
N 34014.971'
W 77049.650'
LEGEND:
SURFACE WATER SAMPLE LOCATION
X BMP SAMPLE LOCATION
f._
GRAPHIC:SCALE- IN FEET SITE MAP AND SAMPLE LOCATIONS OMACTEC
DRAWN: WBM JOB: 6550-03-0070
0 200 400 THE VILLAGE AT MAYFAIRE APPROVAL: DATE: -2, •-Y
WILMINGTON, NORTH CAROLINA 2
SCALE: AS SHOWN FIG: 2

APPENDIX A

The Village at Mayfaire—Monitoring Services for Permit Compliance Pehruary 24,2005
MACTEC Project No.6550-03-0070
1
N
J 9a
Photograph 1: View of Howe Creek Downstream sampling location.
Photograph 2: View of Howe Creek Upstream sampling location.
P P g
p
APPENDIXA-I

The village at Mayfaire—Monitoring Services for Permit Compliance February 24,2005
MACTEC Project No.6550-03-0070
WWI
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f � _
1
..t.•�.__.-'=it°.�-_. ��.6t'.•�".�-� -.-.. - �.ierlrS `�+�''�r.'3��-�-'+"ram=
Photograph 3: Inflow structure for Pond 1.
I
-
Photograph 4: Outflow structure for Pond 1.
APPENDIXA-2

5'
APPENDIX

The Village at Mayfaire—Monitoring Services for Permit Compliance February 24,2005
MACTEC Project No.6550-03-0070
Ir
C
,. .
t Photograph 7: Inflow structure for Pond 3.
I
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f f• ti
f
Photograph 8: Outflow structure for Pond 3.
APPENDIXA-4

The Village at Mayfaire—Monitoring Services for Permit Compliance February 24,2005
MACTEC Project No.6550-03-0070
�• l�. .ram. •
r Photograph 9: Inflow structure for Pond 4.
- �-_`�� ram.
Photograph 10: Transfer um for Pond 4.
�P pump
1
1 -
I
i
APPENDIX-4-5
L

APPENDIX B

f
4 THE VILLAGE AT MAYFAIRE
INSTREAM ANALYTICAL MONITORING
QUARTERLY EVENT
MACTEC PROJECT NUMBER: 6550-03-0070
Concurrent-wit`documentation of a system inspection
Howe Creek Upstream
TSS 1410 sample collection time
Turbidity 1410 sample collection time
Fecal Coliform 1410 sample collection time
DO 1.46 mg/L
Temperature 19.4 C
Conductivity 145 pS/cm
Flow 0.03 ft/second
pH 5.47
Howe Creek Downstream
TSS 1400 sample collection time
Turbidity 1400 sample collection time
Fecal Coliform 1400 sample collection time
DO 6.52 mg/L
Temperature 19.7 C
Conductivity 136 pS/cm
' Flow 0.12 ft/second
Ni i UZO
Samples for TSS, turbidity, and fecal coliform collected and hand delivered to Environmental Chemists
in Wilmington, North Carolina for analysis.
Date: 12.10.04
Time: 1300
Samples collected by:
Meter Calibration information:
I HANNA HI 991300 for pH/EC/TDS. Serial#248498
7.00 lot#041617-24 exp 05/06
4.00 lot#027703-24 exp 01/05
10.00 lot#041618-24 exp 04/06
Icheck 10.00 reads 10.05
YS185 for DO ordered from Pine Environmental Serial#03210
Elevation set to 0 feet
Marsh Mcl3irney Flo-Mate ordered from Pine Environmental Serial#03993
LCalibrated at the warehouse prior to shipment
L_.
L

- Oppopp Environmental Chemis
ts, Inc.
envirochem 6602 Windmill Way • Wilmington,NC 28405
[phone](Lab) • (910)392-M4(Fax)
® 710 Bowsertown Road • lManteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
MACTEC Engineering& Consulting Date of Report: December 20, 2004
5710 Oleander Drive Suite 110
Wilmington,NC 28401 Purchase Order#:
Attn: Kristina Theodorson
Report Number:. 4-8167
REPORT OF ANALYSIS
Date Sampled: 12/10/04 Report To: Kristin.Theodorson
Sampled By: Kristine Theodorson
WATER: The Village at Mayfaire
Sample ID Lab ID Total Suspended Solids, Turbidity, Fecal Coliform,
TSS mg/L NTU mg/L Colonies/100 mL
TVM Howe Creek # 18070 31 12.3 270
Upstream
TVM Howe Creek # 18071 59 116 4300
Downstream
Date Analyzed 12/16/04 12/10/04 12/10/04
I
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Reviewed b C� /

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APPENDIX C

Environmental Chemists, Inc.
■ 6602 Windmill Way ■ Wilmington,NC 28405
[phone](Lab) 9 [phone](Fax)
SM
710 Bowsertown Road ■ Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer:
AUCTEC Engineering & Consulting Date of Report: December 21, 2004
I 5710 Oleander Drive, Suite 110
1 Wilmington,NC 28401 Purchase Order#:
Attn: Kristine Theodorson
Report Number: 4-8371
REPORT OF ANALYSIS
Date Sampled: 12/17/04 Report To: Kristina Theodorson
Sampled By: Kristina Theodorson
WATER: The mills a at aire
Sample ID Lab ID Fecal Coliform,
Colonies/100 mL
TVM Howe Creek # 18524 295
Upstream
'd'VM Howe Creek ## 18525 255
Downstream
Date Analyzed 12/17/04
Comments:
149 1
Reviewed b .

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Environmental Chemists, Inc.
envitrochem 6602 Windmill Way • Wilmington,NC 28405
I [phone](Lab) • [phone](Fax)
710 Bowsertown Road •Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR DWQ CERMCATE#94.DLS CERTIFICATE#37729
Customer:
MACTEC Engineering& Consulting Date of Report: January 6, 2005
5710 Oleander Drive, Suite 110
Wilmington,NC 28401 Purchase Order#:
Attn: Kristine Theodorson
Report Number: 4-8557
REPORT OF ANALYSIS
Date Sampled: 12/28/04 Report To: Kristina Theodorson
Sampled By: Knstma.Theodorson
w A'I'ER: The villa eat Ma air�e
Sample ID Lab ID Fecal Coliform,
Colonies/100 mL
TVM Howe Creek # 18932 2455
Upstream
TVM Howe Creek
# 18933 909
Downstream
I
Eate
Analyzed 12/28/04
Comments:
Reviewed by:� - 1 /
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I Environmental Chemists, Inc.
■ 6602 Windmill Way ■ Wilmington,NC 28405
[phone](Lab) ■ [phone](Fax)
710 Bowsertown Road■Manteo,NC 27954
[phone]
ANALYTICAL&CONSULTING
CHEMISTS NCDENR DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer: 71�'t4
:REVD
MACTEC Engineering& Consulting Date of Report: January 6, 2005
5710 Oleander Drive, Suite 110
Wilmington,NC 28401 rcbase Order#:
Attn: Kristina Theodorson
Report Number: 4-8601
REPORT OF ANALYSIS
Date Sampled: 12/29/04 Report To: Kristina Theodorson
Sampled By: Krishna.Theodorson
I
WATER: The Village at Mayfaire
Sample ID Lab ID Fecal Coliform,
Colonies/100 mL
TVM Howe Creek # 19013 81
Upstream
TVM Howe Creek
[ D # 19014 54
Downstream
t
Date Analyzed 12/29/04
Comments:
� r �
Reviewed by: ! d
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f
fTHE VILLAGE AT MAYFAIRE
STORM EVENT MONITORING
QUARTERLY EVENT
f MACTEC PROJECT NUMBER: 6550-03-0070
!I Event that measures greater than 0.1 inches of rainfall and is proceeded by at least 72-hours during which no storm event
measuring greater than 0.1 inches has occurred.
Howe Creek Upstream Detention Pond#2-OUTFLOW
TSS 1100 sample collection time TSS sample collection time
Turbidity 1100 sample collection time Turbidity w sample collection time
Fecal Colifonn 1100 sample collection time Fecal Colifonn _j sample collection time
DO Q.
3.89 mg/L DO M mg/l.
Temperature 18.9 C Temperature rn C
Conductivity 158 pS/cm Conductivity NS/cm
Flow 0.02 fHsecond Flow z ft/second
PH 5.81 PH
( Howe Creek Downstream Detention Pond#3-INFLOW (where 3E flows to 3W)
TSS 1115 sample collection time TSS 1040 sample collection time
Turbidity 1115 sample collection time Turbidity 1040 sample collection time
Fecal Coliform 1115 sample collection time Fecal Coliform 1040 sample collection time
DO 6.21 mg/L DO 7.74 mg/L
I Temperature 19.2 C Temperature 18.9 C
Conductivity 135 yS/cm Conductivity 233 pS/cm
Flow 0.21 it/second Flow 0.09 ft/second
PH 6.01 pH 8.41
Detention Pond#1-INFLOW Detention Pond#3-OUTFLOW
TSS 1015 sample collection time TSS sample collection time
Turbidity 1015 sample collection time Turbidity w sample collection time
Fecal Colifortn 1015 sample collection time Fecal Colifonn i sample collection time
f DO 6.89 mg/L DO mg/L
Temperature 18.5 C Temperature C
Conductivity 159 PS/cm Conductivity 6 PS/cm
Flow 0.05 ft/second Flow z ft/second
PH '3' ri
` N
! Detention Pond#1-OUTFLOW Holding Pond#4-INFLOW
TSS sample collection time TSS sample collection time
Turbidity w sample collection time Turbidity sample collection time
Lu
Fecal Coliform a sample collection time Fecal Coliform a sample collection time
DO 2 mg/L DO mg/L
I Temperature C Temperature C
Conductivity ~O PS/cm Conductivity PS/cm
Flow z ft/second Flow z ft/second
1 PH pH
Detention Pond#2-INFLOW Holding Pond#4-OUTFLOW (only to be sampled if pumping)
TSS 1000 sample collection time TSS sample collection time
Turbidity 1000 sample collection time Turbidity w sample collection time
Fecal Colifomt 1000 sample collection time Fecal Colifonn i I sample collection time DO 7.62 mg/L DO EL mg/L
l Temperature 20.5 C Temperature C
Conductivity. 192 pS/cm Conductivity I- PS/Cm
Flow 0.04 ft/second Flow z ft/second
fpH 7.26 PH
Samples for TSS,turbidity,and fecal coliform collected and hand delivered to Environmental Chemists in Wilmington,North Carolina for analysis.
f Date: 12.9.04
Time: 1000
Samples collected by.
Meter Calibration inform ton:
HANNA HI 991300 for pHIECITDS Serial#248498
7.00 lot#041617-24 exp 05/06
4.00 lot#027703-24 exp 01/05
10.00 lot#041618-24 exp 04/06
check 10.00 reeds 10.01
YSI 85 for DO ordered from Pine Environmental Serial#03210
Elevation set to 0 feet
Marsh McBimey Flo-Mate ordered from Pine Environmental Serial#03993
Calibrated at the warehouse prior to shipment
L
f

