WQ0018708_Permit Application_20000605

EC' EN
JUL 5 2000
FAYETTEVILLE
REG. OFFICE
I.
GENERAL INFORMATION:
State of North Carolina
artment of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN OGI�
A
RI��'-');-at� /
SPRAY IRRIGATION DISPOSAL SYSTE,Sli SF�+l�Qiv
49000
©��ch
1. App is name -(please specify the name f the municipality, corporation, individual, etcl!l Po rn/tu.
(LAKE CREEK CORPORATIO
2. Print Owners or Signing Official's name and title.(the person who is legally responsible for the facility and its compliance):
STEVE JONES , PRESIDENT
3. Mailing address: 10 0 0' B A Y' RIDGE ROAD
City: HARRELLS State: NC Zip: 78444
Telephone Number. ( 910 ) 5 8 8— 4 4 3 2
4. Project Name (subdivision, facility, or establishment name - should be consistentwith project name on plans,
specifications, letters of flow acceptance, Operational Agreements, etc.):
WASTEWATER TREATMENT FACILITY EXPANSION,
_ BAYTREE LAKES, BLADEN COUNTY, NC
5. Location of Spray Irrigation Facility (Street Address): 10 0 0 BAY RIDGE ROAD
City: HARRELLS State: NC Zip:28444
6. Latitude: 3 4 ° —4 2 ' ; Longitude 7 8 ° — 2 6 ' of Spray Irrigation Facility
7. Contact person who can answer questions about application:
Name: T. ROBERT LYONS JR. P.E. Telephone Number:( 704 ) .358-8074 •
8. Application Date: .TTTNF 5 , 70nn
[The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5).J
9. Fee Submitted: $ 675.00
10. County(ies) where project is located: BLADEN
II. PERMIT INFORMATION: Q �y
1. Application No. (will be completed by DEM): L
2. Specify whether project is: X new; renewal*: modification
* For renewals, complete only sections I, II, and applicant signature (on page 7). Submit only pages 1, 2, and 7 (originak
and three copies of each). Engineer's signature not required for renewal without other modifications.
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
number and its issue date
4. Specify whether the applicant is
public or X private.
FORM: SIDS 06/94 Page 1 of 8

III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 10 0 % Domestic; % Commercial;; % Industrial;
% Other waste (specify):
2. Please provide a one or two word description specifying the origin of the. wastewater, such as school, subdivision, hospital,
commercial, industrial, apartments, etc.:
Rlilidi IF; Ci (In
3. If wastewater is not domestic in nature,' what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility:
4. Volume of wastewater generated by this project: 4 0 , 0 0 0 gallons per day
5. Explanation of how the wastewater volume was determined: CURRENT SIZE IS 20,000 gpd,
Owner Projects: 6 houses/year @ 20 .:vears @ 300gpd avg.
•
= 18,000 g_pd. total 38,000 gpd. D.esignl @.40.000 gpd.
6. Brief project description: EXPANSIONOF 20.000 gpd. extended aPrati nn w/7
lagoons & discharge to swamp to 40,006 )gpd: • AT)D 7n, nnn gpd
extended aeration c_±»avert to 3_0 days 1 ag(1_6n • n_pw ('.TTT, C.HAMRE.$
& raw 24 hour storage with 5.08 sr Splay: Trrigarion Sy_stem
abandon discharge to swam�p -
IV. FACILITY DESIGN CRITERIA FOR SINGLE FAMILY SPRAY IRRIGATION
1. Number of bedrooms: x 120 GPD per bedroom = gallons (minimum 240 GPD design flow per home).
2. Dimensions of baffled septic tank: - ft. by ft by ft.
3. Volume of baffled septic tank: gallons.
4. Check the categories that apply for the sand filter. surface; subsurface; single; dual;
in series; in parallel; recirculating; pressure dosed.
5. a) Primary sand filterdimensions: ft by ft= square feet.
b) Sand filter surface loading rate: GPD per square foot.
6. a) Secondary sand filter dimensions (if applicable) ft. by ' ft = • square feet
b) Secondary sand filter surface loading rate (if applicable) GPD per square foot. .
7. Type of disinfection:
Volume of contact tank: gallons; and detention time: minutes
8. Volume of storage provided: - gallons; Storage time provided: days.
NOTE: A minimum of 5 days storage must be provided in the pump/storage tank.,
9. Volume of pump tank: gallons; number of pumps in pump lank
10. Capacity of pumps in pump tank: GPM
11. Specify which high water alarms have been provided: audible and visual; auto dial
FORM: SIDS 06/94 Page 2 of 8

