WQ0018708_Permit Renewal_20060216

RECEIVED
FEB 2 0 2006
DENR - FAYETTEVILLE REGIONAL OFFICE
Permit Number WQ0018708
Central Files: APS SWP
02/16/06
ermit Tracking Slip
Program Category
Non -discharge
Permit Type
Surface Irrigation
Primary Reviewer
david.goodrich
Permitted Flow
40000
Facility
Status
In review
Version
A
Permit Contact
Brian
PO Box "1849'
Garner
,Project Type
jiRenewal
itPermit Classification
Individual
Affiliation
Cox, PE
NC 275291849
Facility Name
Lake Creek Corp-Baytree Lakes
Location Address
Owner
Major/Minor l Region -
Minor ! Fayetteville
i1County
Bladen
Facility Contact Affiliation
Owner Name
Lake Creek Corporation
Dates/Events
Orig Issue App Received Draft Initiated
08/22/01 02/10/06
Renulated Activities
Wastewater collection
Outfall .NULL
Scheduled
Issuance
Owner Type !I
Non -Government
Owner Affiliation
D • ,i Jones
33 V1/ Bay RidgejRd
Harrells NC. 28444
Public Notice
Issue
Effective
1
Reauested/Received Events
,
it
RO staff report received
RO staff report requested
Expiration
Waterbody Name Stream Index Number
Current Class
Subbasin
r-

Date:
AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FO
F .,1-_7f.,,, 2006
To: ji Landon Davidson, ARO-APS
N. Art Barnhardt, FRO-APS
❑. Andrew Pitner, MRO=APS
❑ Jay Zimmerman, RRO-APS
RECEIVED
FEB202006
OENR-FAYEI TEVILLE REGIONAL OFFICE
❑ DavidMay, WaRO-APS
❑ Charlie Stehman, WiRO-APS
' q•herri Knight, WSRO-APS
From: David Goodrich , Land Application Permitting and Compliance Utiit
Telephone: •[phone] Fax: [phone]
E-Mail: [e-mail]
A. Permit Number: WQ001` 1 Q $
B. Owner: '_L a fce_ :.G"'eetc • 60 -pO lLfD"
C. Facility/Operation: ' : ty:_
❑ Proposed Z Existing.
D. Application:
1. Permit Type:
e Irrigation System
® Facility ® Operation
❑ Animal ® Surface Irrigation (-:o Reuse, ❑ H-R Infiltration
❑ Recycle ❑ I/E Lagoon ' ❑ GW Remediation (ND)
❑ UIC - (5QW) closed loop water only geothermal
For Residuals: ❑ Land App. •❑ D&M ! ❑ Surface Disposal
❑. 503 ❑, 503 Exempt ❑ Animal
2. Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. ®; Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany'you on a site visit.
i!
Statutory Date: 5l0 2006
Attached, you will find all information submitted in support of the above -'referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
® Return a Completed Form APSSRR.
❑ Attach Well Construction Data Sheet.
❑, Attach Attachment B for Certification by the LAPCU.
❑ Issue an Attachment B Certification from the RO*.
* Remember that. you will be responsible for coordinating site visits, reviews, as .well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
•
When you receive this request form, please write your name and dates' in 'the spaces below, make a copy
of this sheet, and return it to the. appropriate Central Office -Aquifer Protection Section contact person
listed above.
RO-APS Reviewer: Date:
FORM: APSARR 09/04 Page 1 of 1

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-Alan W. Klimek, P.E., Director
- Division of Water Quality
February 16, 2006
Stephen Jones
Lake Creek Corporation
33 W. Bay Ridge Road -
Clinton, NC 28444
Subject:. Acknowledgement of Application No. WQ0018708
Lake Creek Corp - Baytree Lakes
Surface Irrigation System
Bladen -
Dear Mr. Jones:
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your
permit application and supporting materials on February 10, 2006. This application package has been
assigned the number listed above and will be reviewed by David Goodrich'.
The reviewer will perform a .detailed review and contact you with a request for additional information if ^ _
necessary. To ensure the maximum efficiency in processing permit application's, the Division requests
your assistance ih providing a. timely and complete response to any additional; information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to
,final action by the Division: Please also note .at this time, processing permit applications can take as long
as 60 - 90 days after receipt of a complete application. To check on the status of your application, you
can visit http://h2o.enr.state.nc.us/bims/Re9orts/reportsPermits.html.
If you have any questions, please contact David Goodrich at 919-715-6162, or via e-mail at.
[e-mail]. If the reviewer is unavailable, you may leave a message, and they will
respond promptly. Also note that the Division has reorganized. To review our new organizational chart,
go to htt9://h2o.enr.state.nc.us/documents/dwq orgchart.pdf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT:
Sincerely,
for KimUH.olson, P.E.
Supervisor
cc: i`Fay-etteville RegionarOffice; Water uali Section
Brian Cox, PE, Engineering Services, Inc.
Permit Application File WQ0018708
NorthCarolina
Naturally
Aquifer Protection Section , 1636 Mail Service Center - Raleigh, NC 27699-1636 Phone [phone]
Internet: httn://h2o.enr.state.nc.us 2728 Capital Boulevard • Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%Post Consumer Paper
Customer Service • `
1-877-623-6748