` Environmental Chemists, Inc.
envitrochem 6602 Windmill Way • Wilmington,NC 25405
fL [phone](Lab) • [phone](Fax)
I
710 l3owsertown Road •Manteo,NC 27954
[phone]
( ANALYTICAL&CONSULTING
I CHEMISTS NCDENR.DWQ CERTIFICATE#94.DLS CERTIFICATE#37729
Customer: �V ED
MACTEC Engineering& Consulting RECE ate of Report: December 17, 2004
5 710 Oleander Drive Suite 110 C E C 2 7 RECD
Wilmington,NC 28401 urchase Order#:
Attn: Kristina Theodorson LAIN ENGINEERING
NC Report Number: 4-8113
REPORT OF ANALYSIS
1 Date Sampled: 12/09/04 Report To: Kristina Theodorson
Sampled By: Kristina Theodorson
WATER: The Village at Ma aire Page 1 of 2
Sample ID Lab ID Total Suspended Solids, Turbidity, Fecal Coliform,
TSS mg/L NTU mg/L Colonies/100 mL
TVM Howe Creek Upstream # 17972 9 4.1 320
l
TVM Howe Creek # 17973 5 10.4 7800
Downstream
TVM Pond 1 Inflow # 17974 40 92.2 1100
TVM Pond 2 Inflow # 17975 67 108 360
TVM 3 Pond Inflow # 17976 33 53.2 280
Date Analyzed 12/13/04 12/10/04 12/09/04
Comments:
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F W A r� Michael F.Easley,Governor
�0 RD William G.Ross Jr.,Secretary
�O G North Carolina Department of Environment and Natural Resources
ram_' Alan W.Klimek,P.E.Director
0 Division of Water Quality'"titer Coleen Sullins,Deputy Director
> Division of Water Quality
December 7, 2004
Ms. Kristina A. Theodorson, Project Scientist
MACTEC Engineering and Consulting
5710 Oleander Driver, Suite 110
Wilmington, North Carolina 28403
Subject: Mayfaire Monitoring Requirements
Permit Nos. SW8 010512, 011119, and 030701
Wilmington, New Hanover County, North Carolina
Dear Ms. Theodorson;
Our office received your letters dated November 11, 2004 and would like to address the
questions you raised in your correspondence and during our site visit today regarding
the monitoring requirements for the aforementioned stormwater permits.
• Per our discussion today, BMP grab samples will be collected at the inflow and
outflow structures during representative storm events. If there is no outlet
structure, only the inlet will be sampled unless the storm event is severe enough
that there is a discharge from the overflow. If there is not an above ground outlet
pipe, samples are to be taken in the overflow structure by removing the grate on
top of the box.
• Ms. Linda Lewis has provided clarification regarding the inflow and outflow
sample sites for Pond# 3 along Military Cutoff. The two forebay ponds and the
pond adjacent to Michael's are considered to be one treatment system (BMP). As
such, the 'butfall" structure of the forebay area at the north end of the three
ponds is essentially the point at which the two ponds flow into the pond adjacent
to Michael's Crafts. Consequently, this location would be considered the inflow
location. The outflow site would be at the outfall structure in the pond next to
Michael's. These locations will replace the stations we discussed this afternoon
• The previous consultant collected their instream fecal samples in accordance
with the State standard of five samples within 30 days. It is this office's
preference that you continue to follow this methodology until such time as the
Mayfaire development is "built out". A reevaluation can be made once
development is complete and all appropriate land surfaces have been stabilized.
Weekly samples are recommended, although you may need to double up for the
month of December due to the timing of this response.
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional office Wilmington,NC 28405 [phone](fax)

Page 2of2
t MACTEC
December 6,2004
• There are a variety of techniques and equipment available to measure stream
flow and it is assumed by our office that you will employ an accurate method.
• WIRO staff will accompany you during your first set of split samples and one set
of the samples will be sent to a laboratory designated by WI RO staff.
• There are no monitoring requirements for the Mayfaire Community Center(SW8
030701).
• It is not necessary for you to sample standing water in the infiltration basins.
Please provide our office with copies of the site plans indicating sample site locations,
as well as the latitude and longitude of each. Once the station location maps are
received, we will provide a final review on the sampling sites and make any adjustments
as needed.
I hope this addresses your questions regarding the monitoring at Mayfaire. Please feel
free to contact me or Rick Shiver, SWP Regional Supervisor at [phone] with any
additional questions.
Sincerely,
'C�04�—
StVphanie Garrett
Environmental Technician
S:iWQSlStephanieGarrettlMayfaire\MACTEC12-6-04
Cc: Rick Shiver
Linda Lewis
Stephanie Garrett

Re:Mayfaire questions
i.Subject: Re: Mayfaire questions
From: Linda Lewis<[e-mail]>
Date: Mon, 06 Dec 2004 15:45:45 -0500
To: Stephanie Garrett<[e-mail]>
CC: Bradley Bennett<[e-mail]>, Ken Pickle<[e-mail]>
Steph,
My answers are below your questions. Bradley and Ken, if you see anything outrageously wrong,
please advise ASAP.
Linda
Stephanie Garrett wrote:
Per the questions from MACTEC,the consultant who will be handling inspections and monitoring
at Mayfaire(SW8 010512) -please see if you can help me answer the following or forwardto the
appropriate party for response. The consultant wants to begin their quarterly sampling this month
so needs answers to at least the first question ASAP.
1. Evidently because the fecal standard is based on 5 samples in 30
days, the previous consultant was collecting 5 fecal samples
over the month they were conducting their quarterly sampling. I
don't see any language in the permit that dictated they do
that. Had they been instructed to do so, and if so, is there a
hard copy we can have for the files? The new consultant wants
to know if they should be collecting fecal samples in the same
manner so as to determine whether or not the instream samples
are meeting State Standards, or if they only need a total of 8
fecal samples each year(i.e. the quarterly requirement and the
representative storm event requirement)
*I remember telling them to do 8 samples per year,but cannot find any documentation. As we
discussed, Rick has suggested continuing with the 5 samples in 30 days, as is the standard,until
construction is complete. We will then entertain a request from the permittee to change this
requirement,based on results.
* 2. The permit states that "the permitee shall split samples w/DWQ for at least one sample event
per year". Does this mean I make a site visit w/them and we both collect samples or do they just
collect two sets of samples and send one set to a certified lab we designate?
*Generally, on those occasions where split samples are being done,the permittee would make
arrangements ahead of time to collect double samples and send one set to our designated lab. For the
Mayfaire permit, as we discussed, it would be preferable if DWQ collected its own split samples the
first time, and then allowed the permittee to collect the split samples if the first round came out
close.*
3. Some of the ponds at the Village don't have outlet structures; they are pumped to adjacent ponds
1 of 2 12/6/2004 4r54 PM