- 12. Specify the following information for the spray nozzles: psi; GPM
13. Specify the loading rate recommendation, as determined by the soils scientist:
inches per hour; inches per week; inches per year
14. Specify the square footage of the wetted irrigation area: square feet,
and the cover crop
15. Specify the loading rate that will occur on the spray irrigation field:
inches per hour, inches per week; inches per year
16. The project must conform to the following buffers (and all other applicable buffers):
a) 400 feet between wetted area and any residence under separate ownership;
b) 150 feet between wetted area and property lines, 200 feet in coastal areas;
c) 100 feet between wetted area and a potable well;
d) 100 feet between wetted area and drainage ways of surface waters;
e) 50 feet between wetted area and public right -of -ways;
f) 100 feet between wastewater treatment units and a potable well; -
g) 50 feet between wastewater treatment units and property lines.
17. If any of the buffers specified in No. 1Y. 16 above are not being met, please explain how the proposed buffers will provide
equal or better protection of the Waters of the State with no increased potential for nuisance conditions:
18. NOTE: If excavation into bedrock is required for installation of the septic tank or sand filter, the respective pit must be
lined with at least a 10 mil synthetic liner. The engineer's signature and seal on this application acknowledges a
commitment to meet this requirement.'
19. The spray irrigation field must be fenced with a minimum two strand barbed wire fencing. Briefly describe the fencing:
• V. FACILITY DESIGN CRITERIA FOR OTHER THAN SINGLE FAMILY SYSTEMS
1. Providea brief listing of the components of this treatment and disposal system,; including dimensions and capacities of
tanks, pumping facilities, nozzles, high water alarms, filters, lagoons, package, treatment units, disinfection facilities,
irrigation system, etc.: ;
See Attachment no .1,,
2 Name of closest downslope surface waters: C o l l y C r e e k
3. Classification of closest downslope surface waterst { I' . r C s w p (as established by the Environmental Management
Commission and specified on page 6 of 8 of this application).
4. If a power failure at the pump station could impact waters classified as WS, .SA, B, or SB, describe which of the measures
are being implemented to prevent such impact, as required in 15A NCAC 2H';.0200:
GENERATOR PROVIDED BY THE OWNER. A&St) tet.boS%... xr-
\
FORM: SIDS 06/94 Page 3 of 8

5. Specifythe loading rate recommendations as determined by the soils scientist (The Division will considered higher loading
rates in the dry months [June 1 September 30] depending on the soils scientist recommendations). If only one loading
rate will beproposed, that rate must be the most restrictive loading rate.. •
D_ry.Months (June 1- September 30) inches per hour; _35 inches per week
Wet Months (Octoberl - May 31) inches per hour; 3.5 inches per week ' • •
Recommended Maximum inches per year
6. For industrial wastewater, an analysis of nutrients, heavy metals totals, and synthetic organics must be provided along with.
appropriate calculations showing the loading rate, based on the most limiting constituent. The chemical analysis must
include, but shall not be limited to: -Total Organic Carbon, Biochemical Oxygen Demand, Chemical Oxygen Demand,
Chlorides; Phosphorus, Ammonia, Nitrates, Phenol, Total Trihalomethanes,�; Tonicity Characteristic Leaching Procedure'
Analyses, Total Halogenated Compounds, Total Coliforms, and Total Dissolved Solids.
What is the limiting non -hydraulic constituent for this waste? C g , C d Z pounds per acre per year of 1 . 2
i
7. Specify the square footage of the wetted irrigation area: 221, 284 8 ,a square feet,
and the cover crop: COASTAL BERMUDA
•
8. Specify the hydraulic loading rate that will occur on the spray irrigation field:
Dry Months (June 1 September 30) inches per hour, 2 inches per week
Wet Months (October 1 May 31) inches per hour; 2 ,' inches per week -
Maximum Application 1 0 4 inches per year
lbs. per acre per year of: (limiting constituent)
9. Is hydraulics the limiting constituent? • _ Yes; X No.
10. Specify the storage volume required by the water balance: 0 gallons; days
11. Volume of storage provided: 40 ,"0 0 0 gallons and yields: 30 • days
NOTE: Minimum thirty days required at the design flow rate.
12. If any of the applicable buffers noted in IV.16 are not being met, please explain bow the proposed buffers will provide
equal or better protection of the Waters of the State with no increased potential for nuisance conditions:
Al( b�,,�(. 4 .... .�.crL•�. cx�,� tklt'V.tL \\ vu .
13. The treatment and spray irrigation facilities must be posted and secured in some fashion to prevent unauthorized entry.
Briefl describe the measures being taken: � ee.� u.��\ s?s 0.—%AL(— .c_
( G,� \Fp t} - abi� reaun ��we to G �c } 1 prior to storage5 mg/L;
14. Is the treatment facility capable of treating a wastewate at�eas � (BOD5 30
TSS 5 30 mg/L; NH3 S 15 mg/L; Fecal Coliform S 200 colonies/100 ml)? 1 X • Yes - No. If No, what level of
treatment can be achieved?
15. Are treatment facility or spray fields located within 100-year flood plain? Yes X No. If Yes, briefly describe the
protective measures being taken to protect against flooding.
16. List the Field Number of any spray fields that are located in area where!the seasonal high water table is less than 3 feet
17. Describe the disinfection facilities that are being provided if domestic wastewater. N P w Chi,. _ . 4 o n t a c.t
ClieradR, 30 min Dentention, Chloiine Tablets.
below the surface?
FORM: SIDS 06/94 Page 4 of :8

