SW8061018_HISTORICAL FILE_20070316

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 C)\o 101$
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 b1 ob I\j
YYYYMMDD

WArf; O
Michael F Easley, Go%emor
March 16, 2007
Mr Robert Steele, President
Hatco, Inc
145 Aldersgate Drive
Jacksonville, NC 28546
Subject Stormwater Permit No SW8 061018
Cornerstone Village
High Density Project
Onslow County
Dear Mr Steele
Wdham G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Cornerstone Village on January 11, 2007 Staff review of the plans and
specifications has determined that the Protect, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit No SW8 061018
dated March 16, 2007, for the construction of the subject protect
This permit shall be effective from the date of issuance until March 16, 2017, and shall be
subject to the conditions and limitations as specified therein Please pay special attention to
the Operation and Maintenance requirements in this permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adtudicatory hearing upon written request within sixty (60) 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 Linda Lewis, or me at [phone]
Sincer
, ,0
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl S \WQS\STORMWATER\PERMIT\061018 mar07
cc Sandra Fountain, Authorized Signature Agent, Hatco , Inc
David Newsom, P E , Crystal Coast Engineering
Onslow County Building Inspections
Linda Lewis
Wilmington Regional Office % N°ni Carolina
Central Files leatura/!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet wwwnc,alcrauahtvorg Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 061018
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
Robert Steele & Hatco, Inc
Cornerstone Village
Liberty Drive @W Francis Street, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds 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 March 16, 2017, and shall
be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 The stormwater systems have been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
controls Pond 1 and Po9d 2 have been designed to handle the runoff from
53,808 ft2 and 42,909 ft of impervious area, respectively
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development for Pond 1 and Pond 2 is limited to 500 ft & 500 ft ,respectively
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage areas of this
project must be directed into the appropriate permitted stormwater control
system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 061018
6 The following design criteria have been provided in the wet detention ponds and
must be maintained at design condition
Pond 1
Pond 2
a
Drainage Area, 9cres
i 79---
1 39
Onsite, ft
78,045
60,668
Offsite, ft2
0
0
b
Total Impervious Surfaces, ftZ
53,808
42,909
c
Design Storm, inches
1
1
d
Pond Depth, feet
50
50
e
TSS removal efficiency
90%
90%
f
Permanent Pool Elevation, FMSl
270
270
Permanent Pool Surface Areq, ft
3,861
3,325
h
Permitted Storage Volume, ft
4,391
3,520
1
Temporary Storage Elevation, FMSL
2802
2795
t
Controlling Orifice
1"0 pipe
1"0 pipe
k
Permitted Forebay Volume, ft3
1,469
1,206
1
Max Fountain Horsepower
1/8
1/8
m
Receiving Stream/River Basin
UT Northeast Creek
/ WOK02
n
Stream Index Number
19-16-(0 5)
o
Classification of Water Body
"SC NSW"
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
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 DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 The facilities shall be constructed as shown on the approved plans This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data
6 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 061018
Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent
pool surface
b Separated units where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond, away
from the shoreline
d The maximum horsepower for a fountain in this pond is listed in Section
16 (1) of this permit
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
9 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10 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 Protect name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the protect
area The protect area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 Prior to the construction of any future areas shown on the approved plans, the
permittee shall submit final site layout and grading plans for approval to the
Division
12 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
13 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 061018
III GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event of a change of ownership, or a name
change, the permittee must submit a formal permit transfer request to the
Division of Water Quality, accompanied by a completed name/ownership change
form, 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 The permittee is responsible for compliance
with all of the permit conditions until such time as the Division approves the
transfer 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) having jurisdiction
4 In the event that the facilities fad to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The 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 maybe 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 in writing of any name, ownership or
mailing address changes within 30 days
Permit issued this the 16th day of March 2007
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
aAlf
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

, w
OFFICE USE ONLY
Date Received
Fee Paid
I Permit Number
l — 4- 2cx)-� I
s 42v �t l7/5(0
I 5Gv B o co/ol ?
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form mar be photocopied for use as an original
I GENERAL INFORMATION
I Applicants name (specify the name of the corporation, individual, etc who owns the project)
Hatco, Inc
2 Print Owner/Signing Official's name and title (person legally responsible for facility /an/-d
Sandra Fountain- President i�1.r{'4ori ZeCI Sloh 2 /Ls'Q Aa2e it -k r- loom
3 Mailing Address for person listed in item 2 above
145 Aldersgate Drive
City Jacksonville
Telephone Number ( 910 ) 455-2977
State NC
Zip 28546
4 Projeu Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
Cornerstone Village
5 Location of Project (street address)
Libertv Dnve (a), West Francis Street
City Jacksonville
County OnslOW
6 Directions to project (from nearest major intersection)
From intersection of US 17 & NC 24 in Jacksonville, east on NC 24 approximately 3 4 males to Pine Valley Road, left on Pme Valley Road
approximately 0 1 to Liberty (have, nght on Liberty (hive approximately 0 13 miles to West Francis Street, site on left
7 Latitude 34 44' 34" N
Longitude
77 22' 03" W
8 Contact person who can answer questions about the project
Name David K Newsom Telephone Number
II PERMIT INFORMATION
1 Specify whether project is (check one) X New
Form SWU-101 Version 3 99 Page 1 of 4
of project
910 )325-0006
Renewal Modification
- F,