RP:Mayfaire questions
on an "as needed" basis. For their monitoring requirements do they only sample the inflow? Do they
sample the pumped "outflow" even though it may not be an immediate result of a storm event and not
necessarily done during the time of their storm event sampling?
*The ponds at the Village (SW8 011119) act as storage areas only. The runoff from the ponds is
pumped to the,infiltration basins at a specified rate equal to about a 4 day drawdown in the pond. The
pumped runoff is then allowed to infiltrate, so there shouldn't be any discharge to grab a sample of for
rainfall events of 2"-3". For larger storm events,runoff may overtop the outlet structure in the pond
and flow into the vegetated filter. At those times a sample of the overflow may be taken. The fact that
there is no discharge in response to the design storm is evidence of "the efficiency of the practice."
Apparently there are no monitoring requirements for the Mayfaire Community Center site(SW8
030701) -the consultant requested confirmation that no monitoring is needed at this site.
*No monitoring requirements were placed into the SW8 030701 permit.*
Thanks so much!
Stephanie
2 of 2 12/6/2004 4:54 PM

HECEIVED
DEC 0 3 2004
CPT Engineering and Surveying, Inc. BY* _ -
3935 Brian Jordan Place-Suite 137•High Point,NC 27265•Phone[phone]•Fax[phone]
LETTER OF TRANSMITTAL
To:NCDENR—Water Quality Section Date: 12-2-04 Job No: 160-02
Wilmington Regional Office Attention:Linda Lewis
127 Cardinal Drive Extension RE:The Village at sire
Wilmington,NC 28405-3845 W' on,NC
9110- 39s -3900 6"RIE'e OY -/6-30
We are sending you:
®Attached ❑Under separate cover via: Fedex the following items:
❑Plans ❑Diskette(s) ❑For Approval❑For Review ❑ Specifications
❑Other:
Quantity Dw .No. Description Status
1 - Completed Orig.Designer's Certification H
Status Code: A. Approved D. Rejected-See Remarks G Approved-As noted
B. Sign and Return E. For your information H. As Requested
C. Amend and Resubmit F. Refer to Remarks L Review and Comment
Remarks:Attached is the certification form for your file for the above referenced project.If you have any
questions feel free to calL
cc:
Mike Venable
CPT ENGINEERING AND SURVEYING,INC.
Ext.305

MACTEC
November 11,2004
Mr. Rick Shine:
Ms. Linda Lewis
North Carolina Division of Water Quality
Groundwater Section
127 Cardinal Drive Extension
Wilmington,North Carolina 28405
Ms. Beth E. Wetherill
New Hanover County Engineering Department
2030 Market Place Drive
Suite 160 N O V 15 2004
Wilmington,North Carolina 28403
Via Certified Mail: Z 153 121 387
Subject: Request for Assistance in Determining Sampling Locations
The Village at Mayfaire
High Density Stormwater Project
Permit No. SW8 011119
Wilmington,New Hanover County,North Carolina
MACTEC Project 6550-03-0070
Dear Mr. Shiver,Ms.Lewis and Ms. Wetherill:
MACTEC Engineering and Consulting, Inc. (MACTEC) respectfully submits this letter of
introduction and request for assistance to determine sample locations for The Village.at Mayfaire
site, located on Military Cutoff Road in Wilmington,North Carolina.
State Street Construction Company (State Street) has selected MACTEC to assist them in
complying with the necessary monitoring requirements for their Permit for a Land Disturbing
Activity, their State Stormwater Management Permit, and their National Pollutant Discharge
Elimination System (NPDES) General Permit for The Village at Mayfaire site. MACTEC
intends to work closely with the North Carolina Department of Environment and Natural
Resources Division of Water Quality (DWQ) and the New Hanover County Engineering
Department (NHC) in this effort, so that all necessary permit requirements are satisfied to your
approval.
During the current phase of construction, MACTEC is assisting State Street by conducting
weekly (more frequent when storm events of greater than 0.5 inches of rain occur)inspections of
the erosion and sedimentation control facilities at the site. MACTEC is completing the attached
checklist following the inspection, and working with State Street to correct any problems that are
found. MACTEC intends to conduct the first quarterly instream and BMP monitoring event, and
storm monitoring event in December 2004.
MACTEC Engineering and Consulting
5710 Oleander Drive,Suite 110•Wilmington,NC 2W3
910-452-1185•Fax:[phone]

The Village at Mayfaire—Erosion and Sedimentation Control November 11,2004
MACTEC Project No.6550-03-0070
Based on review of the State Stormwater Management Permit No. SW8 011119, Section III.
Monitoring Requirements, 1. "Instream_analytical monitoring shall be conducted quarterly,
concurrent with documentation of a system inspection. In addition, instream monitoring shall be
required during four representative storm events in each year of the permit. Monitoring sites shall
be selected both upstream and downstream of the project site on Howe Creek. Monitoring sites
shall be selected by agreement between the permittee and the Division." MACTEC requests your
assistance in determining monitoring locations on Howe Creek. MACTEC proposes to select two
monitoring locations upstream, and two monitoring locations downstream of The Village at
Mayfaire site.
Based on review of Section III. Monitoring Requirements, 2. "Each BUT shall be monitored.
The sample locations will be determined by agreement of the permittee and the Division."
MACTEC would also like clarification and assistance in determining the sampling locations for
the BMPs.
In Section III. Monitoring Requirements, 4. "Monitoring parameters shall include,...flow".
MACTEC would like to request assistance in determining how"flow" should be measured.
MACTEC appreciates your assistance in determining the instream and BUT sampling locations
for The Village at Mayfaire site, and looks forward to working with you on this project. Please
contact Kristina Theodorson at(910)452-1185 to further discuss these matters.
Sincerely,
MACTEC ENGINEERING AND CONSULTING,INC.
sting A. Orson Daniel C. Shields,P.E.
Project Scientist Principal Engineer
KAT/DCS
Cc: Mr.Mike Vollmin, State Street Construction Company
File
Attachment

VILLAGE AT MAYFAIRE
STATE STREET LLC
WEEKLY EROSION AND SEDIMENTATION STRUCTURE INSPECTION
MACTEC PROJECT NUMBER 6550 03 0070 T 03
Date: Field Conditions:
Time: Inspector: .
E&S Structure No. 1 -gilt Fence E&S Structure No.2-WD Pond 1
Present: Yes (Y) No(N) Present: Yes(Y) No(N)
Intact Yes(Y) No(N) Intact Yes(Y) No(N)
Stormwater Runoff Discharge Stormwater Runoff Discharge
Clarity Y N Clarity Y N
Floating Solids Y N Floating Solids Y N
Suspended Solids Y N Suspended Solids Y N
Oil Sheen Y N Oil Sheen Y N
Other obvious indicators of stormwater
pollution? Y Other obvious indicators of stormwater
N .
pollution? Y
(Explain) N
(Explain)
E&S Structure No.3-WD Pond 2 E&S Structure No.4-WD Pond 3W
Present: Yes(Y) No(N) Present: Yes(Y) No(N)
Intact Yes(Y) No(N) Intact Yes(Y) No(N)
Stormwater Runoff Discharge $tormwater Runoff Discharge
Clarity Y N Clarity Y N
Floating Solids Y N Floating Solids Y N
Suspended Solids Y N Suspended Solids Y N
Oil Sheen Y N Oil Sheen Y N
Other obvious indicators of stormwater Other obvious indicators of stormwater
pollution? Y N pollution? Y N
I(Explain)
(Explain)
E&S Structure No.5-WD Pond 3E E&S Structure No.6-WD Pond 4
Present: Yes(Y) No(N) Present: Yes(Y) No(N)
Intact Yes(Y) No(N) Intact Yes(Y) No(N)
Stormwater Runoff Discharge Stormwater Runoff Discharge
Clarity Y N Clarity Y N
Floating Solids Y N Floating Solids Y N
Suspended Solids Y N Suspended Solids Y.' N
Oil Sheen Y N Oil Sheen Y N
Other obvious indicators of stormwater Other obvious indicators of stormwater
pollution? Y N
(Explain) pollution? i�' Y N
(Explain)
E&S Structure No.7-Infiltration Area Are completed areas stabilized? Y N
Present: Yes (Y) No(N) Actions or corrective measures taken?
Intact Yes (Y) No(N)
Stormwater Runoff Discharge
Clarity Y N
Floating Solids Y N
Suspended Solids Y N
Uil Sheen Y N
Other obvious indicators of stormwater
pollution? Y N
(Explain)