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONMENTAL . MANAGEMENT UNLESS ALL OF THE1 APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
a. One original and four copies of the completed and appropriately executed application form.
•b. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5):
c. Five (5) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
include a general location map, a topographic map, a site map which indicates where borings or hand auger samples were taken, a
map showing the land application site, buffers, structures, and property lines; along with all wells, surface. waters (100-year flood
elevation), and surface drainage features within 500 feet of the land application site. Each sheet of the plans and the first page of
the specifications must be signed and sealed.
NSA d: Five (5) copies of an Operational Agreement (original and 4 copies) must be stibmitted if the wastewater treatment and disposal
facilities will be serving single family residences, condominiums, mobile homes, or 'town houses and if the subject facilities; will
be owned by the individual residents, a homeowners association, or a developer.
•
e. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must be submitted as a part of the supporting
documents which are signed and sealed by the NC Professional Engineer. Although certain portions of this required submittal
must be developed by other professionals, inclusion of these materials under the:signature and seal of a NC Professional Engineer
signifies that he has reviewed this material and has judged it to be,consistent with his;proposed design.
f. Five (5) copies of the existing permit if a renewal or modification.
For Single Family Systems (a through f above plus g. 1, 2; 3)
1) A letter from the local health department denying the site for any permit that the health department has the authority to issue.
2) A soils scientist report (signed) which describes the soil type, color, texture;through the B horizon, and recommended loading
rates with supporting calculations.
3) A signed and notarised Operation and Maintenance Agreement.
h . For Other Than Single Family (a through f above plus h. 1, 2, 3, 4, 5, 6)
1) A water balance analysis showing annual amount of wastewater that will need to be applied and the amount of land necessary
to receive the wastewater at the given loading rate. Storage requirements must be addressed and supporting calculations
provided.
•
•
2) A soils scientist report (signed) which includes texture, color, and structure of soils down to"a depth of seven feet, depth,
thickness and type of 'any restrictive horizons, hydraulic conductivity in the most restrictive horizon, Cation Exchange
Capacity (CEC), depth of seasonal high water table, soil pH, and soils map (if ,available):
3) For systems treating industrial waste or any system. with a design flow ;greater than 25,000 GPD a Hydrogeologic Reporl
providing the extent and lithologic character of the unconfined aquifer, transmissivity and specific yield of the unconfined
aquifer, thickness and permeability of the first confining bed, groundwater quality and direction of movement, and as
evaluation of impacts of the disposal system on water levels, movement and quality.
4) An agronomist report (signed) which states the type of vegetation that is planned for the spray "fields, along with managemen
and harvest schedules.
g:
5). Proposal for groundwater monitoring.
•
6) An analysis of the wastewater, including heavy Metals totals and synthetic organics, along with calculations for the mos
limiting constituents:
FORM: SIDS" 06/94 Page 5 of 8