2 If this application is being submitted as the result of a renewal or modification to an existing permit list the
existing permit number and its issue date (if known)
3 Specify the type of project (check one)
_Low Density _ X_High Density _Redevelop __General Permit _Other
4 Additional Project Requirements (check applicable blanks)
_LAMA Major XSedimentation /Erosion Control 404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Stormwater will be collected and treated m two Wet Detention Basins on site
2 Stormwater runoff from this project drains to the
White Oak (New River)
River basin
3 Total Project Area 359 acres
4 Project Built Upon Area
728 %
5 How many drainage areas does the project have9
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below
Bas01Infomiatignjp= `t`',"�'
g re"a2�,5-ns,."
Drama dA_ ,
1
Receiving Stream Name
UT of Northeast Creek
UT of Northeast Creek
Receiving Stream Class
SC,NSW
SC,NSW
Drainage Area
78,045 sf
60,668 sf
Existing Impervious* Area
-0-
-0-
Proposed Impervious*Area
53,808 sf
42,909 sf
% Impervious* Area (total)
68 9%
70 7%
^Im ervious ySu`r`face"A[ea'?
u.P _
rainageAreael +z"
'Diamage-Area2a_ �ry
,-.w.,.,,
On -site Buildings~
22,104 sf
16,727 sf
On -site Streets
-0-
-0-
On-site Parking
22,983 sf
20,180 sf
On -site Sidewalks
7,574 sf
5,502 sf
Other on -site dumpster
647 sf
-0-
Of -sue (Onsne reserve for future)
500 sf
500 sf
Total 53,808 sf (1 24 ac)
Total 42,909 sf (0 99 ac)
* Impervious area is defined as the built upon area inchiding but not limited to, buildings, roads parking areas,
sidewalks gavel areas etc
Form SWU-101 Version 3 99 Page 2 of 4

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

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package Includes all of the items listed below The complete application package should be
submitted to the appropriate DWQ Regional Office
I Please indicate that you have provided the following required information by initialing in the space provided
next to each item
` Initials
• Original and one copy of the Stormwater Management Permit Application Form
One copy of the applicable Supplement Form(s) for each BMP
Permit application processing fee of $420 (payable to NCDENR)
Detailed narrative description of stormwater treatment/management
Two copies of plans and specifications, including U
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section
Designated agent (individual or firm) Crystal Coast Engineering, PA
Mailing Address 3817-3 Freedom Way
City Hubert
Phone [ 910 ) 325-0006
VIII APPLICANT'S CERTIFICATION
State NC
Zip 28539
Fax ( 910 ) 325-0060
1, (print or type name of person listed in General Information, item 2) Sandra Fountain _T
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, aj�d that the proposed project complies with the requirements of 15A
NCAC 2 1 -1 1000 � [, p
Signature
Form SVU-101 Version 3 99 Page 4 of 4
Date

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING — LAND PLANNING — MAPPING
P O 13OX 1685
JACKSONVILLE NC28541
Orr10E (910) 346-98001-AX [phone]
r-MAIL bLt1Nb(e1)Jlpnc coin
Or briani o dnnL Lom
TO Ms Linda Lewis
N C Department of Environment and Natural
Resources
127 Cardinal Drive Extenstlon
Wilmington, NC 28405
RE
9 2007
Letter of Transmittal
8SW8061018
COPIES DATE NUMBER I DESCRIPTION
2 Copies of revised Stormwater plan
1 Drainage Area Supplement
1 Authorization Letter from President Hatco Inc
1 Letter from Enemeer
SIGNED e%(/A�,,Cc.'G!�

Crvstal Coast Enaineerina, PA
3817-3 Freedom Way
Hubert, N C 28539
Tel [phone] Fax [phone]
Email crystalooasteng@b¢ec a mm
January 8, 2007
Ms Linda Lewis
N C Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N C 28405
Re Stormwater Project No SW8 061018
Cornerstone Village
Onslow County
Dear Ms Lewis,
JAN 1 1 2007
DWQ
'ROJ #
We are in receipt of your Request for Additional Information dated December 28, 2006
for the referenced project We provide the following information to allow you to
continue the stormwater review (item numbers correspond to your onginal Request)
1 The sidewalk and parking area dimensions are included in the attached
stormwater drawing
2 The delineated drainage area for each of the two proposed ponds is included in
the attached drainage area supplement drawing
3 The vicinity map has been revised to include the nearest intersection of two
major roads in the attached stormwater drawing
4 The 8' bike trail located in the Greenway Easement is included as part of the
drainage area to the two ponds The bike trail BUA is also accounted for in the
pond design calculations
5 A signed letter from the president of Hatco, Inc, Robert Steele, has been
included that authorizes Sandra Fountain the night to sign the stormwater
application and wet pond maintenance agreement on behalf of the corporation
We are hopeful that this response addresses all concerns and that the permit can be
issued in the near future Should you have questions or additional concerns, please
feel free to contact me
Yours truly,
,� C'�
Brandon C Ashton
CRYSTAL COAST ENGINEERING