P. 1
l.V1'II'IU111'- II1VI`I Mt.DULI KtrVR1 l HUU.,JVJ.GU'U'4 7.17HI'I 1
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP} RESULT PAGE
----------------------------------------------------------------------------------------------------
487 MEMORY TX 8-3368128780 OK P. 1/1
----------------------------------------------------------------------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3). NO. ANSWER E-4) NO FACSIMILE CONNECTION
1hl T AAlchaei F.Easley,t;overnar
Q wpliam G,moss,Jr.,Secretary
North Carollne Department of Snvlronment and Natural Resources
Alan W_Klimek,P.R.Director
IVAW�j DWIsIM of water Quallty
FAX COVER SHEET
Date: August 30, 2004 No. of Pages: 1
To, Jim Grdiah From: Linda Lewis
AP
Company: State:Street Companies Water Quality Section -Stormwater
FAX#: [phone] FAX#[phone]
Phone#9`104954900
DWQ Stormwater Project Number: SW8 011119
Project Name: The Village @Mayfaire
MESSAGE:
Mr, Grdich.
I am in receipt of the revised plans in response to the May 11, 2004, Inspection report for the
subject facility. i am concerned that the proposed location of the vegetated niter for Pang i is
much too close to the existing ditch to function effectively as a proper vegetated filter. The
classification of the receiving stream, should this system ever overflow and engage the
wonatafad filtAr. is SA ORW. This classification means that proposed measures to protect
.._-4 -.._1:A.. M,.e

P. 1
COMMUNICATION RESULT REPORT ( AUG.30.2004 8:50AM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
— --------------------------------------------------------------------------------------------------
486 MEMORY TX ` 8-7043723704 OK P. 1/1
----------------------------------------------------------------------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
WA7G Mlohael F.Easley,Governor
7 William G.Ross,Jr..Secretary
tNorth Carollro Department of Emrlronrhent and Natural Resources
O �+ Alan W.Klimek,P.E.Director
Division of Water Quality
r
FAX COVER SHEET
Grate: Augyst 30, 2004 No. of Pagers: 1
To: Jim Qrdich From:Linda Lewis
AP
Company: State1treet Companies Water Quality Section - Stormwater
FAX#: [phone] FAX#[phone]
Phone #[phone]
13WQ Stormwater Project Number: SWB 011119
Project Name: The Village GMayFaire
MESSAGE:
Mr. Grdlch:
I am in receipt of the revised plans in response to the May 11, 2004, Inspection report for the
suoject facility. i am concerned that the proposed location of the vegetated filter for Fond 1 is
much too close to the existing ditch to function effectively as a proper vegetated filter. The
classification of the§reaeiving streams should this system ever overflow and engage the
vegetated filter, is SA QRW. This classification means that proposed measures to protect

�VIATtc
� y
Q Michael F.Easley,Governor
+'c "� William G.Ross,Jr.,Secretary
>1 r^ North Carolina Department of Environment and Natural Resources
< Alan W.Klimek,P.E.Director
Division of Water Quality
FAX COVER SHEET
Date: August 30, 2004 No. of Pages: 1
To: Jim Grdich From: Linda Lewis
AP
Company: State,Street Companies Water Quality Section - Stormwater
FAX#: [phone] FAX# [phone]
Phone#[phone]
DWQ Stormwater Project Number: SW8 011119
Project Name: The Village @Mayfaire
MESSAGE:
Mr. Grdich:
I am in receipt of the revised plans in response to the May 11, 2004, Inspection report for the
subject facility. I am concerned that the proposed location of the vegetated filter for Pond i is
much too close to the existing ditch to function effectively as a proper vegetated filter. The
classification of thev!receiving stream, should this system ever overflow and engage the
vegetated filter, is 8A ORW. This classification means that proposed measures to protect
water quality need to be designed and installed to a higher degree of accuracy and quality, not
wedged in to the point that they don't function as they were intended to function.
Please relocate the vegetated filter for Pond 1. Perhaps another, more suitable location is
necessary where the space to construct a functional vegetated filter is available.
RSS1arl: S:IWQSISTORMWATIADDINF0120041011119.aug04
cc: Chuck Truby, P.E., CPT Engineering, FAX [phone]
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone[phone] Customer Service 1-877-623-6748
Wilmington Regional Office . - Wilmington,NC 28405-3845 FAX [phone] Internet h2o.enr.state.naus
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper N'AhCarolina

:rx..T;�
J U
Z,
CPT Engineering and Surveying, Inc. �� '
3935 Brian Jordan Place-Suite 137 High Point,NC 27265•Phone[phone]•Fax[phone]
LETTER OF TRANSMITTAL
To:NCDENR-Water Quality Section Date:6-25-04 1 Job No: 160-02
Wilmington Regional Office Attention:Linda Lewis
127 Cardinal Drive Extension RE:The Village at Mayfaire
Wilmington,NC 28405-3845 Wilmington,NC
C)
We are sending you:
®Attached ❑Under separate cover via: Mail the following items:
❑Plans ❑Diskette(s) ❑For Approval❑For Review ❑ Specifications
❑Other:
Quantity Dw .No. Description Status
1 - Additional Copy of Revised Grading&Drainage Plan E
Status Code: A. Approved D. Rejected-See Remarks G Approved-As noted
B. Sign and Return E. For your information H. As Requested
C. Amend and Resubmit F. Refer to Remarks L Review and Comment
Remarks: Enclosed is an additional copy of the revised Grading&Drainage Plan per Jim Grdich(State
Street,Inc.)request.
cc:
Mike Venable
CPT ENGINEERING AND SURVEYING,INC.
Ezt.305

P. 1
,OMMUNICATION RESULT REPORT ( JUN.23.2OO4 11:13AM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
-----------------------------------------------------------------------------------------------------
771 h."('.." TX B-7043723704 OK P. 1/1
------- ----------------------------------------------------------------------------------------
R& R ERROR
E-1) HANG UP OR LINE FAIL E=2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
WA , Michael F. Easley, Governor
Wiliam G. Ross Jr. Secretary
North Carolina Department of Environment and Natural hesources
H Alan W. IQime P.E.,Director
Division offater Quality
Caleen H. Sullins, Duty Director
DiVlslon of Water Quality
FAX COVER SHEET
h&.A; June 23, 2004 No. of Pages; 1
00 James Grdich From: Linda Lewis
""am
pony: State Street Companies water Quality Section - Stormwater
-A X#: 704-372-3704 FAX#[phone]
Phone#[phone]
0VVQ. Stor mweter Project Number: SW8 011119
°oGt 01; me: The Village @Mayfalre
aSSsAG L:
A.i. Grdich:
I < A;eived one copy of the proposed pian revision to address the relocated vegetated
i'-Aer for Pond #1, due to the presence of a stream that was not shown on the originally
moved plans.
I."v.•........ .,rwo.Cwlw .�� �d�t li:��-1 —l-- -1. .

dF NN Michael F. Easley, Governor
William G. Ross Jr. Secretary
North Carolina Department of Environment and Natural Resources
r-
-� Alan W. Klimek P.E.,Dire ctor
© Coleen H DSullllins,Deputy Director
Division of Water Quality
FAX COVER SHEET
Date: June 23, 2004 No. of Pages: 1
To: James Grdich From:Linda Lewis
Company: State Street Companies Water Quality Section - Stormwater
FAX#: [phone] FAX# [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 011119
Project Name: The Village @Mayfaire
MESSAGE:
Mr. Grdich:
I received one copy of the proposed plan revision to address the relocated vegetated
filter for Pond #1, due to the presence of a stream that was not shown on the originally
approved plans.
Please provide an additional plan sheet. Upon review and approval, both will be
stamped, one will be returned to you to be placed in the approved plan set, and one will
be kept here in the stormwater file.
RSS1arl: S:\WQS\STORMWAT\ADDINFO\2004\01 11 1 9.jun04
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service 4'
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] FZOLN 1