Lake Creek Corporations
dba Bay Tree Utilities Company
33 West Bay Ridge Road
Harrells, North Carolina 28444
(91.0) 588-4432
Fax [phone]
February 7, 2006
NC Department of Environmental and Natural Resources
Division of Water Quality
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Sirs:
AQUFERP PROTECT/ DENRION CDWATION
FEB 1 0 2006
Enclosed you will find the application for renewal without modification for permit
number WQ0018708 for the Wastewater Treatment Plant and Spray. Irrigation -System
for Lake Creek Corporation located in Bladen County. Also enclosed are four copies of
the application and four copies of this letter as required in the Instructions for Form SIA
09-02. Please call me or Brooks Barwick at the above number if there are any
questions or if more information is needed to properly process this renewal.
erely:
D. Stephen Jong President
Lake Creek Corporation
dba Bay Tree Utilities

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
SURFACE IRRIGATION SYSTEMS
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
<THIS ONLINE APPLICATION CAN BE FILLED OUT USING
THE TAB KEY TO MOVE THROUGH THE FIELDS>
Application Number:
(to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name -(Owner of the facility, See Instruction A): Lake Creek Corporation
1
2. Complete mailing address of applicant: 33 W. Bay Ridge. Road
City: Clinton State: NC Zip: 28444 j L ,`.— . i LW1Q
Telephone number: [phone] Facsimile number: [phone]
AQUIFER PRQTECTION SECTIOid
Email Address: [e-mail] FEB 1 0 2006
j
3. Facility name (name of the subdivision, shopping center, etc.): Bay Tree Lakes
4. Complete address of the physical location of the facility if different from mailing address of applicant:
Same
City: State: Zip:
5. County where project is located: Bladen
6. Name and complete address of engineering or consulting firm (if applicabl): Engineering Services, Inc.
518 Village Court
City: Garner State: NC Zip: 27529
I.
Telephone number: (919 ) 662-7272 Facsimile number: ( )
Email Address:
7. Name and affiliation of contact person who can answer questions about;project: Brian Cox
Email Address:
II. PERMIT INFORMATION:
1. Project is: 0 New; 0 Modification; ® Renewal without modification
Note: Renewals without modifications should fill out sections I & II only, and sign the applicant's signature on the last
page of the application.
2. Fee submitted: $ NONE (See Instruction C.)
3. If this application is being submitted for renewal or modification to an existingpermit, provide:
existing permit number WQ0018708and the issuance date 08-22-2001
4. Financial resources 'for this project include: 0 public funds, El private funds
5. Project disturbs more than one acre?: 0 Yes; Z No.
If Yes, provide date when an erosion and sedimentation control plan was submitted to the Division of Land
Resources or local delegated program for approval:
FORM: SIA 09-02 Page 5

6. Project includes any stream or wetland impacts?: ❑ Yes; ® No.
If Yes, provide date when Nationwide 12 or 404 permit, and corresponding 401 certification, was approved
or submitted for approval: Submitted: Approved:
7. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 213 .0200
(e.g., Neuse River basin buffer rules, etc.): NA
8. If project is in a Coastal Area as defined per 15A NCAC 2H .0400, list the measures that are being taken to
ensure compliance with this rule: NA
III. INFORMATION ON WASTEWATER:
1. Please provide a brief description specifying the origin of the wastewater (school, subdivision, hospital,
municipality, shopping center, industry,apartments, condominiums, etc'.):
2. Volume of wastewater flow for this project: gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)):
4. Nature of wastewater: ❑ 100% Domestic Waste (residential, commercial, etc)
❑ 100% Industrial; ❑ 100% Animal Waste
❑ Municipal waste (town, city, etc)
If municipal, is there a Pretreatment Program;n effect? ❑ Yes; ❑ No.
IV. GENERAL PROJECT INFORMATION:
1. Brief project description:
2. System is: ❑ spray irrigation; ❑ drip irrigation*.
3. Does the project conform to all buffers as required in 15A NCAC 2H .0219(j)(5)? ❑ Yes; ❑ No.
' I
*Please note that buffers for drip irrigation are those identified as "other' surface disposal systems".
If No, please explain how the proposed buffers will provide equal or better protection of the Waters of the
State with no increased potential for health concerns or nuisance conditions,i or provide a buffer waiver in
i
accordance with current Division policy, available on the NDPU web site:
4. The treatment facilities and wetted areas must be secured to prevent unauthorized entry. Details or
notations of restricted access measures should be shown on submitted plans. Briefly describe the measures
being taken (15A NCAC 2H .0219(j)(7)):
5. a. 100-year flood elevation: feet mean sea level. Source:
(Complete even if project is not within the 100 year flood area)
b. Are any treatment units or wetted areas located within the 100-year flood plain?: ❑ Yes; ❑ No.
c. If Yes, briefly describe which units/areas and the measures being taken to protect against flooding.
6. Method to provide system reliability (see instruction P):
7. a. Type of disinfection:
b. If chlorine, specify detention time provided: minutes. Please indicate in what part of the
wastewater system chlorine contact time occurs (i.e. chlorine contact'chamber):
c. If UV, provide manufacturer's details within application package and specify the number of
lamps
8. Measures taken to provide thirty (30) days of residuals holding (15A NCAC 2H .0219(j)(9)):
FORM: SIA 09-02 Page 6