Jan 08 07 10 28a CrystalCoastEngineering 910-325-0060 p 2
Hatco, Inc.
145 Aldersgate Drive
Jacksonville, NC 28546
January 8, 2007
Ms Linda Lewis
N C Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N C 28405
Re Stormwater Project No SW8 061018
Cornerstone Village
Onslow County
Dear Ms Lewis,
Please accept this letter as authorization for Sandra Fountain to sign the sormwater
application and wet pond maintenance agreement for the referenced project on behalf
of the corporation
Yours truly,
Robert Steele, President
HATCO, INC
JAN 11 2007
Roa# SW�o
,CDIUf S

JOHN L PIERCE & ASSOCIATES, PA
LAND SURVEYING -LAND PLANNING - MAPPING
PO Box 1685
409 Johnson Blvd
Jacksonville, NC 28541
Office [phone] Fax No [phone]
E-Mail bettybJlp@b¢ecrrcom
or
bJarman@bizec rr corn
TO Linda Lewis
N.C. Department of Environment
and Natural Resourt­es
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHED
❑ COPY OF LETTER ❑ PRINTS
❑ CHANGE ORDER
Sw goC�lC�I�
L
EIVED 4 2007 1
DATE ]00 NO
ZZ, Goo
AT11W116N
Linda Lewis
Cornerstone Village
❑ UNDER SEPARATE COVER VIA
❑ PLANS ❑ SAMPLES
G
❑ SPECIFICAnONS
THE FOLLOWING ITEMS
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of revised plans
2
Sets of revised applications a ulations
----------------------
-'-ORIGINAL PLANS AND APPLICATIONS AND FEES WERE
SUBMITTED ON . PLEASE REPLACE TES ATTACHED
PROCESSING
i
THESE ARE TRANSMITTED as checked below
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due
❑ Prints returned after loan to us
ID
REMARKS
SIGNED

Stormwater Treatment &
Erosion Control Narrative
Cornerstone Village
Hatco, Inc proposes to construct a fifty (65) unit townhome complex on a 3 6 acre tract located on Liberty Drive at its
intersection with West Frances Street within the city limits of Jacksonville, N C The site is currently undeveloped
The project site is adjacent to an LT of Northeast Creek (SC,NSW) in the White Oak Basin The proposed development
activities are high density (percent impervious > 30 %), therefore, stormwater treatment facilities are required The
attached Stonnwater Plan includes two wet detention basins Pond 1 is situated on the western boundary of the tract, while
Pond 2 is located at the opposite easterly comer
The proposed ponds are sized for 90% TSS removal Neither pond incorporates pretreatment, other than the forebay
The ponds do not include a vegetated filter at the outlet
All stormwater emanating from impervious surfaces that is generated on -site shall be collected and directed to Pond 1 or
Pond 2 by a system of sheet drainage, grassed swales and stone drainage pipes
The treatment system will require periodic maintenance Maintenance frequency shall be dictated by pond depths Pond
depths shall be checked by the owner on a quarterly basis
Existing site topography is relatively flat (0 — 5%) and stormwater currently infiltrates or sheet flows to an existing ditch
along the northerly boundary of the tract Soils are loamy sand/sandy loam
The entire area designated within "Clearing Limits" will be disturbed during initial construction The developer intends to
construct buildings upon conclusion of infrastructure (parking, drainage, water R sewer)
RECEIVED
JAN 0 4 2007
DWQ
IROJ a

RM EcC1EIVIE".D
JAN 0 4 2007
'ROJ # S(U (woIA
1 PROJECT DESCRIPTION
Design Calculations
Stormwater Treatment Facilities
for
Cornerstone Village - Pond 1
located in
Jacksonville, North Carolina
12-Dec-06
The Project consists of a proposed businesses on a 3 59 acre tract and associated srtework
2 COMPUTE POND AREA REQUIRED
a Compute Percent Impervious
Impervious Areas
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
FUTURE(reserved)
Total
Total Area Drainage to Pond
Percent Impervious =
b Compute Pond Surface Area
0 53,308
Total
22,104 SF
0 SF
22,983 SF
7,574 SF
647
0
53,308 SF
N „s " „ 500
0 0 0SF
0 53,808 53,808 SF
0 689 or 68 9 %
78,045 SF
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming :rw 6400t pond depth
SA/DA = y' , 4:9 E72 % (interpolated)
Therefore
Surface Area = SA/DA x Drainage Area
3,861 SF say ; _ Os864 SF