STATESTREET
RECEIVED
,f une 16, 2004
JINN 17 2W4
DW
Linda Lewis PROD#
NC Department of Environmental Health and Natural Resources t'e UeS�
Division of Water Quality
127 Cardinal Drive Extension
Wilmington,NC 28405
Re: Notice of Inspection
The Village at Mayfaire
Stormwater Project No. SW8 011119
New Hanover County
Dear Ms. Lewis:
In response to your "Stormwater Compliance Inspection Report" dated May 11, 2004 regarding
The Village at Mayfaire, please find the following descriptions for each of the corrective actions
that have been completed or are in the process of being addressed, as required to bring this site
into compliance with the permit.
Please be assured that the proper and timely completion of each of the required corrective
measures is of the highest priority to us. We will continue to manage the corrective process until
each item is satisfactorily completed and will provide you documentation that the work is done
upon its final completion.
The following is in direct response to your report:
4a. The outlet structures for ponds (1)and (2)have been installed.
b. Please see the attached revised plan showing the location of the previously unknown
stream and required vegetated filters.
Note: Upon your approval,this filter will be installed.
C. The pump for pond (3) has been ordered and will be installed within the next two
weeks. The adjacent infiltration area and vegetated filter have been regraded and
reseeded.
d. Repairs have been made to the eroded areas along each of the three pond slopes and
these disturbed areas have been re-seeded.
e. The vegetated filter for pond (2) has been installed.
211 EAST BOULEVARD o CHARLOTTE, NORTH CAROLINA ® 28203 o 704-372-3703 e 704-372-3704 FAX

Ms.Linda Lewis
June 16,2004
Page 2 of 2
f. The bottoms and sides of the vegetated filter for pond (3) has been stabilized with
permanent vegetation.
g. Surveyors have been scheduled to provide, to the design engineer, the top and
bottom elevations for each pond, the top of the inverts of the riser and barrel pipe,
the elevations of each of the orifice, and the elevation of each of the infiltration
areas and infiltration trenches.
It is anticipated that this survey work shall be complete and forwarded to the design
engineer within the next two weeks. The design engineer's "interim certifications"
will then be prepared and forwarded to you. We anticipate having the remaining
remedial work completed and the required certified documents to you within the
next(30) days.
If you have any questions or need any additional information, please contact me at 704-372-3703
extension 208.
Sincerely,
llage at Mayfaire, LLC
James H. Grdich
Enclosure
cc: NCDENR—DWQ
Tony Roberts,New Hanover County Building Inspections
Keith Stark, Cape Fear Paving
Charles P. Truby, P.E., CPT Engineering& Surveying Inc.
Mike Vollmin, State Street Construction Company

OF 1NATF,9 Michael F. Easley, Governor
P William G. Ross Jr. Secretary
y North Carolina Department of Environment and Natural resources
r-
Alan W. Klimek PE.,Director
Division ofWiter Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 18, 2004
Ms. Tiffany N. Gay, Vice President
The Village at Mayfaire, LLC
211 East Boulevard
Charlotte, NC 28203
NOTICE OF INSPECTION
The Village at Mayfaire
Stormwater Project No. SW8 011119
New Hanover County
Dear Ms. Gay:
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
project's stormwater controls conducted on May 11, 2004 to determine compliance with
Stormwater Permit Number SW8 011119 issued on December 4, 2002.
The required actions that are necessary to bring this site into compliance are noted
under Section 4 of the report. Please inform this Office in writing before June 18, 2004,
of the specific actions that will be undertaken and the time frame that will be 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,
d�tcj ! ^�✓�`�a
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIINSPECT1011119.may04
cc: Chuck Truby, P.E., CPT Engineering
Wilmington Regional Office
Linda Lewis
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service ��
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] WCDEN—R

STORMWATER COMPLIANCE INSPECTION REPORT
1. Project Name: The Village at Mayfaire
Project Number: SW8 011119 Control Measure: Infiltration Basin
Water Body: Howe Creek Classification: SA ORW
Directions to site, address: off Military Cutoff Road, adjacent Mayfaire
2. Inspection Date: May 11, 2004
Weather Conditions: warm and sunny
3. Compliance Issues:
Y N
® ❑ The drainage area (including offsite) and built-upon area to the permitted
system are per the approved plan.
® ❑ All the built-upon area associated with the project is graded such that the
runoff drains to the system.
❑ ® For ponds/infiltration, the outlet/bypass structure relative elevations are
per the approved plan. (Must be verified via as-built survey if in question).
❑ ® The inlets and outlet structure are located'perthe approved plans and do
not cause short-circuiting.
❑ ® 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.
❑ ® 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.
® ❑ The built-upon area dimensions are per the approved plan.
4. Required Actions: (Each deficiency is explained below and what needs to be
done to bring the system back into compliance)
a. The outlet structures for Ponds 1 and 2 are missing. Please install
immediately. Pond 1 is in the second-most active construction area on the
project, and it needs to be fully functional in order to treat the runoff.
b. The location of a previously unknown stream immediately adjacent Pond 1
will make location of the required vegetated filter difficult. Please submit
revised plans to show this stream, with the required vegetated filter also
located. Upon approval, please install the filter.

C. The pump for Pond 3 has not been installed. The Pond 3 watershed is the
largest and contains the majority of the current construction. The runoff
from Pond 3 must be pumped to the infiltration area for disposal. Only
overflow in excess of the permitted storage volume is allowed to bypass
the pond via the vegetated filter prior to entering the upstream waters of
Howe Creek.
d. The slopes of all three ponds need attention. Please repair the eroded
areas of the slopes and stabilize with the permanent grass cover indicated
on the approved stormwater plans.
e. The vegetated filter for Pond 2 has not been installed.
f. The bottom and sides of the vegetated filter for Pond 3 need to be
stabilized with permanent vegetation, per the approved plans.
g. Please submit interim designees certifications for each pond to assure that
the basic requirements of the permit are being met in the ponds.
Inspector: Linda Lewis
Water Quality/Wilmington R40nai Office/[phone]
RSS/arl: S:IWQSISTORMWAT1lNSPECT1011119.may04

uvee� Permit# GP 71-01
a j
x e MAY l ..
my
CUUf
New Hanover County Permit for a Land Disturbing Activity
Department of Engineering
414 Chestnut Street,Room 101
Wilmington,North Carolina 28401
[phone]
As authorized by the New Hanover County Erosion and Sedimentation Control Ordinance
This permit issued to The Village "ayfaire.LLC authorizes the development of 32 acres of land at Mil_ itary
Cutoff Road for the Villages Mayfaire in New Hanover County. This permit issued on September 19,2002 is subject to
compliance with the application and site drawings,all applicable regulations and special conditions and notes set forth below. Any
plan modifications must be approved by this office prior to field changes
It is understood by the applicant that a representative ofNew Hanover County's Engineering Department may inspect the site
at any time following the issuance of this Permit. A copy of the approved Soil Erosion Plan and this permit must be available at all
times at the site.
Failure to execute the provisions of this permit and the approved Soil Erosion Plan, or any other provisions of the New
Hanover County Soil Erosion and Sedimentation Control Ordinance,shall result in immediate legal action by the County to the limits
prescribed by the Ordinance. If the measures outlined on the approved Soil Erosion Plan and this Permit prove insufficient,additional
Erosion Control measures can and will be required which in turn will be considered provisions of this Permit. This Permit does not
preclude any other permits or approvals necessary for beginning or completing this development. Approval of an erosion control plan
is conditioned on the applicants compliance with Federal and State laws,regulations and rules. It is the Permittee's responsibility
to obtain all necessary permits and approvals.
------------------------------------------------------------------------------------------------
SPECIAL CONDITIONS
(THESE CONDITIONS MUST BE FOLLOWED IN ADDITION TO THE PLANS AND SPECIFICATIONS)
*Tree Removal Permits must be acquired from the City of Wilmington prior to clearing the site.
*All the soil erosion control measures will be installed as the site is cleared and maintained throughout construction. These
include seven(7)construction entrances,one(1)ditch plug with silt fence and minimum 2:1 stabilized slopes, silt fences,
inlet and outlet protection, four(4) stabilized flow spreaders and infiltration areas, a proposed ditch relocation with the
condition that water will not be turned into the new ditch until its completely stabilized, minimum 2:1 sloped stabilized
diversion berms with excelsior mat lining in swales C, D , E, G, H, J, K, L, M and P and immediate construction and
stabilization of the four(4)ponds,their slopes and a temporary filter at their outlet or over the outlet orifice until the site
is stable.
*This permit does not preclude any permits or approvals which may be necessary such as DEM Water Quality,C.A.M.A.,
the Corps of Engineers, DEM Solid Waste or any other agencies.
*No sediment shall leave the site or enter the wetlands in An event.
*If plan revisions are necessary you must submit a copy to this office for approval prior to any field changes.
*If soil is removed from the site, it must be taken to an approved or permitted site to be identified to this office pAor to
removal from the site.
*All City and State drainage and stormwater requirements will be adhered to.
*If these measures fail to adequately control erosion,more restrictive measures will be required.
*If any phase of grading ceases for more than 15 working days, the site will be temporarily stabilized.
*The approval of an erosion control plan is conditioned on the applicants compliance with Federal and State Water Quality
laws, regulations and rules.
*All slopes will be stabilized within 15 days of cease of any activity.
*A pre-construction-meeting is required prior to any activity on site. Please contact Beth E.Wetherill at(910)341-7139 to
set up this meeting.
`Note the enclosed NPDES information from the State.

