WQ0018708_Renewal_20081119

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D. Stephen Jones
Lake Creek Corporation
33 West Bay Ridge Road
Harrells, NC 28444
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
R � AiFD
November 19, 2008
Subject: Acknowledgement of Application No. WQ0018708
Lake Creek Corporation
Surface Irrigation System
Bladen.
Dear Mr. Jones:
NOV 2 0 2008
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j II pENR_FAYETIFVILLENEGIOL41 , iIFFlGF
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The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit
application and supporting materials on November 6, 2008. This application package has been assigned the number
listed above and will. be reviewed by Chonticha McDaniel. II
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The reviewer will perform a detailed review and contact you with a request for additi Inal information if necessary.
To ensure the maximum efficiency in processing permit applications, the Division requests your assistance in
providing a timely and complete response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide rec mmendations 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.
If you have any questions, please contact Chonticha McDaniel at 919-715-6188, '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
http://h2o.enr.state.nc.us/documents/dwq_orachart.pdf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT. i
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Sincerely,
I '
for Ted Bush, Jr.
Section Chief
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cc: Fa. euevn Zffionai�0fiice; uifer 1'roteet3on Sect one ,
Brian Cox (Engineering Services, PA - PO Box 1849, Garner, NC 27529)
Permit Application File WQ0018708 .
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Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-11636
Internet: www.ncwaterguality.oro Location: 2728 Capital Boulevard Raleigh, NC 27604 li
An Equal OpportunitylAffirmative Action Employer- 50% Recycledf10% Post Consumer Paper
No thCarolina
Ivatura!!y
Telephone: [phone] `
Fax1:. [phone]---
Fax 2: [phone]
Customer Service: (877)-623-6748

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Project Description
Lake Creek Corporation is requesting an authorization to construct a 10,000 gallon
expansion to their existing wastewater treatment plant,permit # WQ0018708. The
existing plant is rated for 20,000 gallons of 100% domestic flow from the Bay Tree Lakes
Subdivision. The WWTP and subdivision are located northeast of White Lake, NC,
along NC 41 in Bladen County.
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The existing wastewater treatment plant consist of 'a 20,000I!, gallon extended aeration
system treating the wastewater flow from the subdivisions pumped through' a 6" force
main. The plant effluent is, then disinfected and land applied to, an adjacent site permitted
for 40,000 gallons.
The 10,000 gallon expansion will add a new splitter box; aeration tank, clarifier and
sludge holding tank. i i

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CALCULATIONS
LAKE CREEK CORPORATION ' i
r
RECEivr-
NOV 2 0 2008
DENR-FAYE TEMLLE REG101% JFFICE
BAY TREE LAKES
WASTEWATER TREATMENT PLANT EXPANSION
ENGINEERING SERVICES PROJECT #08032
._ _ __ I A ----
OWNER
LAKE CREEK CORPORATION ; fs`s
•° s
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ENGINEERING SERVICES, P.A.
518 VILLAGE COURT .
P.O. BOX 1849
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GARNER, NC 27529
[phone] i
RECEIVED / DENR I DWQ
AQUIFFR•PRnTFCTInN SFCTION
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NOV 0 6 2008

Lake Creek Corporation
Bay Tree Lakes WWTP Modifications
Permit No. W00018708
ES Project No. 08032
PLANT DESIGN INFORMATION
Notes:
Plant Design Flow =
0.03
MGD
Plant Volume =
0.024
MGD
4400 gal x 4 existing basins + 6500 gal proposed
Plant Expansion Flow =
0.009
MGD
Influent BOD =
220
mg/L
Influent SS =
200
mg/L
Influent NH3 N =
20
mg/L.
Effluent BOD =
30
mg/L
Effluent SS =
30
mg/L
MLSS =
2700
mg/L
MLVSS =
1890
mg/L
70% of MLSS
# BOD =
.17
mg/L
# SS =
.15
mg/L
# NH3 N =
2
mg/L
AERATION BASIN
Notes:
Detention, Time =
19.2
hrs .
18-24 OK
Food/Mass =
0.03
0.05-0.15 OK for Extended Air
Est. Sludge, Production =
30.9.-
#/day
Sludge Retention Time =
17.5
days
12-20 days OK
Volume of Waste Sludge =
124
gal/day
. Volume of Exist. Sludge Tank =
1850
gal .
Volume of Proposed Tank =
5000
gal
Sludge Storage Time =
55
days
30 days required OK
-
- - - --- - -- -- ---- - — =ocr =
0_55
4)=
1..024
DO=
2
ppm
PSIG=
14.4
AOR=
81
lb oxygen/day
SOR=
202
lb Oxygen/day
Air Required=
9
scfm
10-15 cfm/1.000 cf
Mixing Requirements =
.10
scfm
Use 10 scfm for the Aeration Basin