IF
c Compute Minimum Pond Dimensions o
A
Assume rectangular shape with 3 1 Length (L) to Width (W) Ratio
Length = 107 62 feet
Width = 35 87 feet
Site conditions, however, dictate
Hydr Length = ; a; 11 Meet
so, Hydr Width 35 2 feet(avg)
Actual L/W = 3 1 (irregular shape)
3 DETERMINE VOLUME TO BE CONTROLLED FROM 1" STORM
Using Schuler "Simple Method"
Rv = 0 05 + 0 009(I) where I = percent impervious
Rv = 0 671 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume= 4,361CF say ;,,,4391CF
4 DETERMINE REQUIRED STORAGE DEPTH
Assume 3 1 side slopes
solving for depth (d) by trial & error
d = 1 02
5 DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day penod
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period
D=(Q/0026(h))5
Where Q = (Control Volume / 3 5 days x 86,400 sec/day)
= 0 015 cfs
h=d/2
=051

Solving for D
D = 088 Use 3.OS " pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation)
Q= 0 019 cfs
Draw Down Period = 2 74 days OK, < 5 0
6 SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q10 flow <1 0 feet
Using Rational Formula (Q=CIA) where
[YH�yv'v i`i S
Camper
Cpery = D 2<
Ccum = 061
110 = F:i m/hr
A = 1 79 ac
Q10 = 7 88 cfs
Assuming 1/2 circumference is used as weir and using
Francis Formula (Q=3 33LH' 5) to solve for L such that H = 1 0
L=
Min
Use
7 DETERMINE Q10 STAGE
Q10=
2 37 Feet
24 inch diameter outlet structure
36 inch diameter outlet structure
7 88 cfs
Using Francis Formula (Q=3 33LH' 5) solve for H
H10 = 0 63 feet
8 DETERMINE 0100 STAGE (ELEV OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where
Ccum = 061
1100 = .SQ~ in/hr
A = 1 79 ac
Q100= 935
Using Francis Formula (Q=3 33LH' 5) solve for H

H100 = 0 71 feet
9 DETERMINE 0100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV )
Assume primary spillway blocked (i a, emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthem weir designed to pass 100 year storm
Using broad crested weir equation H = (Q/Cw x L)m
where Q = 0100 9 35 cfs
Cw=30
Length N;rfeet
H = 0 29 feet
10 FOREBAY SIZING
Compute Actual Pond Volumes (using average end method)
Avg Incr Incr
Main Bay Volume, Elevation AreaS Area (SF Depth (FT l Vol (CFl
Pond Bottom 22,OU ` 198
Bottom Veg Shelf 26_33 1,088 642 333 2,138
Normal Pond 2706, 3,224 2,156 167 3,601
Main Bay Volume =
Forebay Volume .
Pond Bottom
Normal Pond
Forebay Volume =
Total Pond Volume =
Forebay Volume equates to
Temp. Storage Volume,
Normal Pond
Temp Pond Level
Temp Pool Volume =
10 Yr Storage Volume .
Temp Pond Level
Temp Pond Level
5,738 CF
Cum
Vol (CF1
2,138
5,738
Elevation Area (SF Area (SIF Depth (FT) Vol (CF) Vol (CF)
2200 5
2700 637 321 500 1,605 1,605
1,605 CF
7,343 CF
21 9 % of Total Volume
Elevation Area (SF) Area (SF) Depth (FT) Vol (CF) Vol (CF)
2700 3,861
28_02 4,748 4,305 102 4,391 4,391
4,391 CF
Elevation Area (SF Area (SIF Depth (FT) Vol (CF) Vol (CF)
2802 4,748
28,65 5,31.5 5,032 063 3,180 3,180

Temp Pool Volume =
100 Yr Storage Volume .
Temp Pond Level
Temp Pond Level
Temp Pool Volume =
11 SUMMARY
Pond Elevations
Top Berm (minimum)
100-Yr Flood
10-Yr Flood
1-inch Storage
3,180 CF
Elevation Area (SF) Area (SF) Depth (FT) Vol (CF 1 Vol (CF)
2802 4,748
28.73 5,3$7 5,068 071 3,587 3,587
3,587 CF
H= 0 29
WIPIi$iifl
H10= 063
storage depth = 102
Permanent Pool
pond depth = 5
Pond Bottom
12 WET DETENTION BASIN SUPPLEMENT
Basin Bottom Elevation
2200
Perm Pool Elevation
2700
Temp Pool Elevation
2802
Perm Pool Surface Area
3,861 SF
Drainage Area
1 79 AC
Impervious Area
1 24 AC
Perm Pool Volume
7,343 CF
Temp Pool Volume
4,391 CF
Forebay Volume
1,605 CF
SA/DA
49472
Diameter of Orifice
1 00
Design Rainfall
V
Relative Actual
702 2902
673 28 73 (emerg weir elev)
665 2865
602 28 02 (primary weir elev)
500 27 00 (invert out elev)
0 x`,y«,