Page Two Grading Permit#71-01
----------------------------------------------------------------------------------------------------------------------------------------------------------
This Permit will expire one year from date of issue Acknowledgment of receipt of Permit
if no construction activity begin on site.This permit
may not be amended or transferred to another party t.v'1C
without approval of this office. Owner
,-%- to ✓h-rz-- OD
By(please print)
Beth Easley Wetherill,C.P.E.S.C.
Soil Erosion Specialist/New Hanover County � S
A. eycatmovt , Vire Pis.
Signature

OYEIP�.
APPLICATION FOR PERMIT FOR A File# 171 -o 1
* * LAND DISTURBING ACTIVITY Fee pd. i�00
Under the conditions set forth by Date
��NORThGp� The New Hanover County
Soil Erosion and Sedimentation Control Ordinance
Engineering Department T
Applicant or Applicant's Agent: C PT �a i�e-r i n o Qy �rA V e q� �1_VIC ,
Address: �j��J'� C i C�.�fl "X^,rAC on U `� X TelephoneNumber:
�. Total Acres ofLand Disturbance: -!)Z t 'Purpose ofDevelopment: ( q "I C m►�1do
K Location andDescription ofLandDisturbance: C� �� I
STATEMMNT OF]FINANCIAL RESPONSIBILITY
Land owner(s) of record: _ Person or fnm(s)financially responsible for the land disturbing activity.
If not a North Carolina resident,you MST have a N.C.agent.(List Below)
Name: LLb-,c Name: ` k -Kt I L LC.
Address: 2 Address: 2
C'_hadnik. , NC z 7C -3 S 2.0
Telephone Number: Telephone#Wj:j72-� 3 4 Fax#72j:a 2-370`1
Location of deed(s)or instrument(s):County: Book: Page:
The above information is true and correct to the best of my knowledge and belief and was provided by me while under
oath.(This form must be signed by the financially responsibleperson ifan individual and by an officer,director,partner,
attorney-in-fact, or other person of authority to execute instruments for the financially responsible person if not an
individual.) I agree to provide corrected V
ormation should there be any change in the information provided herein.
Date: q Title Rrf A en+ 4-
Signature
OalloaPbcoftheContyofI j t State"ofNorth
Carolina,hereby certify that appeared personally befor a this day and beinE
duly sworn acknowledged that the above form was executed by him.
Witness hand and notarial seal,this day of Ay1 tJ`"q ,2004
Notary 111 1.4My commission expires /D12�2�xn
SEAL
Permission to Enter on Land
I certify that I am authorized to grant and do in fact grant permission to the Erosion Control Inspector and his agents b
en the land in questi in connection related to this permit application.
' to/0
Ap - n Signature and Date

Post-it®Fax Note 7671 New Hanover County Post-it®Fax Note 7671
To Engineering Department ro
Wit. — 414 Chestnut Street
Wilmington, North Carolin'
[phone] -�'
Beth_-.._-IF-#1 _343 _ Fe"" -72,3Zo
Soil Erosion Specialist SEDIMENTATION INSPECTION REPORT
f
Project Grading Permit#: /71
Project: t�,'�,L1 .b �v 0 Project Location:
Person(s)Financially Responsible
i
Address: 2-11 � ��+o�.�1„'7e N Z $Zp
1. Pictures: Yes I9 # Weather&Soil Conditions:
2. Is site currently under Notice of Violation: Yes i�o
3. Is the site in compliance with NHC Soil Erosion &Sedimentation Control Ordinance? es No Circle violations below:
4. Violations: (Circle letter)
(A) No approved plan. (B) Failure to follow approved plan. (C) Failure to submit revised plan.
(D) Failure to provide adequate ground cover. (E) Insufficient measures to retain sediment on site.
(F) Failure to take all reasonable measures. (G) Inadequate buffer zone. (H) Graded slopes S&fills too steep.
(I) Unprotected exposed slopes. (J) Failure to maintain erosion control measures. (K) NPDES Problems
(L)Other(describe)
5. Has off-site sedimentation occurred since last inspection?Yes o Degree: Slight Moderate Severe
6. Contact made with G Title:
Inspection report giv ent
7. Inspection Report sent to person(s) responsible: i,:L-,41 c4h' Date sent �t D 3
8. Corrective Actions Needed:
v
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Report By: .(J_A _o_LJ P Date:_� Z• tJ Others present: - �cprrf�
Time to Comply: 1/n 11

*HOVER Ca
New Hanover County'
Engineering Department
9'� ••�::r �o`� 230 Market Place Drive-Suite 160
FORT� Wilmington,North Carolina' 28403
Beth Easley Wetherill,CPESC Phone: [phone]/Fax: [phone]
Soil Erosion Specialist
Email: [e-mail]
S EDIT N EIVT A T SON INSP"EO T YON REPORT
Project Grading Permit#; _p
Project:�i,r i a' 2 Y,- re.
Person(s)Financlal ly Responsible '�1,, t/;6L
4 @ Project Location: +�`��l%�ry y G�/� �
A �4� LLC.
Address: Z[�( � �,� �v �•ev4!'oQ� �d��i���
I. Pictures: Yes # Weather& Soil Conditions: V or
c-t-ro 74a
2.. Is site currently under Notice of Violation: Yes
3. Is the site in compliance with NHC Soil Erosion&Sedimentation Control Ordinance? Yes ®Circle violations below:
4. Violations: (Circle letter)
(A) No approved plan. (B)Failure to follow approved plan. (C)Failure to submit revised plan.
(D)Failure to provide adequate ground cover. f' (E) Insufficient measures to retain sediment on site.
(F)Failure to take all reasonable measures. (G) Inadequate buffer zone. (H)Graded slopes&Ells too steep.
(I)Unprotected exposed slopes(OFailure to maintain erosion control measures.(K)NPDES Problems
(L)Other(describe)
5. Has off-site sedimentation occurred since last inspection?Yes GO Degree:Slight Moderate Severe
6. Contact made with
Inspection reportgiven/sent Ate"V 4 /'! Title:
cJ rw k- 7 4SF 13[f3 Jl i-► �c� Y`!d 70 IV
7. Inspection Report sent to nergon( r aponsible. ' ^
S.Corrective Actions Needed: — "' r r ' �� Date sent
W1.o e a v e- c6 r.r arc f dr.
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.eport 13y: 04-&� � � Date:
"?_ 3 Others present:
/3ed�4
ime to Comply:

��ove�co
Post-it°Fax Note 7671 Post-it®Fax Note 7671
TG , W lianover County To
Coro ineering Department
Chestnut Street l� ''BTKC Phone#Fax# p'7-7 4-510-"1 �[ 6 Im Phone#ington, North Carolin 'N4-13^141
,
Beth Easley Wetherill,
-77 0) �341-7139 Fe" 1 _ 'S 7
Soil Erosion Specialist SEDIMEN A ION INSPECTION REPORT
Project Grading Permit#: l-]/ —
Project:
Project Location:�yl,�
Person(s)Financially Responsible = =
LLC-
Address:
"
1. Pictures. Yes # Weather&Soil Conditions:_ -
�'tvy�,4.ti�r
2. Is site currently under Notice of Violation: Yes -
3. Is-the site in compliance with NHC Soil Erosion &Sedimentation Control Ordinance?4. Violations: (Circle letter) nance. Yes No Circle violations below:
(A) No approved plan. _ (B) Failure to follo a roved plan. (C) Failure l/
(D) Failure to provide adequate ground cover. V(E),Insufficient measues to retainosediment on s submit ate Ian.
(F) Failure to take all reasonable measures. (G) dequate buffer zone. (H) Graded slopes &fills too steep.
(I) Unprotected exposed slopes. (J) Failure to maintain erosion control measures. (K) NPDES Problems
(L)Other(describe)
S. Has off-site sedimentation occurred since last ins ection? a No Degree: Slight Moderate er bi
6. Contact made with"I
Title:
Inspection report.giv sent rl "1 Z"'�7b 7. Inspection Report sent top sons) responsible:���.�.�' �' o -
8. Corrective Actions Need Date sent
ed: f /p.3
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Report By: - ,(p fp` Date: fit,
PDX Rw I 6�-
Time to Comply:

OVE9 c
i Post-it°Fax Note 7671 ew Hanover County Post-it®Fax Note 7671
* To
f— tgineering Department To WKt Ual(wtii;,1
coJoeptJ, 3 -PoA)+ ,4 Chestnut Street Co./Dept.5iaft S�Vt;Lf
OR11% Phone#l, Wilmington, North Carolin Phone#
? �I.-t °
Fes# _ 130 10) 341-7139 Fax#
Beth Easley Wetherill,
Soil Erosion specialist - 6LUIP. INSPECTION REPORT
Project Grading Permit #:_ r]1
Project: � _,� / � j�.Q - Location
Project
0 1
Person(s)Financially Responsible -C—
Address. $
1. Pictures: Yes # Weather&Soil Conditions:_p. S4r (rl yr,Vl W
Z. Is site currently under Notice of Violation: Yes N8 r
3. Is the site in compliance with NHC Soil Erosion &-Sedimentation Control Ordinance?Yes Circle violations below:
4. Violations: (Circle letter)
(A) No approved plan. (B) Failure to follow approved plan. (C) Failure to submit revised plan.
Failure to provide adequate ground cover. (E) Insufficient measures to retain sediment on site.
Failure to take all reasonable measures. (G) Inadequate buffer zone. (H) Graded slopes rx fills too steep.
Unprotected exposed slopes.%Failure to maintain erosion control measures. (K) NPDES Problems
(L)Other(describe)
5. Has off-site sedimen tion occurred since last inspection?Yes No Degree: Slight Moderate Severe
6. Contact made with JQA, A I f - C gjg 1, p4 k i p, /jM' - S 1 G& Title:
Inspection report give sent
7. Inspection Report sent top son(s) responsible: gate sent
8. Corrective Actions Needed: 4l 0
`1 we eviYl COOL fiuwt cG I DOKS ofa`d
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Report By:-Ke A'Vk1 rg,-e f Y- Date: V I V J A Otherspresent:_&nl GyI�L'�Pir irl
avfrn VIK�11iLGv i l l
Time to Comply:`f�/t fif yk 4V'Bf FFKA A( LEI A5 -tv 06 el;ku u*a OVA eXIIWh-

CORRECTIVE ACTIONS NEEDED (ADDITIONAL
COMMENTS):
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OVER
�< New Hanover County
Engineering Department
414 Chestnut Street
Wilmington, North Carolina 28401
[phone]
Beth Easley Wetherill, CPESC
Soil Erosion Specialist SEDIMENTATION INSPECTION REPORT
Project Grading Permit#: � [�
Project: '
�-Q-�'�-- Project Location:
Person(s)Financially Responsible fu LL.0
Address: 2 4 $
1. Pictures: Yes Na # Weather&Soil Conditions: RWW 4- 70
2. Is site currently under Notice of Violation: Yes
3. Is the site in compliance with NHC Soil Erosion &,Sedimentation Control Ordinance?Yes ®o Circle violations below:
4. Violations: (Circle letter)
(A) No approved plan. (B) Failure to follow approved plan. (C) Failure to submit revised plan.
(D) Failure to provide adequate ground cover. (E) Insufficient measures to retain sediment on site.
(F) Failure to take all reasonable measures. (G) Inadequate buffer zone. (H) Graded slopes &fills too steep.
(1) Unprotected exposed slopes.V
ailure to maintain erosion control measures. (K) NPDES Problems
(L)Other(describe)
5. Has off-site sedimentation occurred since last ins ection?Yes Degree: Slight Moderate Severe
6. Contact made wi D4V 14 0 Title:
inspection report giverd(ser�it ,1 '10 -�']�-3�bt{- /j��� ,,� ,j,L Z� 133 -®
7. Inspection Report sent top son(s) responsible: .J§ �, Date sent__z�c�
8. Corrective Actions Needed:
I Ks hat �ilifewg, Af 4JAt mv-tG
I1 &O r5 W&V6 MAJu, -fv 4j- Si e Get. I tv K
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.. 51`W fW Ger I Vl -�D vlf �,t —��
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6V IW�Gy-AA l*yaryl.e..k A
Report By: ' VA -A- 1 &M1 f p i- Date: Otherspresent:
pvi`(A
Time to Comply:
z

` Post-It•Fax Note 7671
OVERceGy�� To ,(„ Post-It®Fax Note 7671
* CoMept. v,, New HanoverL
Ef_8
—
�� Phone# Engineering D
"��`y :I.Y•I ,l 230 Market P1
C YIYI Yi
°�'koRtw° Fax# a Wilmington,N
Beth Easley Wetherill,CPESC — Phone: (910) 7 �
Soil Erosion Specialist E.nail: WWGthe
SEDIMENTATION INSPECTION:REPORT
Proj ectGr��a__ding Permit#: l' [
Project: �1,, .�
Project Location:_A11 f Nvvl ff
Person(s)Financially Responsible
Address:
1. Pictures 'e No # Weather&Sail Conditions:
2. Is site currently under Notice of Violation: Yes .
3. Is the site in compliance with NHC Soil Erosion&Sedimentation Control Ordinance?Yes�l Circle violations below:
4. Violations: (Circle letter)
(A) No approved plan. (B)Failure to follow approved plan. iC)Failure to submit revised plan.
(D)Failure to provide adequate ground cover. (E)Insufficient measures to retain sediment on site.
(F)Failure to take all;'reasonable measures
. (G)Inadequate buffer zone. (H)Graded slopes&fills too steep.
(I)Unprotected exposed slopes. allure to maintain'erosion control measures.'(K)NPDES Problems
(L)Other(deseribe)
5: Has off-site sedimenta •on occurred since last inspection? a No-Degree:Slight Moderate Severe
6.'Contact made with
Inspection report given/sent Title:
` oGr'r�l I. 7 e•5b7� GtriuGL".4 t" : ���•!3N 3
7:Inspection Report sent to persoYt(s)responsible:'
Corrective Actions Needed. Date sent 2/l o
5tiPV IW t S hA' O f . - it.L 5i if P�ttiGU .ner h p
`�/lil'fiF`R/VI t:,(i
A,M �
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LoL
Report By:_rle Ak4'ilY•e5 Date:. OtEiers present: Int
!!' �( l IIVfa`f1i1GY'i•��
•' ..Timeto Comply:

0YE$CpGy
New Hanover County
Engineering Department
9'� • ^;;�oJ 230 Market Place)Drive-Suite 160
Wilmington,North-Carolina 28403
Beth Easley Erosion Specialist Wetherill,.CPESC Phone: [phone]/Fax: [phone]
Soil.. Email: bwetherill@nhcgov:com
SEDIMENTATION INSPECTION.-REPORT
Project Grading Permit p
Project: / A •. WVl3'f�
Project Location: M4 AW f
Person(s)FinanclEu y Responsible V141
Address: V
1. Pictures: Yes # . Weather&Sail Conditions:_
2. Is site currently under Notice of Violation: Yes i
3. Is the site in compliance with NHC Soil Erosion& Sedi�tation Control Ordinance?Y 4. Violations: (Circle letter) e Noircle violations below:
(A) No approved plan. (13)Failure to follow approved plan, jC)Failure to submit revised plan.
(D)Failure to provide adequate grognd cover. =Insufficient measures to retain sediment on site.
(F)Failure to expos
11.reasonable measures.
Unprotected exp (G)Inadequate buffer zone. Graded slopes&fills too steep.
osed slopesFailure to maintain•'erosion control measures, (K)NPDES Problems
Other(describe)
5: Has off-site sedunentation occurred since Iast inspection? Yes No. Degree:Slight Moderate Severe
6.'.Contact made with_�'�r ` y ,��--
-s c1Z' � Title: �,�.._
. Inspection report given/sent " ./�['(� : 7q�•�d7�] .• f Y FAX-• 7��
7:Inspection Report sent to persons)responsible:*
8.Corrective Actions Needed.-' . Date sent
Ste•' �,t--� � .�'�'G, Q f.J11,�i>�.c�� /'/�wj� o o��j ,; � �
Ko
AA
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Report By
37, IML1 P __Date. Others present: , a4j.4.4 U rn
.Timeto Comply