CLARIFIER CALCULATIONS
Clarifier Width
Clarifier Length Surface Area
Water Depth
Basin Volume
Basin Volume
(ft)
(ft) (sf)
(ft)
(cf)
(gal)
Clarifier #1
7.33
7.83 57
10.0
574
4,293
Clarifier #2
7.33
7.83 57
10.0
574
4,293
Clarifier #3
6
10 60
10.0
600
4,488
Influent Flow Rate Split Base on Surface Area
CLARIFIER #1 FLOW RATE =
10,500 GPD
CLARIFIER #2 FLOW RATE =
10,560 GPD
CLARIFIER #3 FLOW RATE =
9,000 GPD
Clarifier Detention Time
Clarifier Width
Clarifier Length Surface Area
Water Depth
Basin Volume
Basin Volume
Flow Rate Detention Time
(ft)
(ft) (sf)
(ft)
(cf)
(gal)
(GPD) (hours)
Clarifier #1
7.33
7.83 57
10.0
574
4,293
10,500 9.8
Clarifier #2
7.33
7.83 57
10.0
574
4,293-
10,500 9.8
Clarifier #3
6
10 60
10.0
600
4,488
9,000 12.0
Clarifier Weir Overflow Rate
Clarifier Width
Clarifier Length Weir Diameter
. Length of Weir
Flow Rate
Weir Overflow
(ft)
(ft) (ft)
(ft)
(GPD)
Rate (GPD/ft)
Clarifier #1
7.33
7.83 0.0
7.33
10,500
1432
Clarifier #2
7.33
7.83 0.0
7.33
10,500
1432
Clarifier #3
6
10 0.0
6.00
9,000
1500
Clarifier Surface Loading Rate
Clarifier Surface Loading Rate
Clarifier Width
Clarifier Length Surface Area
Flow Rate
Surface Loading
Surface Loading
(ft)
(ft) (sf)
(GPD)
Rate (GPD/sf)
w/Return Rate
Clarifier #1
7.33
7.83 57
10,500
183
247
-- - --- -- - --------Clarifier #2
- 7.33 -
- ----7..83 --= - - 57-
10,500
=
247
Clarifier #3
6
10 60
9,000
-183 -
150
203
-- -- -- - - - -- - - -
Clarifier Solid_ s Loading
MLSS (mg/L) -
2700
Return Rate =
35%
Clarifier Width
Clarifier Length Surface. Area
Flow Rate
Solids Applied
Solids Loading
(ft)
(ft) (sf)
(GPD)
(#/day)
(#/day/sf)
Clarifier #1
- 7.33
7.83 57
10,500
319
5.6
Clarifier #2
7.33
7.83 57
10,500
319
5.6
Clarifier #3
6
10 60
9,000
274
4.6

HYDRAULICS CALCULATION
Flow Meter Elevation
Loss 8" pipe 100 LF
Clarifier Weir Elevation
Loss over v-notch weir
Loss 6" pipe 20 LF
Aeration Basin Elevation
Loss 6" pipe 20 LF
Splitter Box Weir Elevation
Rise over rectangular weir
Bar Screen Elevation
Loss 8" pipe
Permit Flow= 0.03 MGD
91.10
0.50
91.60 Elevation at Clarifier Effluent pipe at 97.0 OK
98.00
0.167
0.010
98.18
98.18
0.015
08.19 Set Splitter Box Effluent pipe at 98.25
99.25
0.167
99.42 Set top of wall at 100.5
99.42
0.015
90.44 Set top of wall at 100.5
- Rectangular Weir Equation
Q for Weir 1 & 2 =
0.155 cfs
Q for Weir 3 =
0.133 cfs
H =
0.167 ft
Length.of Weir 1 & 2 =
0.715 ft
Length of Weir 3 =
0.619 ft_
70 gpm
60 gpm

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Buoyancy Calculations for the Bay Tree Lakes WWTP
Aeration Basin & Sludge Holding Tankj!
Use This Case: 10.0' x 11.0' x 10.0' Concrete Wet Well, 8"' Thick Walls, 12" Thick
Bottom Slab, and 6" Thick Top Slab.
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Force to Offset = Assembly Volume x Weight of Water — Weight of Assembly
" Assembly Volume = 11.34' x 12.34'.x 10.0' = 1,399 FT3
Weight of Displaced Water = (1,399 FT3)(62.4 lbs/FT3) = 87,319 lbs.
Weight of Assembly:
Concrete Walls and Slabs
(Wall Vol. + Bottom Slab Vol. + Top Slab Vol.) x Volumetric Weight of Concrete
(2(12.34'x10.0'x0.67') + 2(10.0'x10.0'x0.67') + (fl.3,4'xl2.34'x1.0') +
(11.34'x12.34'x0.5')) I'
_ (165 + 134 + 140 + 70) FT3 = 510 FT3 x 150lbs/FT 3 = 76,500 lbs. I
Mass Concrete
2.75 Yd3 x 27 FT3/ Yd = 74.25 FT3 x 1501bs/FT3 = { ;! 11,137 lbs
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Weight of Assembly =. 87,638 lbs.
Therefore: 87,319 lbs.< 87,6381bs. !�
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Since the dry weight of the structure weighs approximately 318 lbs; 'more than the weight of
the displaced water, the structure will not be buoyant. I
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Buoyancy Calculations for the Bay Tree Lakes WIIWTP
Clarifier Basin j
Use This Case: 6.0' x 11.0', x 12.0' Concrete Wet Well, 8"'71iiick Walls; 12" Thick
Bottom Slab, and 6" Thick Top Slab.
Force to Offset = Assembly Volume x Weight of Water — Weight of Assembly
Assembly Volume = 7..34' x 12.34' x 12.0' = 99.9 FT3
Weight of Displaced Water = (999 FT3)(62.41bs/FT3) = 62,327 lbs.
Weight of Assembly:
Concrete Walls and Slabs
(Wall Vol. + Bottom Slab Vol. + Top Slab Vol.) x Volumetric Weight of Concrete
ii
(2(11.34'x12.0'x0.67') + 2(6.0'x12.0'x0.67') + (7.34'x11.34'x1.0') + (17.34'x11.34'x0.5'))
(182.3 + 97 + 83.2 + 42) FT3 = 404 FT3 x 150 lbs/FT3 = 60,609 lbs.
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Mass Concrete
1.0 Yd3 x 27 FT3/ Yd = 74.25 FT3 x 1501bs/FT3 = 1! 4,050 lbs
II II
Weight of Assembly - ;I 64,6591bs.
Therefore: 62,3271bs.< 64,659 lbs. y
Since the dry weight of the structure weighs approximately 2,332 $s.i,more than the weight
of the displaced water, the structure will not be buoyant. j

105
100
95
90
85
80
75
BAY TREE LAKES HYDRAULIC GRADE PROFILE
NOT TO SCALE
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105
100
95
90
85
80
75