I PROJECT DESCRIPTION
Design Calculations ;yv�(�Stormwater Treatment Facilitiesfor -Cornerstone Village - Pond 2 =located in Jacksonville, North Carolina
6-Dec-06
� t O06
The Project consists of a proposed businesses on a 3 59 acre tract and associated sdework
2 COMPUTE POND AREA REQUIRED
a Compute Percent Impervious
Impervious Areas
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
FUTURE(reserved)
Total
Total Area Drainage to Pond
Percent Impervious =
b Compute Pond Surface Area
Existing Proposed
Total
'11%W'
16,727 SF
0 SF
;180'
20,180 SF
5,502 SF
0
a
0 42,409
42,409 SF
x u
4
0 500
500 SF
0 42,909
42,909 SF
0 707 or 707 %
60,668 SF
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming <foot pond depth
,atx
SA/DA -k,4449�% (interpolated)
Therefore
Surface Area = SA/DA x Drainage Area
= 3,064 SF say 3,32 SF

c Compute Minimum Pond Dimensions
Assume rectangular shape with 3 1 Length (L) to Width (W) Ratio
Length = 99 87 feet
Width = 33 29 feet
Site conditions, however, dictate
Hydr Length = " -' 7 W,feet
so, Hydr Width 34 0 feet (avg)
Actual L/W = 2 9 (irregular shape)
3 DETERMINE VOLUME TO BE CONTROLLED FROM 1" STORM
Using Schuler "Simple Method"
Rv = 0 05 + 0 009(I) where I = percent impervious
Rv = 0 687 mhn
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 3,471 CF say ;',;, $ b2II CF
4 DETERMINE REQUIRED STORAGE DEPTH
Assume 3 1 side slopes
solving for depth (d) by trial & error
8
5 DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day period
Using onfice equation, solve for Diameter (D) that results in 3-1/2 day period
D=(Q/0026(h)s)s
Where Q = (Control Volume / 3 5 days x 86,400 sec/day)
0 012 cfs
h=d/2
= 0 48

Solving for D
D = 081 Use
Actual Drawdown with actual drawdown pipe diameter (using onfice equation)
Q= 0 018 cfs
Draw Down Penod = 2 27 days OK, < 5 0
6 SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of 010 flow <1 0 feet
Using Rational Formula (Q=CIA) where
�� Y/ jog ,MaVx
Cimper
Cpery
Ccum = 062
110 = s' '.4'#,s m/hr
A = 1 39 ac
Q10 = 6 23 cfs
Assuming 112 circumference is used as weir and using
Francis Formula (0=3 331-1-1' S) to solve for L such that H = 1 0
L = 1 87 Feet
Min
Use
7 DETERMINE Q110 STAGE
Q10 =
24 inch diameter outlet structure
36 inch diameter outlet structure
6 23 cfs
Using Francis Formula (Q=3 33LH' 5) solve for H
H 10 = 0 54 feet
8 DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where
Ccum = 062
1100 = ;; Y ; „ii m/hr
A= 939ac
Q100 = 739
Using Francis Formula (Q=3 331-1-1' 5) solve for H

H100 = 0 61 feet
9 DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV )
Assume primary spillway blocked (i e , emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthem weir designed to pass 100 year storm
Using broad crested weir equation H = (Q/Cw x L)21'
where Q = Q100 7 39 cfs
Cw=30
Length==, IQifeet
H = 0 25 feet
10 FOREBAY SIZING
Compute Actual Pond Volumes (using average end method)
Avg Incr Incr Cum
Main Bay Volume, Elevation Area (SF l Area (SF l Depth (FT) Vol (CF) Vol (CFl
Pond Bottom 22 W �7
Bottom Veg Shelf 26.33 798 413 333 1,374 1,374
Normal Pond 27x ZT44 1,771 1 67 2,958 4,331
Main Bay Volume = 4,331 CF
Forebay Volume. Elevation Area (SF l Area (SF) Depth (FT l VolVol (CF)
Pond Bottom 2300 , 22
Normal Pond 2700 581 302 400 1,206 1,206
Forebay Volume = 1,206 CF
Total Pond Volume = 5,537 CF
Forebay Volume equates to 21 8 % of Total Volume
Temp_ Storage Volume. Elevation Area (SF) Area (SF l Depth (FT) Vol (CF) Vol (CF)
NormalPond 2700 3,325
Temp Pond Level 27.95 - 4,085 3,705 095 3,520 3,520
Temp Pool Volume = 3,520 CF
10 Yr Storage Volume . Elevation Area (SF) Area (SF l Depth (FT l VolC Vol (CF)
Temp Pond Level 2795 4,085
Temp Pond Level 2849 4,539 4,312 054 2,330 2,330