DEC. 3.1993 8:58AM ENVIRONMENTAL MGMT
NO.310 •P.1/2
This form must be completed by the appropriate DEM regional office and included as a part of
the project submittal information.
INSTRUCTIONS TO NC •PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the surface waters that any overflowifrim the facility would flow toward)
in which this spray irrigation system will be constructed must be determined by the appropriate DEM regional office.
Therefore, you are required, prior to submittal of the application package; to submit this form, with items 1
through 7 completed, to the appropriate Division of Environmental Management Regional Water Quality Supervisor (see
page 8 of 8). At a minimum, you must include an 8.5" by 117 copy of the portion of a 7.5 minute USGS Topographic Map
which shows the location of this spray irrigation system and the downslope surface waters in which they will be located.
Identify the closest downslope surface waters on the attached map copy.- Once the regional office has completed the
classification; reincorporate this completed page and the topographic map into the complete
..... application form and submit the application package. i '
1. Applicant (specify name of the municipality, corporation. individual, etc.):
Lake Creek Corp., Bay Tree Lakes, Harrells, N.C.
2. Name & complete address of engineering fum: T. Robert Lyons & A s s o'c i a t e s ,
1125 East Morehead St._,Su. 210, Charlotte, N.C128204
Telephone number: ( 704 ) 358-8024
3. Projectname: Wastewater. Treatment Facility Expansion '
4. Name of closest downslope surface waters:. Golly Cr eek '
5. County(ies) where the spray irrigation system and surface waters are located: B 1!a d e n
6. Map name and date: White Lake, N.C. 1986
7. NC Professional Engineer's Seal, Signature, and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment
Name of surface waters: • ke.. 1 lA • C �.r 7i'Ce _ •
Classification (as established by the Environmental Management Commission):�'
Proposed classification, if applicable:
Signature of regional office personnel: �✓ , 11'
(All attachments must be signed)
064 4...
•uf
'4R E5''t�
1 'n all.
Coll
Date::. 9S~ /2 — 6.1 _
FORM: SIDS 06/94
Page 6. of 8

Name and Complete Address of Engineering Firm: T. R O B E R T L Y O N S J R.,
1125 EAST MOREHEAD STREET SUITE .210
City: CHARLOTTE State: NC
Telephone Number: ( 704 ) 358-8024
' Zip 28204
Professional Engineer's Certification:
I, T. R 0 B E R T. L Y 0 N S. JR. , attest that this application for
BAYTREE LAKES.. BLADEN COUNTY N C
has been reviewed by me and is accurate and complete 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 the applicable regulations. 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.
North Carolina Professional Engineer's Seal, Signature, and Date:
9
%°"4)1T:i
4 _Z�OG>
Applicant's Certification:
I, S T E V E J O N E S C D. - S` .,1iiteLt ,..\e,u. S� , attest that this application for BAYTREE LAKES
BLADEN 'COTTNTY N C
has been reviewed by me and is accurate and com
application are not complete' d that all requi
will be me
to to the'best of my knowledge. I understand that if all required parts of this
d upporting information and attachment's are not included, this application package
Date JTTNF. 5 7n•nn
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL .SUPPORTING INFORMATION AND
MATERIALS, SHOULD' BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA. DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING; UNIT
POST OFFICE BOX _ 29535
RALEIGH,NORTH � CAROLINA 27626-0535.^ ..�
a rf 0
TELEPHONE NUMBER: [phone] P� 0.
FAX NUMBER: [phone] I tN
o r.arP.2Ar5
c' � o
FORM: SIDS 06/94 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES -(11/93)
Asheville Regional WQ Supervisor
59 Woodfin Place
, Asheville, NC 28801
[phone]
Fax [phone]
Avery Macon
Buncombe Madison
Burke McDowell
Caldwell Mitchell
Cherokee Polk
Clay Rutherford
Graham Swain
Haywood Transylvania
Henderson Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301 -
[phone]
Fax [phone]
Anson Moore
Blades' Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax[phone]
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alamance
Alleghany
Ashe
Caswell
Davidson
Davie
Forsyth
Gifflford
Rockingham
Randolph
Stokes
Surry
Watauga
Wilkes
Yadkin
Beaufort
Bettie -
Camden
Chowan
Craven
Curritack'
Dare
Gates
Greene
Hertford
Hyde
Jones
Lenoir
Martin ..
Pamlico
Pasquotank
Perquimans
Pitt
Tyrell
Washington
Wayne
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Cabamrs
Catawba
Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
FORM: SIDS 06/94. Page 8 of 8
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
(919), 571-4700
Fax [phone]
Chatham
Durham
Edgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange ,
Person
Vance
Wake
Warren
Wilson
Wilmington. Region: WQ Supervisor
1 127 ,Cardinal Drive Extension
Wilmington, NC 28405-3845
1;[phone]
1:Fax, [phone]
!Brunswick New Hanover
.Carteret Onslow
Columbus Pender
' Duplin