_ - F W ATF
O R . ..... Stateof North Carolina. . .
��� Departinerit of Environment and Natural Resources
:. Division of Water Quality
WASTEWATER: IRRIGATION SYSTEMS APPLICATION ....
INSTRUCTIONS:FOR FORM: WWIS42-06
The Division o : Water Quality (Division) will not accept• :this application; :package unless all the instructions .are
-followed.. Plans;•specifications and supporting documents shall.be prepared -in accordance with 15A NCAC 2T
.010015A NCAC 2T .0500 and good engineering practices. Failure to :submit all of .the required items will lead to
e ' ermit a lication.
additional processing and review time : iFor th p pp ..
For more information, links to forms requested. in this application, or for an electronic version of this form, visit the, Land Applicatio_ a , .. _
Unit (LAU) web sate at: http://h2o.enr.staie.tic.us/lau/main.htnil::
:.A.,-, Application Form (All Application Packages):
✓ Submit one (1) original and three (3)'copies of the completed and appropriately, executed application form:: The instructions'''
:.:(Pages 1 through 4) need not be submitted.:: Any: content'changes: made to this form will result in the application .package
being: returned. The Division will only accept application packages: that have been fully,:completed with all applicable items
CO
addressed..:: .
✓ If the Applicant is a corporation ov company, it::must be registered :for "business with the::NC 'Secretary of State
...:(http:.Hwww.secretary.state.nc.us/Corporations/CSearch:aspx): ...:::. .
✓: If the: Applicant is:a partnership, sole proprietorship, trade name; or d/li/a, enclose a:copy of the certificate::filed with the
Register of Deeds in the county of:business.
✓ The application must be signed appropriately in accordance: with 15A NCAC 2T :.0106(b). Art alternate person may be"
...:.designated as 'the si m official, rovided::that a delegation letter : is provided, from, a : erson who meets the: referenced
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criteria. You may download 'an example delegation:letter at: http:/�i2o.enr.state.nc.us/la u/p'olicies.html#Example.:'
The facility: on all forms should. be consistent with. the facilityname on the:plans; specifications; agreements;"etc.
✓ If this project involves a 'modification of an existing -,:irrigation system, submit' four: (4) copies of: the most recently issued"
existing permit:. .
If this: project is fora renewal Without modification, please use the most recent FORM:: WWR, which can be downloaded at:
http://h2o.enr:state.nc.us/lau/applications.html#SIA:
B. Attachment (Al1,New or Major Modification Application Packa es : "
PP... g )
✓:;Submit a completed and properly executed'Watershed Classification -Attachment (FORIVI.:WSCA), along with the:8:5" by
11". topographic map" locating the facility,: for each watershed within the; facility location. (including irrigation .areas).: The
most recent: version of FORM: WSCA may be found at 'http://h2o.enr.state nc:us/lau/applications.html#AGREEMENTS.
'C.' 'Application Fee (All New: or Major Modification Application Packages)::.
The : appropriate- application fee can be: determined::: from : the Division's' fee schedule :.:found: at:
http://h2o.enr;state.nc.tis/lau/fees.htmI.
✓ Submit. A: check or money. order in the appropriate amount made payable to:: North Carolina Department of Environment and '
Natural Resources -(NCDENR).
D. Cover.Letter (All Application Packages): ...
✓ Submit, one: (1) original and three (3)*copies of a coveraetter, which lists all iteins and attachments includedIn the application:.:
acka a as well.as a brief descri tion.of:the requested permitting action. '
✓::If -necessary for clarity,include �attachments':to:the.application. ,Such attachments will.be considered part of-the::application
package and should be.numbered to correspond lo.the'section to which.they refer. . ....
E.': Property Ownership Documentati� n (All New or Modification Application Packages 'involving new and/or relocated treatment
or -irrigation components):.::: •
::Provide either: ::: " : ' • • " � • � •
......
✓" Legal. documentation of the ownership"(such as a contract, deed,'article of incorporation, etc.) of the :property; or
✓ Written notarized agreement signed by both parties indicating future purchase of the property by: the permit applicant and
a pla -dr surveymap showing the property,:or
✓ Written notarized long term lease agreement: signed by both parties and specifically indicating intended use of the
ro ert and a • lat or survey ma showing the ' ro ert addressed in the lease:. .
.... P P.: Y�. P y . P . g P. ,P .. Y
F. Environmental. Assessments (May be -required if public lands and/or monies are'use-d —.See 15A NCAC: IC .0100 to .0400):
✓: Submit one (1) copy of the Findings of No Significant Impact (FONSI) or:Environmental Ithpact:Statement (EIS):;:
' Include information on any mitigating factor(s)..from the Environmental Assessment .(EA) . that impact the design and/or
construction of the wastewater treatment and disposal:systern.:.
FORM: WWIS 12=06.. Page 1