Temp Pool Volume =
100 Yr Storage Volume .
Temp Pond Level
Temp Pond Level
Temp Pool Volume =
11 SUMMARY
Pond Elevations
2,330 CF
Elevation Area (SF) Area (SF-1 Depth (FT Vim) Vol (CF1
2796 4,085
2856 4,599 4,342 061 2,629 2,629
2,629 CF
Top Berm (minimum)
H= 0 25
100-Yr Flood
H100 = 061
10-Yr Flood
H10= 054
1-inch Storage
storage depth = 0 95
Permanent Pool
pond depth = 5
Pond Bottom
12 WET DETENTION BASIN SUPPLEMENT
Basin Bottom Elevation
2200
Perm Pool Elevation
2700
Temp Pool Elevation
2795
Perm Pool Surface Area
3,325 SF
Drainage Area
1 39 AC
Impervious Area
0 99 AC
Perm Pool Volume
5,537 CF
Temp Pool Volume
3,520 CF
Forebay Volume
1,206 CF
SA/DA
50509
Diameter of Orifice
100
Design Rainfall
V.
Relative
680
Actual
2880
656
28 56 (emerg weir elev)
649
2849
595
2795 (primary weir elev)
500
2700 (invert out elev)

F WArF9
1 �
� Y
December 28, 2006
Sandra Fountain, President
Hatco, Inc
145 Aldersgate Drive
Jacksonville, NC 28546
Subject Request for Additional
Stormwater Project No
Cornerstone Village
Onslow County
Dear Ms Fountain
Information
SW8 061018
Michael Easley, Go,emor
William G Ross Jr, Secretary
North Carolina Department of En, ironment and Natural Resources
Alan W Klimek P E Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Cornerstone Village on October 12, 2006 A preliminary review of that information has
determined that the application is not complete The following information is needed to
continue the stormwater review
✓ 1 Please provide dimensions for the parking and sidewalks
2 Please provide a drainage area map, delineating the separate drainage areas for
each of the two proposed ponds
3 Please add the nearest intersection of two major roads to the vicinity map
✓ 4 Please indicate whether or not the 8' bike trail located in the Greenway
Easement has been accounted for as part of the drainage area to these ponds
Since the bike trail appears to be located on private property and not within the
City's right-of-way, it should be accounted for
Based on the latest annual report filed with the Secretary of State for the fiscal
year ending 12-31-2005, the current president is Robert Steele, II Per Section
1003 (e) (1), of the stomwater rules, the application must be signed by a person
who is at least the level of vice president in the corporation Your signature can
be accepted only if accompanied by a signed letter from the president or vice
president, authorizing you to sign the stormwater application and wet pond
maintenance agreement on behalf of the corporation If you have since been
designated or elected as president of the corporation, please provide appropriate
documentation to support
Please note that this request for additional information is in response to a preliminary review
The requested information should be received in this Office prior to January 28, 2007, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information The
Division is allowed 90 days from the receipt of a completed application to issue the permit N"o�`i,Carolina
�vaturn!/il
North Carolina On ision of Water Quality 127 Cardinal Drne Extension Wilmington NC 28405 Phone [phone] Customer Sm ice
Wilmington Regional Office Internet oww navaterauahivorg rax [phone] 1-877623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Ms Fountain
December 28, 2006
Stormwater Application No SW8 061018
i
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and
is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl S\WQS\STORMWATER\ADDINFO\2006\061018 dec06
cc David Newsom, P E , Crystal Coast Engineering
Linda Lewis
Page 2 of 2

SW8 061018 REVISED
Z.
Subject. SW8 061018 REVISED
From: Linda Lewis <hnda lewis@ncmail net>
Date: Thu, 28 Dec 2006 12 27 31 -0500
To: Dave Newsom <crystalcoasteng@bjzec rr com>
Dave
Attached please find my REVISED review comments for the subject project
Linda
061018 dec06 doe Content -Type: application/msword
Content -Encoding- base64
l of 1 12/28/2006 12 28 PM

SW8 061018 Cornerstone Village
Subject SW8 061018 Cornerstone Village
From: Linda Lewis <linda lewis@ncmail net>
Date. Thu, 28 Dec 2006 12 14 36 -0500
To: Dave Newsom <crystalcoasteng@bizec rr com>
Dave
Attached please find my review comments for the subject project
Linda
Content -Type application/msword
061018.dec06.doc
Content -Encoding: base64 !,
Rdttl
12/28/2006 12 14 \,

Page 1 of 1
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
Corporations
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date 12/28/2006
Click here to
View Document Filings I
TPrint apre-populated Annual Report Form I Annual Report Count I I
an Annual Report I
Corporation Names
Name Name Type
NC Hatco, Inc Legal
Business Corporation Information
SOSID
0702630
Status
Current -Active
Date Formed
12/12/2003
Citizenship
Domestic
State of Inc
NC
Duration
Perpetual
Registered Agent
Agent Name
Registered Office Address
Registered Mailing
Address
Principal Office Address
Principal Mailing Address
Fountain, Sandra
145 Aldersgate Drive
Jacksonville NC 28546
145 Aldersgate Drive
Jacksonville NC 28546
145 Aldersgate Drive
Jacksonville NC 28546
145 Aldersgate Drive
Jacksonville NC 28546
Stock
Class - Shares No Par Value Par Value
Common 100000 Yes N/A
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster
http //www secretary state nc us/Corporations/Corp aspx?Pitemld=6168542 12/28/2006