V. DESIGN INFORMATION (For septic tanks & sand filters)
1. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Treatment Units
(list each separately)
How
Many
Provided
Dimensions
L x W x H
(ft)
Volume
(Gallons)
Surface
Loading
Ratei
(GPD/ft2
Page Number
Plans & Specifications
Plans
in the
Specs
Septic Tanks
conform to
c.1952-.19 T4 18A
1952-.1954
VMust
/
j
Primary Sand Filters
!
7
A
Secondary Sand Filters
li
r
,
A
*NOTE:. If a treatment system other than sand filters 's to be used for secondary treatment, please submit a
separate page with specific details of sizing and treatment ability and provide manufacturer's documentation
for support.
2. Have effluent filters been provided for septic tank? ❑ Yes ❑ No.
DESIGN INFORMATION (For Earthen Impoundments)
1. Provide the number of earthen impoundments in the system:
2. Are any impoundments designed to receive adjacent surface runoff? ❑;Yes ❑ No
If Yes, please specify which impoundment: and the drainage area: ft2.
3. Are impoundment(s) designed to include a discharge point (pipe, emergency spillway, etc)? ❑ Yes ❑ No
4. Provide the design measures proposed for impoundment liner protection from wind drive wave action:
5. Provide date when notification of intent to construct a dam was submitted to; the Division of Land
Resources (15A NCAC 2K .0200):
Notification Submitted on:
❑ Permit Issued on: ❑ Permit Unnecessary per the Division of Land Resources
FORM: SIA 09-02 Page 7

6. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Design Element (Primary Impoundment)
i
i
Page Number
Plans
Specifications
Plans,ecs
in the
&
.
n❑ r❑ Storage
Purpose of ImpEc7cTE?t
r
Liner ❑ Synthlay
-
A
Inside Berm Surface Dimensions of Impoundment (LxWxH) '
feet
Bottom Dimensions of Impoundment (LxWxH)
Meet
'
Embankment side slope
:
Mean Seasonal High Water Table Depth
(depth below grade)**
Meet
I.
Finish grade elevation of impoundment
'feet
Depth from bottom of impoundment to top of embankment
feet
Total Volume of Impoundment
1
ft3
Design Freeboard (2 feet minimum)
feet
Depth of minimum liquid level (top of treatment zone or
permanent liquid level))
'feet
Depth of sludge storage area provided
feet
Effective treatment or storage volume provided***
I ft3
Effective treatment or storage time provided
days
Design Influent BOD loading
; Lbs BOD/acre/day
I at average operating level
*NOTE: Please refer to 15A NCAC 2H .0219(f) for liner requirements.
11
**NOTE: The liner shall be protected from impacts of the seasonal high water table as necessary.
***NOTE: The Division requires that treatment volume not be considered part of storage volume. The storage
volume should be calculated between the top of the treatment zone/sludge zone,' or permanent liquid level (as
indicated by outlet pipe) and maximum allowable liquid levelin the impoundment.
DESIGN INFORMATION (For Mechanical Treatment Systems)
1. Type of mechanical treatment system (activated sludge, fixed film, suspended growth, etc):
FORM: SIA 09-02 Page 8

2. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Treatment Units
(list each separately)
How
Many
Provided
Dimensions
L x W x H (ft)
Volume
(Gallons)
Page Number
Plans
Specifications
Plans
in the
&
Specs
Flow Equalization Basins
Pumps
Blowers
Capacity (GPM):
Type: Capacity (CFM) each:
Grit Removal Chamber
1
Bar Screens
Spacing
❑ Manually cleaned ❑Mechanically cleaned
1
Flow Splitter Boxes
Overflows to equalization basin provided?; ❑ Yes ❑ No
Influent Flow Measuring Device
Location:
Type:
Aeration Basins
Pumps
Blowers
Detention Time at design flow (hrs):
Sludge Retention Time (days):
Capacity (GPM):
Type: Capacity (CFM)each:
Clarifiers
Waste Sludge Pumps
Return Sludge Pumps
Capacity (GPM):
Capacity (GPM): il
Surface Loading Rate (GPD/ft2):
Weir Length (ft): a
Weir Loading Rate (GPD/ft):
Sludge Holding
Basins/Thickening
Pumps
Blowers
A
Holding Time (days):
% solids of Final Sludge
Capacity (GPM): j
Type: Capacity (CF1VI)each:
Tertiary Filters
Media Specifications
Loading Rate (GPM/ft2):
r/ / /zA
Clearwell
Pumps
Capacity (GPM):
Mudwell
Pumps
Capacity (GPM):
Chlorine Contact Basin
Pumps
�!
Capacity (GPM):
Effluent Flow Measuring Device
Location: ,,
Type:
Auxiliary Power Source
❑ Permanent ❑ Portable
Capable of powering all essential units? ❑ Yes ❑ No
FORM: SIA 09-02
Page 9

VI. DESIGN INFORMATION FOR IRRIGATION SYSTEM
1. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Design Element
Page Number
Plans
Specifications
Plans
in the
&
Specs
Dimensions of Irrigation Pump Tank (LxWxH)
feet
Total Available Volume of Irrigation Pump Tank
gallons
Dosing Volume of Irrigation Pump Tank
gallons
Capacity of pumps
at
'GPM
TDH
�z����������
High Water Alarms
Audible Alarm
Visual Alarm
r
Equipment to prevent irrigation during rain events if
irrigation controls are automatic
A
2. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (pump hoist, odor control equipment, etc.):
3. Minimum depth to mean seasonal high water table within irrigation fields per Soil Scientist's Evaluation:
feet below ground surface.
4. Loading rates recommended by the Soil Scientist Evaluation:
Soil Area
Fields/Zones
within Soil Area
Loading Rate
Inches/Hour
Loading Rate
Inches/Year
Loading
Recommended
If Seasonal, list
appropriate months
❑ i Annual
❑ ` Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ ' Seasonal
❑ Annual
❑ ;Seasonal
❑ 'Annual
❑ 'Seasonal
5. Design loading rates are equal or less than the loading rates recommended by; Soil Scientist? ❑ Yes ❑ No
.I
If No, explain:
6. Size of wetted irrigation area: square feet; or acres.
DRIP IRRIGATION SYSTEMS:
•
7. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
•
Page Number in the Plans
:1 Plans
& Specifications
Specs
Number of Emitters
Design Wetted Area of Emitters •
ft2
Distance Between Drip Lines
feet
Distance Between Drip Emitters
feet
Flow per emitter
GPM
at:
psi
Elevation of Highest Emitter
feet
FORM: SIA 09-02
Page 10

SPRAY IRRIGATION SYSTEMS:
8. Numberr of operational zones within irrigation system:
9. Provide the location of each design element in the specifications and/or, engineering plans. It may be
necessary to provide additional tables for separate irrigation zones and/or separate nozzle types within
zones if there are significant differences. Please see Instruction N and Instruction 0 to ensure all
information is provided as required.
Design Element
Page Number in the Plans
1,1 Plans
& Specifications
Specs
Zone
l;
Number of Nozzles
Total Design Wetted Area of Nozzles
ft2
Flow per Nozzle
GPM
at:
psiii
Elevation of Highest Nozzle
feet
11
FORM: SIA 09-02 Page 11

Professional Engineer's Certification:
I, , attest that this application for has been reviewed by me and is accurate, complete and consistent
with the information supplied in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with this application package and its instructions as well as all applicable regulations and statutes.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have judged it to be
consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application package
shall be guilty of a Class-2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up
to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
RECEIVED / DER/ DWQ
AQUIFER PROTECTION SECTION
FEB 1 0 2006
Applicant's Certification (signing authority must be in compliance with 15A NCAC 2H .0206(b), see Instruction A):
I, D. Stephen Jones, Owner (signing authority name and title) attest that this application for Lake Creek Corporation
(facility name) has been reviewed by me and is accurate and complete to thebest of my knowledge. I understand
that any discharge of wastewater from this non -discharge system to surface; waters or the land will result in an
immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will
make no claim against the Division of Water Quality should a condition_of this' permit be violated. I also understand
that if all required parts of this application package are not completed and that if all required supporting information
and . attachments are not included, this application package will be returned to me as incomplete. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor which
may inc : - , of f d $1: 100 as we, s civil penalties up to $25,000 per violation.
Signature: , Date: C�
FORM: SIA 09-02 Page 12