G.. Certificates of Public Convenience and Necessity (All New'Application Packages if the applicant is'.a Privately -Owned Public
Utility -per determination by the NC Utilities'Commission: hitp://www.ncuc:commerce.state.nc.usn:
✓=-Submit four (4) copies 'of,the Certificate•of-Public:Convenience and Necessity, which demonstrates that the public utility is
authorizedlo hold the utility franchise for the area to be.served•by the wastewater system:
✓ If a Ceitif cat& of Public Convenience and Necessity: has not: been issued; :provide four (4) copies: of a letter from the NC'
Utilities Comriiission's Public Staff that states that an application. for- a franchise has been received' that the service area is
contiguous to an existing franchised area, and/or that franchise approval is expected.
H.. Operational'Mr'eements (All New I pplication Packages. if the applicant is a Homeowners' Association;.or:aDevelopei and aofs:.:
are to be sold):.
: :Submit one (1) original and three (3) copies of a .properly executed• operational agreement- if the irrigation. system will be
serving, or .currently serves, residential. or.' commercial lots that are to .be sold. .Appropriate. forms can be downloaded at:
http://h26.6nr-.state.nc.us/lag applications.html#AGREEMENTS.
.. V. .If applicant- is.a HOMEOWNERS' ASSOCIATION, use the most recent version of FORM: -HOA; .and submit the following
information: articles, of incorporation, bylaws;: and current or proposed annual budget.
' If - applicant .is a DEVELOPER that intends to- turn. ownership and responsibility of • the ..wastewater system over to a
homeowners' association, submit] the most recent versioriof FORM: DEV
I. Analysis of Wastewater:(All New A�pplication,Packages or Modifications: that are not 100%.Domestic Waste):
Y.Submit four (4) copies 'of 'a complete chemical analysis of the effluent�wastewater including but:not limited to the following
parameters::. Total Organic Carbon, 5-day Biochemical- Oxy. en Demand BODs ; Chemical Ox' en.Demand(COD)''Nitrate;
Nitrogen (NO3-N), Ammonia Nitrogen :(NM-N), Total Kjeldahl Nitrogen (TKN), pH, Chloride, Total Phosphorus, Phenol:
:.Total -Volatile Organic_ Compounds, Fecal.Coliform, Calcium, Sodium, Magnesium, Sodium: Adsorption Ratio. •($AR),; Total
Trihalomethanes, Toxicity Test Parameters and'Toial Dissolved Solids in compliance with 15A NCAC 2T.0504(h).
✓ A laboratory certified by the Division shall perform "all testing..
J: Soil Evaluation (All New Applicatiop Packages. or Modifications that include new irrigation sites):
: Submit four (4) copies of a detailed soil evaluation in accordance: with 15A NCAC 2T: 0504(b): and current Division Policy
availableat:h!W://h2o.enr.state.nc.us/lau/Dolicies.himi.
K. Water Balance (All. Application Packages or Modifications that include new irrigation sites): : '
:Submit four (4) copies of'a completed and accurate water .balance:in':accordance .with,l5A:NCAC 2T .0504(k):and current
:Division Policy available at: http://h2o.enr.state.nc.us/lau/policies.html.
L.: Agronomist :Evaluation (All New Application Packages: or..Modifications that:.include new irrigation sites or new cropping
. patterns for existing irrigation sites): ...
Submit four (4) copies of a detailed agronomist evaluation in accordance; with 15A NCAC-2T .0504(i) and current -Division
Policy available at: httQ://h2o.enr.state.nc.us/lau/policies.html. .
M.: H dro eolo' ie Report All New Application p Packages: 'with Design Flows: over 25;000 GPD or : Modifications involving
Y g g.. ..P. ( �... ..... g ..... g
increasing the total design flow to over 25,000. GPD)::
✓::Submit four (4) copies of a detailed hydroge'ologic evaluation:in accordance with 15A NCAC 2T .0504(e)''and current
Division:Policy available at: httpt//h2o.enr.state.nc.us/lau/policies.html.
N: - Detailed Plans (All New. or Modification Application Packages)?. . . .....
' Pp ........
:.:Submit four (4) sets: of standard size plans and two :(2)'sets of 11'.:by l7' :plans (electroniicformat is acceptable' -.Adobe: PDF
:.
only) that have been signed, sealed, and dated by a.NC, licensed Professional. Engineer in accordance with 15A NCAC 2T...
.0504(c)', (d); : For Modifications; submit plans specific �to the modifications) only.:
✓ .. Plans must include. the. following minimum items:
::.: ✓ A general location:rnap; a vicinity map: and a topographic map:.?:
✓ Plan. and. profile `views of all, treatment/storage/disposal. units; piping, - valves,. and ' equipment..(i e., pumps, blowers, ...
mixers; diffusers, flow meters; etc.) including dimensions and elevations;of:all'treatment/storage/disposal units.
✓ Hydraulic profile from the treatment plant headworks to the highest. disposal point.. .....
Highest drip/spray irrigation nozzle/emitter, locations within.the irrigation systeni:.of air releases and: system drains,
- t Y gp i gy Y alves, and otheressential.equipment.
locations.within the irri ation s stem of all control.v
✓ For: automated s ra /dri u n ation systems, the: design must include equipment to prevent spray/drip :irrigation during
precipitation events.or whenithe soil is in a.condiiion"thabthe spray/drip irrigation wastewater. could not•be assimilated.
✓ - A map showing; the entire irrigation: area with: an overlay of _the"suitable irrigation::area depicted by the :soil scientist's
evaluation. .The'irrigationlplans shall show each.nozzle/emitter and wetted area (when applicable). -Clearly label:
spray/drip irrigation zones as they will be operated:.
✓.. Plans inust-depict:a completed design.and not be labeled with, preliminary phrases, (e.g.,. FOR REVIEW ONLY, NOT.
FOR CONSTRUCTION, etc.) that indicate that they are anything other than final::plans. However, the. plans may be
labeled with the phrase: FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION.
FORM: WWIS.12=06 Page 2