SOSID 0702630
Date Filed 12/12/20031 09 00 PM
Elaine F Marshall
North Carolina Secretary of State
C200334500142
ARTICLES OF INCORPORATION
OF
HATCO, INC
The undersigned, being of the age of eighteen (18) years or more, does hereby make
and acknowledge these Articles of Incorporation for the purpose of forming a business
corporation under and by virtue of the laws of the State of North Carolina
The name of the Corporation is HATCO, INC
The period of duration of the Corporation is perpetual
The purpose or purposes for which the Corporation is organized are
a) To engage in the construction upon and development of real property
b) To engage in any lawful act or activity for which corporations may be
organized
The Corporation shall have authority to issue One Hundred Thousand (100,000) shares
with a par value of One Dollar ($1 00) per share
The minimum amount of consideration to be received by the Corporation for its shares
before it shall commence business is Five Hundred Dollars ($500 00)
The address of the initial registered office and principal place of business of the
Corporation in the State of North Carolina is 135 Brenda Drive, Jacksonville, NC 28546,
Onslow County, North Carolina and the name of its initial registered agent at such address is
Robert W Steele, II
ARTICLE VII
The number of Directors constituting the initial Board of Directors shall be one and the
names and address of the person who is to serve as Director until the First meeting of
shareholders, or until their successors are elected and qualified are

Robert W Steele, II
135 Brenda Drive
Jacksonville, NC 28546
ARTICLE V III
The name and address of the incorporator is KEITH E FOUNTAIN, 114 Old Bridge
Street, Jacksonville, Onslow County, North Carolina
IN WITNESS WHEREOF, I have hereunto set my hand and seal tins the �y day
of December, 2003
(SEAL)
REITH E F NTAIN
Incorporato
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
I, the undersigned, a Notary Public of said County and State, duly commissioned to
take acknowledgment and administer oaths in the State of North Carolina, do hereby certify
that on this day, personally appeared before me KEITH E FOUNTAIN, who being by me
first duly sworn, declares that he is the incorporator r6ferred to in Article VIII of the foregoing
Articles of Incorporation, and that he signed these Articles as such and that the statements
contained therein are true
Witness my hand
and
oseal this �� day of December, 2003
Notary Publ • •aOTA/��';
My Commission Expires
E lR-CLMNrSXR S 11..V 01 wpd

SOSID 0702630
Date Filed 5/2/2006 10 52 00 AM
Elaine F Marshall
North Carolina Secretary of State
CDJJJJ-479 (39) Business Corporation 2006 058 01700
Z8 8 OS North Carolina Annual Report
T is reporrmay be hied online at the Secretary of Slate websde rrww hams cam 3-597-14375842
Flame of Business Corporation HATCO , INC
Fiscal Year Ending 12-31-05 State of Incorporation NORTH CAROLINA
Month / 0, / Y.
Secretary of Stale 0 Number 0702630 Federal Employer ID Number 562423005
Nature of Business
CONSTRUCTION
Registered Agent
SANDRA FOUNTAIN
Registered Office Mailing address
SAME AS ABOVE
City Stale
Registered Office Street Address
145 ALDERSGATE DRIVE
Cry State
JACK,NVIL S NC�285i}6
Signature of New Registered agentC/` nG".— �-��`��•��
ivanaw,aw iitiiNu isnamt to tha a Pdntmmn
Principal Office Telephone Number
910.455.2977
Principal Office Mailing Address
145 ALDERSGATE DRIVE
City State
JACKSONVILLE, NC 28546
Principal Office Street Address
145 ALDERSGATE DRIVE
City State
JACKSONVILLE, NC 28546
lame Tiffet and Busmen Address of Principal Officers
Name SANDRA FOUNTAIN Title SEC/TRES
Address 145 ALDERSGATE DRIVE
JACKSONVILLE, NC 28546
City State Zip
Name ROBERT W. STEELE, II Title PRESIDENT
Address 135 BRENDA DRIVE
JACKSONVILLE, NC 28546
City State Zip
Name KEITH E. FOUNTAIN Title VICE PRESIDENT
Address 145 ALDERSGATE DRIVE
JACKSONVILLE, NC 28546
City State Zm
Certification of annual report (Must be completed by all Business Corppnbonh)
( SpviverFwm mumcs ar mP«aiwn) C/` ! �o
saeDtt / r 143 05 Troe tx Prim nYM ntb
__—__ II�IIIII �I'I' II"II'll I'II'II II'llI III II II III'III I'II