CORRECTIVE ACTIONS NEEDED (ADDITIONAL'COMMENTS
• w
IIIj
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i
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••y

�O�WAT, Rq Michael F. Easley, Governor
O William G. Ross Jr., Secretary
1 North Carolina Department of Environment and Natural Resources
r
Alan W. Klimek, P.E.,Director
Division of Water Quality
=' Coleen H. Sullins, Deputy Director
Division of Water Quality
October 28, 2003
Ms. Kristina Theodorson
Mactec Engineering & Consulting
5710 Oleander Drive, Suite 110
Wilmington, NC 28403
Subject: Sampling Locations
The Village at Mayfaire
Stormwater Project No. SW8 011119
New Hanover County
Dear Ms. Theodorson:
The Division received your request for assistance in determining the monitoring and
sampling locations for the subject project. 1 am by no means an expert on sampie
collection and protocol. I have forwarded your questions to staff in Raleigh. When I hear
from them I will pass along their suggestions and comments.
Please do not hesitate to call me at [phone] if you have any questions.
Sincerely,
Linda Lewis
Environmental Engineer
RSS1arl: S:IWQSISTORMWATILETTERS1011119.oct03
cc: Beth Wetherill, New Hanover County Engineering
Linda Lewis
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington,NC 28405 [phone] Fax [phone] �ICILIf;ryI

MACTEC
September 17, 2003
Mr. Rick Shiver
Water Quality Regional Supervisor
North Carolina Division of Water Quality
Groundwater Section
127 Cardinal Drive Extension
Wilmington,North Carolina 28405
Ms. Beth E. Wetherill
New Hanover County Engineering Department
2030 Market Place Drive
Suite 160
Wilmington,North Carolina 28403
Subject: Letter of Introduction and
Request for Assistance in Determining Sampling Locations
The Village at Mayfaire
High Density Stormwater Project
Permit No. SW8 011119
W'?M"""+".". W:21."iuuvv2i County,North C aroiina
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MACTEC Project 6550-03-0070
Dear Mr. Shiver and Ms.Wetherill:
MACTEC Engineering and Consulting, Inc. (MACTEC) respectfully submits this letter of
introduction and request for assistance to determine sample locations for The Village at Mayfaire
site, located on Military Cutoff Road in Wilmington,North Carolina.
State Street Construction Company (State Street) has selected MACTEC to assist them in
complying with the necessary monitoring requirements for their Permit for a Land Disturbing
Activity, their State Stormwater Management Permit, and their National Pollutant Discharge
Elimination System (NPDES) General Permit for The Village at Mayfaire site. MACTEC
intends to work closely with the North Carolina Department of Environment and Natural
Resources Division of Water Quality (DWQ) and the New Hanover County Engineering
Department (NHC) in this effort, so that all necessary permit requirements are satisfied to your
approval.
During the current phase of construction, MACTEC is assisting State Street by conducting
weekly(more frequent when storm events of greater than 0.5 inches of rain occur)inspections of
the erosion and sedimentation control facilities at the site. MACTEC is completing the attached
checklist following the inspection, and working with State Street to correct any problems that are
found.
Based on review of the State Stormwater Management Permit No. SW8 011119, Section III.
Monitoring Requirements, 1. "Instream analytical monitoring shall be conducted quarterly,
concurrent with documentation of a system inspection. In addition, instream monitoring shall be
MACTEC Engineering and Consulting,Inc.
5710 OLEANDER DRIVE,SUITE 110•WILMINGTON,NC 28403
910-452-1185•Fax:[phone]

The Village at Mayfaire—Monitoring Services for Stormwater Permit Compliance September 17,2003
MACTEC Project No.6550-03-0070 Page 2
required during four representative storm events in each year of the permit. Monitoring sites shall
be selected both upstream and downstream of the project site on Howe Creek. Monitoring sites
shall be selected by agreement between the permittee and the DWQ." MACTEC request your
assistance in dctermining monitoring locations on Howe Creek. MACTEC proposes to select two
monitoring locations upstream, and two monitoring locations downstream of The Village at
Mayfaire site. MACTEC also requests your assistance in determining when the monitoring of
these sites should begin; based on language in the permit, MACTEC assumes that the monitoring
should begin on-ce the stormwater management system is constructed in it's entirety, vegetated
and operational, however, it may be useful in the future to collect background samples from the
instream monitoring locations,prior to the completion of the stormwater management system.
Based on review of Section Ill. Monitoring Requirements, 2. "Each BMP shall be monitored.
The sample locations will be determined by agreement of the permittee and the Division." As of
the date of this letter, State Street has not completed construction of any of the BMPs; however,
MACTEC would also like clarification and assistance in determining the sampling locations for
the BMPs.
MACTEC appreciates your assistance in determining the instream and BMP sampling locations
for The Village at Mayfaire site, and looks forward to working with you on this project. Please
contact either Dan Shields or Kristina Theodorson at [phone] to further discuss these
matters.
Sincerely,
MACTEC ENGINEERING AND CONSULTING,INC.
M &
Kristina A. Theodorson Daniel C. Shields,P.E.
Project Scientist Principal Engineer
KAT/DCS
Cc: Mr. Jim Grdich, State Street Construction Company
File
Attachment
Groups:Projects:Clients:State Street:DWQ Letter of intro.doc

VILLAGE AT MAYFAIRE
STATE STREET LLC
WEEKLY EROSION AND SEDIMENTATION STRUCTURE INSPECTION
MACTEC PROJECT NUMBER 6550 03 0070 T 03
Date: Field Conditions:
Time: Inspector:
E&S Structure No. 1 -Slit Fence E&S Structure No.2-WD Pond 1
Present: Yes(Y) No(N) Present: Yes(Y) No(N)
Intact Yes(Y) No(N) Intact Yes(Y) No(N)
Stormwater Runoff Discharge Stormwater Runoff Discharge
Clarity Y N Clarity Y N
Floating Solids Y N Floating Solids Y N
Suspended Solids Y N Suspended Solids Y N
Oil Sheen Y N Oil Sheen Y N
Other obvious indicators of stormwater Other obvious indicators of stormwater
pollution? Y N pollution? Y N
(Explain) (Explain)
E&S Structure No.3-WD Pond 2 E&S Structure No.4-WD Pond 3W
Present: Yes(Y) No(N) Present: Yes(Y) No(N)
Intact Yes(Y) No(N) Intact Yes(Y) No(N)
Stormwater Runoff Discharge Stormwater Runoff Discharge
Clarity Y N Clarity Y N
Floating Solids Y N Floating Solids Y N
Suspended Solids Y N Suspended Solids Y N
Oil Sheen Y N Oil Sheen Y N
Other obvious indicators of stormwater Other obvious indicators of stormwater
pollution? Y N pollution? Y N
(Explain) (Explain)
E&S Structure No.5-WD Pond 3E E&S Structure No.6-WD Pond 4
Present: Yes(Y) No(N) Present: Yes(Y) No(N)
Intact Yes(Y) No(N) Intact Yes(Y) No(N)
Stormwater Runoff Discharge Stormwater Runoff Discharge
Clarity Y N Clarity Y N
Floating Solids Y N Floating Solids Y N
Suspended Solids Y N Suspended Solids Y N
Oil Sheen Y N Oil Sheen Y N
Other obvious indicators of stormwater Other obvious indicators of stormwater
pollution? Y N pollution? Y N
(Explain) (Explain)
E&S Structure No.7-Infiltration Area Are completed areas stabilized? Y N
Present: Yes(Y) No(N) Actions or corrective measures taken?
Intact Yes(Y) No(N)
Stormwater Runoff Discharge
Clarity Y N
Floating Solids Y N
Suspended Solids Y N
Oil Sheen Y N
Other obvious indicators of stormwater
pollution? Y N
(Explain)