O. Site Map (All New or Modification Application Packages):
✓ Submit four (4) copies of a standard size site map and two (2) copies of an 11" by 17" site map (electronic format is
acceptable - Adobe PDF,'only) that have been signed, sealed, and'dated by a NC licensed Professional Engineer and/or
Professional Land Surveyor in accordance with 15A NCAC 2T .0504(d). For Modifications, submit an updated site map
specific to the modification(s) only.
✓ The site map shall include 'the following minimum items:
A scaled map of the site, with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and
showing all facility -related structures' and fences within the treatment, storage and disposal areas.
✓ Soil mapping units shown on all disposal sites. `
✓ The ,location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, p nds, and other surface drainage features within 500 feet of all waste treatment, storage, and
disposal site(s).
✓ Delineation of the review and compliance boundaries.
✓ Setbacks as required by 15A NCAC 2T .0506.
✓ Site property boundaries within 500 feet of all waste treatment, storage, and disposal site(s).
✓ All habitable residences or places of public assembly within 500 feet of all waste treatment, storage, and disposal site(s).
P. Specifications (All New or Modification Application Packages):
✓ Submit four (4) sets of specifications that have been signed, sealed, and dated by a NC licensed Professional Engineer in
accordance, with 15A NCAC 2T . 0504(c). For Modifications, submit specifications specific to the modification(s) only.
✓ Specifications must include the following•minimum items:
✓ Detailed specifications for each treatment/storage/disposal unit, piping, valves, equipment (i.e., pumps, blowers; mixers,
diffusers, flow meters, etc.), nozzles/emitters (if applicable), precipitation/soil moisture sensor (if applicable),
audible/visual high water alarms, etc.
✓ Site Work (i.e.,'earthwork, gearing and grubbing, excavation and backfill, fencing, seeding, etc.)
✓ Materials (i.e., concrete, masonry,_ steel, method of construction, etc.)
✓ Mechanical and Electrical (il e., control panels, transfer switches, generator, etc.)
✓ Means for ensuring quality and integrity of the finished product including. leakage and pressure testing.
✓ Specifications must represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW
ONLY, NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final specifications.
However, the specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR
CONSTRUCTION.
Q. Engineering Calculations (All New�or Modification Application Packages): .
✓ Submit four (4) copies of all design calculations that have been signed, sealed, and dated by a NC licensed Professional
Engineer in accordance with 15A NCAC 2T .0504(c). For Modifications, submit calculations specific to the modification(s)
only.
✓ Calculations must include the following minimum items:
✓ Hydraulic and pollutant loading calculations for each treatment unit (Note: "black box" calculations are unacceptable).
✓ Sizing criteria for each treatment unit and associated equipment.
✓ Friction/total dynamic' head calculations and system curve analysis for each pump used.
✓ Pump selection information ncluding pump curves.
✓ Manufacturer's information for all packaged treatment units, pumps, blowers, mixers, diffusers, flow meters, etc..
✓ Flotation calculations for all tanks constructed partially or entirely below grade.
Submit -the selected drip/spay irrigation system information including manufacturer's information and recommended
installation guidelines.
✓ Irrigation,pump capacity should consider reasonable operational control, address multiple zones of the irrigation system,
address variability of nozzle sizing as necessary, and include the ability to irrigate all areas in an appropriate amount of
time.
R. Reliability (All New or Major Modification Application Packages):
✓ Submit documentation of system reliability in accordance with 15A NCAC 2T .0505(1).
✓ Ensure that the plans and specifications'deta.ii the generator, the automatic transfer switch, and how these items interact with
the system instrumentation/controls.
✓ ' All generators must be capable of powering all essential treatment units.
FORM: WWIS 12-06
Page 3

'S. ` Operation and Maintenance Plan All New or Major.Modification Application Packages):
✓ Submit four (4) copies of an operation: and maintenance plan : in 'accordance with :15A NCAC 2T .0507::that 'shall be
maintained for all systems and include at a minimum:.
✓ Description of the operation" of the system in sufficient detail to show: what operations are necessary for the system. to
function and' by, whom the functions are to be conducted.''
✓ " Description of:anticipated maintenance' .
✓ 'Include safety measures inc ding restriction of access: to the site and equipment.
✓ Spillprevention provisions such'as'response to upsets 'andbypasses including how to control contain'and remediate. . . .'
Contact information for. plaiit personnel, :emergency responders :and regulatory'agencies:.:.
T. Residuals: Management. Plan (All New or::Modification Application Packages that hichide..new treatment systems. or an
expansion of the,treatment system):
Submit a .detailed explanation .describing how the residuals. (including trash,: sediment and grit) 'that are generated by 'the. ...:
wastewater treatment aystein will be stored;: treated; and disposed; . in accordance with 15A NCAC 2T .05040): and 15A
..NCAC 2T .0508.
✓ An evaluation: of. the residuals s oage requirements forahe:treatment facility based upon the maximum anticipated residuals;
production rate and ability to remove.residuals.
✓ A :permit for residuals utilization or a written commitment-to.:the . Permittee. of : a .Department approved residuals
disposal/utilization'pro.gram:accepting the residuals which demonstrates -that the approved.program has adequate capacity to
accept the residuals, or that an application for approval:hEis: been submitted . .
✓ If oil or'grease removal and collection is a designed unit process, pleasesubmit an.oiUgrease disposal" plan...
'anion -site restaurant:or other business with food preparation is. contributing waste to this :system an oil/grease disposal plan
will be necessary. Please note that operation -and maintenance of all grease traps will be'the responsibility of the: permittee.
U..' General (All New or Modification Application Packages)::
✓ Please ensure that any. systems within "the Coastal Area 'as defined in 15A.NCAC 2H :0400 meet all requirenents required by'
that Section. :
✓ Note that ail designs and documentation-must�coiiforinto all.state and federal.rules and regulations
✓ Note that: if other: approvals are: necessary for the construction" of these facilities' (i.e.'Wetlands, Storiiiwater; Dam Safety, etc)'
the. Division ma "hold a roval of this'a lication acka a to coordinate with other "a rovals:.
y ....:. PP, � PP :.:. P g pp.... .
✓:— Provide documentation'of floodway compliance in accordance withl'SA NCAC 2T .0105(c)(8)
Sewers. tributary: to the subject facilities- must be applied: for separately 'from this: application in accordance with the' Surface :: .
Water Protecfion:Section's requirements('http://h2o.ehf.9tate:nc.us/peresn.
.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::.
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT'
By U.S. Postal Service: By Courier/Special Delivery:
1636 MAIL SERVICE CENTER . :::. - :: 2728 CAPITAL:BOULEVARD
- RALEIGH, NORTH :CAROLINA 27699.1636 RALEIGH, NORTH CAROLINA 27604 '
TELEPHONE NUMBER: {919) 733-3221 FAX NUMBER: (919) :735-'6048
-'FORM: WWIS:1Z=06 Page 4