Attachment No. 1
SPRAY IRRIGATION DISPOSAL SYSTEM
BAY TREE LAKES
BLADEN COUNTY, NC
1: BAR SCREEN-
2. EXTENDED AERATION UNIT-
3. STORAGE LAGOON-
4. CHLORINE CHAMBER-
S. 24 HOUR STORAGE BASIN-
6. INTAKE STRUCTURE-
7. PUMPING STATION-
8. STATION BUILDING-
9. SPRAY IRRIGATION FIELD-
JUNE 5, 2000
13'-6"x3'-8"x2'-8"
20,000 gpd
30 days @ 40,000 gpd
11'-4"x8'-4"0-4"
40,000 GALLONS
6-'0" DIAMETER
2 EA VERTICAL TURBINES
@176.2'TDH@7.5H.P.
8'-4"x12'-6"x7'-0"
5.08 ACRES; 24 FULL NOZZELS
& 5 HALF NOZZELS @ 50 PSI._
@16.3&7.5gpm.

I v
.

DATE:
CO.
DESIGN:
. 'rTZLL
CHEC
'T. ROBERT LYONS AND ASSOCIATES
• CONSULTING ENGINEERS
CHARLOTTE, N.C:.,
PH [phone] FAX [phone]
JOB:
"rgLAKES.:
SHEET
FOR. i
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JOB NO.
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FROM : BAY TREE LAKES
Micrcibac
PHONE NO. : 910 532 2283 Jan. 19 2000 01:15PM P1
® Microbac Laboratories, Inc.
FAYETTEVILLE DIVISION
817 CASTLE BAYNE STREET,
FAYETTEVILLE, NC 28303
[phone] / [phone] (FAX)
bttp://www.microbac.corn
NC #11
NC #37714
USDA #3787
CHEMISTRY • MICROBIOLOGY • FOOD SAFETY • CONSUMER PRODUCTS
WATER • AIR • WASTES • FOOD • PHARMACEUTIC:AL,S • NUTRACEUTICALS
CERTIFICATE OF ANALYSIS
CLIENT: Bay Tree Utilities
ADDRESS: Post Office Box 1029
Clinton, NC 28328
CONTACT PERSON: Mr. Steve Jones
ACCOUNT NUMBER: #IB026
SAMPLE ID: 1. Effluent - ID #99WE128914
2.
CERT 1288
DATE REM: 12/28/09 SAMPLED: 12/28/99
SAMPLED BY: W. Steedly
DELIVERED BY; W. Steedly
SAMPLE CODE: Waste Water, Grab
REFERENCE:
DATA REVIEWED BY--
DATE:..AEPORTED:, 01/13/00.•;
*44****************4*4**********44444*44**********4411-4*d'*4.+4444******44444 i4 **44******+44
AKALYSIS . r METHOD 3. 2
4444**********i****'r 4.4,4*+**********4-*********44**444***********41*****444444***.4*4***4.
CADMIUM (ppm) BPA 213.1 <0.05
CALCIUn,' pre - EPA 200.7 4.98
COPPER (ppm) EPA 220.1 <0.05
LEAD (ppm) EPA 239.1 <0.1
'MAGNESIUM (mg/L) EPA 242.1 1.48
NICKEL (mg/L) EPA 249.1 <0.06
NITRATE (mg/L) EPA 353.3 2.48
NITRITE (mg/L) EPA 353.3 _:�.Q:•.l, .�..,.....:......
NITROGEN, AMMONIA (mg/L) EPA 350.2 <0.14
NITROGEN, TOTAL KtRLDAHL (mg/L) EPA 351.2 2.38
PHOSPHORUS EPA 365.2 0.634
SODIUM (ppm) EPA 273.1 17.6
SOLIDS, TOTAL (1) SM3940G 0.01254
ZINC (pp:u) EPA 289.1 <0.05
=MEETS: < Less -than
.,v) 7.SGiy) t 2•Yg
• • 692 t- .v -7 f z . y�

T. ROBE•RT LYO.NS AND ASSOCIATES
CONSULTING ENGINEERS
Water/Wastewater • Land Development • Industry .,
June 21, 2000
NCDEM
Water Quality Section
Permits and Engineering Unit
Post Office.Box 29535
Raleigh, North Carolina 27626-0535
Re: Non-Discharge:Application
Spray Irrigation Disposal Systems
Wastewater Treatment Facility Expansion.
Bay Tree Lakes, Bladon County, N.C.
TRL&A Project No: 98911
Attn: Mr.. J.R. Joshi
Non -Discharge Permit Section
Gentlemen:
CE1VED
5 2000
FAYE i �
REG. OFFICE
We are sending to you five(5) copies of the following documents:
. _P.E.CEIVED
t_t1
+ P,TFR Oi i z, `TY
J•
Non-Dis harp Pgrmitsng
1. Non -Discharge Permit Application Form with Attachment #1 and check for $675.00
2. Plan sheets, #1 to #8, dated June:16, 2000
3. Technical Specifications, dated June 16, 2000
4. Calculation sheets, pages 1 to 17, Wastewater Treatment Facility Expansion, T:
Robert Lyons & Assoc.
5. 8 1/2"x14" Plan of Survey of property around Treatment Site and Spray Field by:
Charles L. Mattis; R.L. S:: dated May 15, 2000
One(1) copy is enclosed of the following documents:
1. Table I, Water Balance Determination
2. Soil Scientist Report, Land Management Group Inc., Wilmington, NC, dated
September 10, 1998
3. Agronomist'- Report, Mr. Rick Moms, NCDA & CS Regional Agronomist dated May'
2, 2000
i
4. Calculation sheet #1 for Annual Loading, T. Robert Lyons and Assoc:, dated May 15,
2000 with Effluent Analysis by Microbac Laboratories Inc., Fayetteville, N.C. . dated
January 13, 2000 reported.
A separate'Hydrogeologic Report is not enclosed. It is noted that'tle Soil Scientist Report
contains hydrogeologic data that may be sufficient for a private wastewater treatment
facility expansion.
1125 East Morehead Street, Suite 210 • Charlotte, North Carolina 28204 • Telephone704/3'58-8024 • fax [phone]

Mr. J.R. Joshi
Page 2
Groundwater monitoring,will--be accomplished in accordance with the requitements of
Section-13A; Permanent Observation Well and the detail on sheet 8 of the plans titled ,
"Detail Groundwater Monitoring Well."
If any further information is needed for approval please advise.
encl.
c: Mr. Steve Jones, Owner

TABLE I
WATER BALANCE DETERMINATION 0`;.• -'2-',, ;:..,.-,-....
FOR SPRAY IRRIGATION SYSTEM �I�'' i
BAY TREELAKES, BLADEN COUNTY, NC c_i:;�
Water Losses Water Applied - , nciri_Dis:6a e,,n;ttrig
(1) - (2) Total (3) .;.• ,(4) Total
EVAPO Percolation (1) + (2) Precipitation ' ' Effluent .(3) + (4)
Transpiration •: , Applied
(in) • (in) (in) (in) I (in) (in)
MONTH
January 0.7 17.3 18.0 8.1 i 9.9 18.0
February 0.6 17.3 17.9 2.1 ' 15.8 17.9
March 0.9 17.3 18.2 2.3 - 15.9 18.2
April 2.8 • 17.3 20.1 4.3 15.8 20.1
May 3.7 17.3 - 21.0 3.3 17.7 21.0
June 5.2 17.3 22.5 5.3 " , 17.2 22:5
July 6.2 17.3 23.5 3.7 19.8 23.5
August 6.3 17.3 23.6 4.8 - ; 18.8 23.6
September 3.8 17.3 21.1 17.7 3.4 21.1
October 2.2 17.3 19.5 7.0 12.5 19.5
November 1.5 17.3 18.8 0.5 18.3 18.8
December 0.5 17.3 17.8 1.8 + 16.0 17.8
Annual Totals 34.4 207.6 242.0 60.9 181.1 242.0
Notes:
(Column 1) Evapo-transpiration:
Data shown from Annual Climatological Summary by the NOAA Data Cener, Asheville, N.C. on May
12, 2000. Data measured at William O. Hughe Lock & Dam, Cape Fear River; Bladen County: .