SOSID 0702630
Date Filed 5/2/2006 10 54 00 AM
Elaine F Marshall
North Carolina Secretary of State
cov179(Business Corporation
North Carolina Annual Report
Use tin
Contact
2005 066 01105
Lrabn
NameofCorporallon HATCO, INC
Slate of Incorporation NORTH CAROLINA
Fiscal Year Ending 12-31-04
Monts / pry / Y.
Secretary of State Corp ID Number 0702630
Federal Employer ID Number 562423005
If this lithe Initial anneal report filing, you must complete the entire form If rout business eorpotallon's
information has not change# since the previous report, cheek the box and Complete Line T Only
t Registered agent a registered office street address (Must be a North Carolina Address)
Name SANDRA FOUNTAIN
streel Address 145 ALDERSGATE DRIVE
City State Zipcode JACKSONVILLE, NC 28546
county ONSLOW
2 Mailing address B different from street address
Maiing Address 145 ALDERSGATE DRIVE
City State Zip code JACKSONVILLE, NC 28546
�
3 If registered agent changed signature of new agent-
(uetrR,n mnW Ntw eo.o.nr b m� eppninrm.ne
e Enter principal office address and telephone number here
Street Address 145 ALDERSGATE DRIVE
City, State, Zlp Code JACKSONVILLE, NC 28546
Telephone
5 Briefly describe the nature of business
HOME CONSTRUCTION
6 Enter name ilea and business address of principal officers hen
Complete Form CD-479A to list addbional principal officers
Name SANDRA FOUNTAIN
TWO PRESIDENT
Address 145 ALDERSGATE DRIVE
JACKSONVILLE, NC 28546
City State
Zip
Name ROBERT W. STEELE, II
Title SEC/TRES
Address 135 BRENDA DRIVE
JACKSONVILLE, NC 28546
city state
Zip
Nome
Title
Address
City State
zip
T. Cerdflcatlon of annual report ((Must be completed by all corlaorabons).
!l nAXI\ra_ Y\ ,�
'Q - \�-0S
sien.tun (ro,m mnr n Np,eo ey en oMo� of mrpwetlory Din
�AhdrR G �ouv,}ft�!Y\)
Ne311 /12 D201 TvwwRlnt N,m, Tie.

CITY OF JACKSONVILLE r� ` �c
PUBLIC SERVICES DEPARTMENT
ENGINEERING .��
bP fJfUNE jAtlMGAS N£ 1
LETTER OF TRANSMITTAL
USDANRCS AGRICULTURE BUILDING
4028 Richlands Highway
iacksonville. N C 28405
Mr Kirby
WE ARE SENDING YOU
_ PRINTS
_ COPY OF LETTER
DESCRIPTION
Date October 12, 2006
Arm Mr Carl Kirbv
Ref Erosion & Sedimentation
Cornerstone Village
XX ATTACHED _ UNDER SEPARATE COVER
XX PLANS _ SPECIFICATIONS
_ OTHER
OCT 1624
THESE ARE TRANSMITTED AS CHECKED BELOW.
_ FOR APPROVAL _ AS REQUESTED
XX FOR REVIEW AND COMMENT XX FOR YOUR USE
_ DOCUMENTS ARE DUE TO BE RETURNED BY
_ PRINTS RETURNED AFTER LOAN TO US
_ OTHER
REMARKS
Tom Anderson, Construction Specialist
COPIES TO File
Post Office Box 128 +Jacksonville, North Carolina 28541 +[phone] +TDD# [phone] +Fax [phone]

Project No SW8 / /
County
Dear AZI
The Wilmington Regional Office of the Division of Water Quality received
your stormwater application and $420 00 fee on 10 -/.;2 -46
Your project will be reviewed within 75 days of receipt, and you will be
noted if additional information is needed Please be advised that the
construction of built -upon area may not commence until the stormwater
permit is issued
If you have any questions, please contact any member of the stormwater
review staff in the Wilmington Regional Office at [phone]
Date Sent /o -/9 - 0 �o Patricia Collins

• 1 'v . J
i'ri
.. ' 1 Gr r � . l. 1 c. I� � P5. •1 1 r 1� i 11 I
Oj
)kJ cv
Jr

JOHN L PIERCE & ASSOCIATES, P A
LAND SURVEYING -LAND PLANNING - MAPPING
PO Box 1685
409 Johnson Blvd
Jacksonville, NC 28541
Office [phone] Fax No [phone]
E-Mail bettybllp@btzec rr com
or
blarman@btzec rr com
TO Linda Lewis
N.C. Department of Environment
127 Cardinal Drive FxtPnsion
Wilmington, NC 28405 �.
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHED
❑ COPY OF LETTER ❑ PRINTS
s(Alg WO/F
letter of transmittal
DATE JOB NO
October 11, 2006
ATTENRON
Linda Lewis
Cornerstone Village
OCT 1 V y01
DERV RATE
❑ PLANS "� =
❑ CHANGE ORDER ❑
VIA
❑ SPECIFICATIONS
THE FOLLOWING ITEMS
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of plans
2
pplications with design rAlrI1lAt1nn5;
Stormwater narratives
2
1
Check in the amount of 420 00
i
1
THESE ARE TRANSMITTED as checked below
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due
p Prints returned after loan to us
REMARKS
SIGNED �� /