H. PERMIT INFORMATION:
1. Project is: ❑ New
2. Fee submitted: (See Ii
3. Facility status: I® Existing
y Was
4. Does this project utilize: ❑ 1
5. What is the status of the follo
C
7.
Modification [-I Minor Modification
Existing Permit No.: WQ0018708, issue date: July 8, 2008
❑ Proposed ,
system approved for reclaimed disposal under 15A NCAC 2H .0219(k)? ❑ Yes or ® No
funds and/or ® private funds; ❑ public lands and/or ® private lands
appropriate permits/certifications?
Permit/Certification
Submitted
Approved
Permit/Certification No.
Agency Reviewer
Erosion & Sedimentation
Control Plan
Nationwide 12 or 404
Wetlands 401
Stormwater Management Plan
Dam Safety
Sewer System
Other:
Does the project comply with all setbacks found in the river basin rules (15A NCAC 2B ,0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
Is the project in a Coastal Area as defined per 15A NCAC 2H .0403? ❑ Yes or ® No
If yes, verify that the facility will comply with the following requirements in 15A NCAC 2H .404(g) as -applicable:
✓ Is aerated flow equalization of at least 25% average daily flow provided? ❑ Yes or ❑ No
✓ How will noise and odor be controlled?
✓ Are all essential treatment u I its provided in duplicate? ElYes or ❑ No
✓ Is there an impounded -,public surface water supply within 500 feet of the wetted area? ❑ Yes or ❑ No
✓ Is there a public shallow ground water supply (less than 50 feet deep) within 500 feet of the facility? ❑ Yes or ❑ No
✓ Is the disposal loading rate greater than 10 gallons per day per square foot (GPD/ft2r ❑ Yes or ❑ No
✓ How much green area is pro i ided? square feet (ft2)
✓ Is the green area shown on the plans? ❑ Yes or ❑ No
FORM: WWIS 12-06 1 1 1 Page 6

III. INFORMATION ON WASTEWAjjjTER GENERATION:
1. What is the origin of the wastewater (i.e., school, subdivision, hospital, municipality, shopping center, industry, apartments,
condominiums, etc.)? Subdivision
1
2. Volume of wastewater flow for this project: gallons per day (GPD)
3. Explanation of how wastewater flow was. determined (15A NCAC 2T .0114(c)):
Type of Establishment
Basis of Flow
Flow Per Unit
Number of Units
Total
T
Gallons/
Gallons/
Gallons/
Gallons/
Gallons/
Gallons/
Gallons/
Gallons/
Gallons/
Total
4. Nature of wastewater: 010
% Domestic Waste (residential, commercial, etc)
'❑ l0i % Industrial
❑ Combination mbination of Industrial and Domestic Waste: % Domestic % Industrial
❑ IMI mcipal waste (town, city, etc.)
Is there a Pretreatment Program in effect? ❑ Yes or ❑ No
5. Wastewater characteristics (See 15A NCAC 2T .0505(b)):
Parameter
Estimated Influent Concentration
Designed Effluent Concentration
(monthl average)
Biochemical Oxygen Demand (BOD5)
mg/1
mg/1
Total Suspended Solids (TSS)
mg/l
mg/1
Ammonia Nitrogen (NH3; N)
1
mg/1
mg/1
Nitrate Nitrogen (NO3-N)
mg/1
mg/1
Nitrite Nitrogen (NOrN)
mg/1
mg/l
Total Nitrogen
mg/1
mg/1
Total Phosphorus
I
mg/l
mg/1
Total Kjeldhal Nitrogen :
I
":. _-
mg/1
Fecal Coliforms
i
per 100 ml
FORM: WWIS 12-06 1 Page 7

IV. GENERAL PROJECT INFORMATION:
1. Brief project description:
2. In accordance with 15A NCAC 2T .0506, provide the minimum distance in feet from the facility's irrigation system and
treatment/storage units to each parameter (distances greater than 500 feet may be marked N/A):
Setback Parameter
i
Irrigation System
Treatment/Storage
Units
Any habitable residence or place of assembly under separate ownership or not
to be maintained as art of the p project site
'
N/A
Any habitable residence or place of assembly owned by the permittee to be
maintained as part of the pproject site
=
Any private or public water supply source
N/A
Surface waters (streams — intermittent and perennial, perennial waterbodies,
and wetlands)
N/A
Groundwater lowering ditches (where the bottom of the ditch intersects the
SHWT)
Subsurface groundwater lowerin1g drainage systems
Surface water diversions (ephemeral streams, waterways, ditches)
Any well with exception of monitoring wells
N/A
Any property line l
N/A
Top of slope of embankments cuts of two feet or more in vertical height
Any water line from a disposal system
Any swimming pool
Public right of way
Nitrification field
Any building foundation or basement
Impounded public water supplies
Public shallow groundwater supply
(less than 50 feet deep)
FORM: WWIS 12-06 1 Page 8

✓ Does the Applicant intend on complying with 15A NCAC 2T .0506(c)? ® Yes or ❑ No
If yes, complete the follow' I g table:
Estimated Influent
Designed Effluent
Designed Effluent
Parameter
Concentration
Concentration
Concentration
(monthl avera e)
(daily maximum)
Biochemical Oxygen Demand
I
220 mg/1
30 mg/1
30 mg/1
(B OD5)
1
Total Suspended Solids (TSS)
200 mg/l
30 mg/1
90 mg/1
Ammonia Nitrogen (NH3-N)
20 mg/l
15 mg/l
15 mg/l
Nitrate Nitrogen (NO3-N)
mg/l
mg/l
Fecal Coliforms
200 per 100 ml
460 per 100 ml
Turbidity
NTUs
✓ If any setback is not met,
increased potential for he;
3. The treatment and disposal fac
measures shall be shown on sL
with 15A NCAC 2T .0505(q):
4. What is the 100-year flood elev,
✓ Are any treatment units or v
If yes, briefly describe whic
protect them against floodir
If yes, does the Applicant h
5. Method to provide systemreliat
no elevated water storaee tanks
6. . What is the specified method of
✓ If chlorine, specify detentio
part of the wastewater;syste
)w will the project provide equal or better protection of the Waters of the State with no
hI concerns or nuisance conditions?
ities must be secured to prevent unauthorized entry. Details and notations of restricted access
fitted plans and specifications. Briefly describe the measures being taken in accordance
✓ If ultraviolet (UV), specify t
7. How many days of residuals stor
on? 65 feet mean sea level. Source: FEMA flood mans
tted areas located within the 100-year flood plain? ❑ Yes or ® No
treatment units and/or irrigation areas are affected: , and the measures being taken to
documentation of compliance with § 143 Article 21 Part 6? ❑ Yes or ❑ No
r per 15A NCAC 2T .0505(1) (See Instruction R): Private water distribution system and
isinfection? Sodium Hypochlorite solution
time provided: minutes (30 minutes minimum required). Please indicate in what
chlorine contact time occurs (i.e. chlorine contact chamber): Injected into the system at the
number of banks: , total lamps: and maximum capacity:
s are provided (15A NCAC 2T .0505(o))? 55
gpm.
FORM: WWIS 12-06 Page 9