Lat 34"50'N
Lon 78"50'W
Year: 1999 [Same year as for precipitation, col (3)]
(Column 2) Percolation:
Soils in the spray field area are Blanton/Baymeade from the soil and land study by Land Management
Group Inc. and some are Autoenary and Wagram soils according to the Bladen County soils survey.
The Bladen County Board of Health utilize the L.T.A.R. company in leiu' of percolation rate, therefore:
the percolation rate here was estimated by comparing the rate of the soil to a similar soil of a previous
project.
The previous project was the Cape Carteret/West Bouge Banks Spray Irrigation System and Water
Balance prepared in March, 1976. Soil was a Kureb sand which had a permability rate of 6 to 20
inches/hours.
The soils noted above all have the same permability rate of 6 to 20 inches/hours according to the
Bladen County Soil Survey, Table 14-Physical and Chemical Properties of the soils, pages 169-172.
Therefore a minimum annual rate of 208 inches is selected as was used for the previous project.
(Column 3) Precipitation:
1999 was determine to be the "worst in a 10 year" period as measured at the William O. Hughe Lock &
Dam as stated under column (1) above.
Conclusion:
1). The maximum amount of effluent to be applied to the site is 19.8 inches occurring in July, and the
maximum amount of effluent application occurred in January at 9.9. inches.
2). At the design application rate to the spray field of 2"/week or 8"/month, it does not appear that
storage beyond the minimum 30 days is required.
3). The site is relatively flat and suited for spray irrigation.
4). Cover crop will be coastal bermuda, which is very suitable for spray irrigation.
By.
T. Robert Lyoni Jr. E.
T. Robert Lyor & sociates
Consulting Engineering
Charlotte, NC

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FROM : RAIN BIRD AG
MI
Rain Bird®
Rain Bird Agri -Products Co.
633 W. Foothill Blvd.
Glendora, CA 91741.
Phone: [phone]
Fax: [phone] or [phone]
TO: Bob Lyons
DATE: February 18, 2000
RE:
Bob—
Precip. Rate:
Flow Rate:
Run Time:
Part Circle:
Feb. 18 2080 100: 51 AM. P 1
PHQNE NO. :732 74$ 0222
FAX
Claude Corcos
District Manager
Phone / Fax: [phone]
Cell Phone: [phone]
ccorcos@i ai nbird.com,
COMPANY:T.. Robert Lyons & Assoc.
FAX: C(704) 358-8025
PAGE 1 of
Bay Tree Lakes Sprayfield Project
� 1 ,
•
Here is another possiblility based on our conversation this morning:
Sprin
kler: Rain Bird #70 with 9/32" SBN-4 nozzle and plug50 Pressure:
Triangular acing with 90' between sprinkler heads and 90' between
Spacing: Triangular sp
lateral pipelines.
0.1938 -inches per hour
16.30 gpm per sprinkler at 50 psi will need to run 5
To dispose of 44,000 gallons of water in one day, you
sprinklers for roughly 9 hours. i
If you need s ome 1/z'circle sprinklers, use aiRain Bird #35 a �� psi and a
h a
3/16" nozzle. This will provide you with a fl4 wiof 7.2 gprn.
W
49' radius.
Again, feel free to call me if you have any additional questions.

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State of North Carolina
Department of Environment
and Natural ResourcesRECEIVED
Division of Water Quality
James B. Hunt, Jr., Governor Jet, 5 2000
Bill Holman, Secretary
Kerr T. Stevens, Director
FAYETTEVILLE
REG, OFFICE
STEVE JONES, PRESIDENT
LAKE CREEK CORPORATION
1000 BAY RIDGE ROAD
HARRELLS, NORTH CAROLINA 28444
Dear Mr. Jones:
June 29, 2000
A7A
CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Acknowledgement of Application No.
tr/a c 0 / 8 70,6
Baytree Lakes
Spray Irrigation
Bladen County
The Non -Discharge Permitting Unit of the Division of Water Quality acknowledges receipt of your
permit application and supporting materials on June 27, 2000.
Your application package has been assigned to Shannon Thornburg for a detailed review. The reviewer
will contact you with a request for additional information if there are any questions concerning your
submittal.
If you have any questions, please contact Shannon Thornburg at 919-733-5083 extension 353. If the
reviewer is unavailable, you may leave a message on their voice mail, and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES
ON THIS PROJECT.
Sincerely,
(kin')
Kim H. Colson, P:E.
Supervisor, Non -Discharge Permitting Unit
Cc: 4FayettevildeRea on l90ira erQ toy ; ec"tio
T.-Robert Lyons, Jr., P.E.
Permit Application File WQ0011757
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