V. DESIGN INFORMATION FOR NEW OR MODIFIED PORTIONS OF THE WASTEWATER TREATMENT FACILITY
1. Type of treatment system (fixed l�fllm, suspended growth, etc): Extended Aeration
2. Provide the number and dimensions of each treatment unit, and provide their location in the specifications and plans. If an
item is not applicable, do not fill] in the requested information:
a. PRELIMINARY TREATMENT (i.e., physical operations such as large solids screening and equalization to remove
problem characteristics such as abrasive grit and clogging rags, as well as to dampen high flows):
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
% Spacings m (')
Volume
(gallons)
Plan Sheet
Number
Specification
Page Number
Select
I
Select
Select
Select
Select
I
b. PRIMARY TREATMENT (i.e., physical operations such as fine screening and sedimentation to remove floating and
settable solids):
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
/ S acin s (mm)
Volume
(gallons)
Plan Sheet
Number
Specification
I Page Number
Select
Select
Select
c. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
Number
of units
Manufacturer
or Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Number
Specification
Page Number
'Existing Aeration Basin
4
Precast
7'x10.5'x8'
4,400
C3
Aeration Basin
2
Precast
11'x10'x10'
6,500
C3
Major Equip.
Item #1
Existing Clarifier
1
2
Precast
7.33'x7.83'xl2'
5,100
C3
Clarifier
Precast
6'x10'xl2'
5,300
C3
Select
Select
Select
Select
FORM: WWIS 12-06 1 Page 10

d. DISINFECTION
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
I Number
Specification
I Page Number
Select
Select
Select
e. RESIDUAL TREATMENT
Treatment Unit
Number
Manufacturer
Dimensions (ft)
Volume
Plan Sheet
Specification
of Units
or Material
( allons)
Number
Page Number
Existing
Aerobic Digester
1
Precast
7.33'x7.83'x4.5'
1,860
C3
Aerobic Digester
1
I
Precast
11'x10'x10'
6,500
C3
Major Equip.
Item #1
Select
1 UUl'
Location
Number
of Pumps
purpose
Manufacturer /
Type
Capacity
Plan Sheet
Number
Specification
Page Number
GPM
TDH
l
g. BLOWERS
Location
No. of
Blowers
I
Units Served
Manufacturer /
Type
Capacity
(CFM)
Plan Sheet
Number
Specification
Page Number
Aeration Basin
2
2
Positive
Displacement
45
C3
Major Equip.
Item #2
FORM: WWIS 12-06 - I Page 11

h. MD(ERS
Location
No.
Mixers
of
Units Served
Manufacturer /
Type
Power
(h)
Plan Sheet
Number
Specification
Page Number
1
l
i. RECORDING DEVICES I RELIABILITY
Device
Number
of Units
Maximum.
Capacity
Manufacturer
Location
Plan Sheet
Number
Specification
Page Number
Select
Select
Select
Select
Select
FORM: WWIS 12-06 1 Page 12

VI. DESIGN INFORMATION FOR
1.
Provide the number of earthen
2.
Are any impoundments design
If Yes, please specify which ii
3.
Are impoundment(s) designed
4.
Provide the design measures pi
5.
Provide the location of each de
'ORAGE IMPOUNDMENTS
[poundments in the system:
to receive adjacent surface runoff? ❑ Yes or ❑ No
oundment: and the drainage area: ftZ.
include a discharge point (pipe, emergency spillway, etc)? ❑ Yes or ❑ No
)osed for impoundment liner protection from wind driven wave action:
;n element in the specifications and engineering plans for each storage unit:
Storage Impoundment I
Plan Sheet
Number
Specification
Page Number
Liner material (15A NCAC 2T
605(e) and (f))?
❑ Synthetic
I ❑ Clay
❑ Concrete
I ❑ Steel
Liner installation and testing requirements
`
Inside berm surface dimehsionsi
(L x W x IT)
ft
I ft
ft
Bottom dimensions (L x W) i
ft
ft
Embankment side slope
Mean seasonal high water table
depth *
ft
Finished grade elevation
ft
Depth from bottom to top of embankment
ft
Total volume
ft3
gallons
Design freeboard
ft
Depth of minimum liquid level
liquid level)
'(above permanent
i
ft
Effective'volume provided **
i
ft3
gallons
Effective storage time providedi
days
* NOTE: The liner shall be
** NOTE: The storage vblut
pipe) and maxims
)tected from impacts of the seasonal high water table as necessary.
should be calculated between the top of any permanent liquid level (as indicated by outlet
allowable liquid level in the impoundment.
FORM: WWIS 12-06 1 Page 13

VH. DESIGN INFORMATION FOR IRRIGATION SYSTEM
1. The irrigation system is: ❑ Sprly ❑ Drip
2. Disposal system is: ❑ existing ❑ proposed.
3. If applicable, provide the location of each design element in the specifications and engineering plans:
Irrigation Pump Tank ',
Plan Sheet
Specification
Number
Page Number
Internal dimensions (L x W x H
or (p x H)
ft
ft
ft
Total volume
ft3
gallons
i
Dosing volume
fe
gallons
Audible & visual alarms
Equipment to prevent irrigation
during ram events
_
4. List any equipment (note sheet number of the plans or page number in the specifications) not specifically mentioned above
(pump hoist, odor control equipml ent, etc.):
5. Minimum depth to mean seasonal high water table within irrigation field(s) per Soil Scientist's Evaluation:
feet below ground surface. Mustl be at least one -foot vertical separation between SHWT and ground surface per 15A NCAC
2T .0505(p).
6. Are there any artificial drainage or water movement structures within 200 feet of any irrigation area? ❑ Yes or ❑ No
If Yes, please explain if the soil s
Icientist report addresses artificial structures and please indicate if structures are to be
maintained or modified: j
7. Loading rates recommended by the Soil Scientist Evaluation:
' I
Fields within
Recommended Loading
Recommended Loading
Loading
If Seasonal,'
list
Soil Series
1
Soil Arei
Rate
'Rate
Recommended
appropriate
(fir)
(inlyr)
months
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
8. Design loading rates are equal o:
If No, explain why 15A NCAC
than the loading rates recommended by Soil Scientist? ❑ Yes or ❑ No
.0505(n) is not met: _
FORM: WWIS 12-06 1 Page 14

9. Provide the following location information for the approximate center of each irrigation field / zone:
Field [Zone
(
Latitude
Longitude
i
rr
_ o
,
rr
i
I
II.
_ 0
,
Ir
i
1
I
II
_ 0
I
rl
0
,
it
1,
O
1
01
r
it
0
r
it
_ 0
r
n
r
it
_ 0
r
n
01
r
rr
0�
,
rr
_ 0
r
rr
0
I
rl
0
I
It
0
I
/I
0
r
it
o
r
rr
0
r
It
I,
0�
,
it
_ 0
r
It
0�
,
rr
_ 0
r
If
.
0
,
II
_ 0
03
I
I
II
_ 0
r
rr
✓ Level of accuracy?
Method of measurement?
✓ Datum?
FORM: WWIS 12-06 A Page 15

10.
Spray Irrigation Design Element
Plan Sheet
Number
Specification
Page Number
Wetted diameter of nozzles
I
ft
Wetted area of nozzles
fe
Nozzle capacity
gpm
Nozzle manufacturer / model
/
Elevation of highest nozzle
,
ft
FORM: WWIS 12-06 j Page 16

Drip Irrigation Design Elemei
t
Plan Sheet
Number
Specification
Page Number
Wetted area of emitters
ftZ
Distance between laterals
(
ft
Distance between emitters
ft
Emitter capacity
1
gpm
Emitter manufacturer / model
/
Elevation of highest emitter
ft
FORM: WWIS 12-06 1 Page 17

Professional Engineer's Certification:
and consistent with the information sup
of my knowledge. -I further attest that t
application package and its instructions
developed certain portions of this subm
reviewed this material and have judged
143-215.6A and 143-215.613, any perso
package shall be guilty of a Class 2 mis
$25,000 per violation.
North Carolina Professional Engineer's
Applicant's 'Certification (signing a
1, ' . s 1,-e 0 �,Q V1,
(signing authority
attest that this application for the Lake
has been reviewed by me and is accurate
from this non -discharge system to surfac
penalties, injunctive relief, and/or crimin
of this permit be violated. I also understs
required supporting information and attar
further certify that the applicant or any ai
facility without proper closure, does not 1
compliant with any active compliance sc.
with NC General Statutes 143-215.6A an
certification in any applicatiop package s
well as civil.penaltiakup tW125;000 peP11
Signature:
attest that this application for the Lake Creek Corporation
has been reviewed by me and is accurate, complete
ied in the engineering plans, calculations, and all other supporting documentation to the best
the best of my knowledge the proposed design has been prepared in accordance with this
s well as all applicable regulations and statutes. Although other professionals may have
al package, inclusion of these materials under my signature and seal signifies that I have
to be consistent with the proposed design. Note: In accordance with NC General Statutes
who knowingly makes any false statement, representation, or certification in any application
=eanor, which may include a fine not to exceed $10,000 as well as civil penalties up to
signature, and date:
,``�bt4l6�ErH[gP9;aaars
a
o
ty must be in compliance with 15A NCAC 2T .0106(b))•
y h -e S < 1-. Pr_ e 15
(title)
Corporation Wastewater Treatment Plant
(facility name)
nd complete to the best of my knowledge. I understand that any discharge of wastewater
waters or the land will result in an immediate enforcement action that may include civil
prosecution. I will make no claim against the Division of Water Quality should a condition
A that if all required parts of this application package are not completed and that if all
unents are not included, this application package will be returned to me as incomplete. I
Mate has not been convicted of an environmental crime, has not abandoned a wastewater
Lve an outstanding civil penalty where all appeals have been exhausted or abandoned, are
;dule, and do not have any overdue annual fees under Rule 2T .0105. Note: In accordance
143-215.613, any person who knowingly makes any false statement, representation; or
all be guil(y of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as
olation. I
d `1
Date:
FORM: WWIS 12-06 1 Page 19

WATERSHED CLASSIFICATION ATTACHMENTOORM: WSCA 10-06)
Applicant's name:
Site/Field
ID
County
Latitude
Longitude
Location
Datum
Location-
Method
Code
Location
Accuracy
Waterbody Subbasin and
Stream Index No. -
Current and
Proposed Class
1
Bladen
34D41'24.54"
78D25'29.4"
NAD 27
MAP
18-68-17-1
QSw
I, &a A (:� . C we , attest that this attachment form has been prepared by me and is accurate and complete to the best
of my knowledge. I understand that if all required parts of this attachment are not completed and that if all required supporting information isnot included, this
application package will be returned as incomplete.
Signature
Date If ,!' Z,oG `t3
FORM: WSCA 10-06 Page 5 of 5 Attachment Order 3-a

BEFOR
STATE OF NORTH CAROLINA�
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1080
'HE NORTH CAROLINA UTILITIES COMMISSION
is granted this
FICATE OF PUBLIC CONVENIENCE AND NE(
4
to provide water and sewer utility service
in
BAY TREE LAKES SUBDIVISION
Bladen County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
APPENDIX A
i
ISSUED BY ORDER OF THE -COMMISSION.
This the 1 / " day of 1998.
NORTH CAROLINA UTILITIES COMMISSION
.Geneva S. Thigpen, Chief Clerk