'NON NPDES"FACILITY AND PERMIT DATA
UPDATE OPTION TRXID 50U KEY866&
06/29/00 11:59:11
PERSONAL DATA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE,-$ 1675.00 REGION
FACILITY NAME> LAKE'CREEK CORP.—BAYTREE LAKE2. COUNTY> BLADEN ; 06
ADDRESS: MAILING ('REQUIRED).:ENGINEER:..T..,ROBERT LYONS:, JR.,P.E.
STREET: 1000 BAY RIDGE_ROAD STREET: 1125 EAST MOREHEAD ST. STE 210
CITY: HARRELLS ST NC ZIP 28444 CITY: CHARLOTTE eST NC ZIP'28204
TELEPHONE [phone]
STATE CONTACT> THORNBURG,,
TYPE OF PROJECT> SPRAY IRRIGATION
DATE APP RCVD ,06/.27/0;0.
DATE ACKNOWLEDGED 06/29/.00
REG COMM REQS / /
REG COMM RCVD / /
ADD. INFO REQS / /
ADD INFO RCVD / /
END STAT 'APP' P 60:97/_'25/-G07
TELEPHONE: [phone]
FACILITY CONTACT STEVE JONES
LAT: LONG:'
N=NEW,M=MODIFICATION,R=REISSUE> N
DATE 'REVIEWED / [ RETURN, DATE / /
/ / NPDES#—
DATE DENIED ,
DATE'RETURNED
OT AG COM REQS.
OT AG COM RCVD
DATE ISSUED —
/ 'TRIB Q .0000 MGD
/ TRIB DATE— / /
/ { 1
/ • , DATE EXPIRE / /
FEE CODE( )1=(>1MGD) 2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=(S>30ff0A):,6=(S<=300A),
7=(SENDEL),,8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES 1 ASN/CHG PRMT
'ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS: - ! 1
MESSAGE: *** DATA ADDED SUCCESSFULLY'***

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FROM : BAY TREE LAKES
James A. Graham
(:ommis iontr•
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To: Mr, Steven Jones, President, Lake Creek Corporation .
• From: Rick Morris, NC:I}A&CS Regional Agronomist
. PHONE NO. : 910 532 22E:3 , May. 04 2000 02: 15PM P1
Date: May 2, 2000
Subject.; Agronomist Report
nrt j. (Iarolittn
attbs ( 1•10.1:rnrr
At3ni 1:nait: c
l)r. Itichard C. Reich
l)irc:Glnr
Lake Creek Corporation currently. has a permit that allows for,up to 20,000 gallons of wastewater
to be discharged into surface waters of the state. The company has applied for a new permit that
will require land application of up to 40,000 gallons of waste\ Ater per day.through spray
irrigation. I visited the site to determine. if it is suitable to receive wastewater.
Site Fvaluatioin
On 3/13/2000, I accompanied Mr. Steven Jones, of Lake Creek Corporation to the.proposcd land
application site to collect soil samples for the land application; permit. The site consists of 11.56
acres of coastal bermuda that were sprigged Iast spring. The Predominant soils on the site are
Wagram, Centenary and:Leon. Of. these, Wagram and.Centenaly,are hest suitedior coastal
bermuda. •
Standard soil test pror..Pdiire.s were used to assess nutrient, levels in the soil. Samples were
collectedfrom depths of 0••4 inches and 4-12 inches. The 4- to 12-inch samples were collected.
for background information only. The bermuda stand was fait,but appeared to be"Iacking in
• nutrition;
Reconirnandations
1. Crop Selection .
The current crop of coastal bermuda is adequate for the'propi)sed land application program.
Bermuda tolerates sodium levels from wastewater better than ,other crops; therefore, it should he.
the primary receiver crop for wastewater. A winter cover crop of rye.or oats should be planted
between Sept. 30 and C)ct.. 15 to serve as a scavenger crop for residual nutrients. These crops are
best suited to the site's soil, climate and econornic.condit.ions. 1f planting is timed 1)roperly,.t.he
following seeding rates will be sufficient: rye at 1-2 bushels/acre, or oats at 1-2 bushels/acre..
2. Crop Management
Hybrid bermuda is the more desirable typo of forage for this!' and application program. l did not
see signs of common berrnuda in the field, but if the owner x rishes to kill common bermuda in

FROM : BAY TREE LAKES
6
PHONE NO. : 910 532 2283 May. 04 2000 �02! 15PM. P2
the future, a herbicide program can be prescribed. I did find a number of volunteer hardwood
saplings in the field that should be bush -hogged before the site is managed for hay. Weecl control
is not mandatory with this land application program because weeds use nutrients. if weed control
becomes necessary, the local agronomist or county extensicm agent can help. Any cover crop
planted should be removed from the site before coastal bermuda comes out of dormancy.
Normally, coastal bermuda that is managed for hay is cut, baled, and removed from the site
approximately every 5-6 weeks. Your Cooperative extension agent or local agronomist may be
able to help you locate a hay farmer to assist with harvest.
3. Soil Testing
Soil samples should be submitted annually to a qualified laboratory for analysis. When
submitting soil samples from a waste application Site, always request a heavy metal analysis.
Samples pulled on 3/13/00 indicate a pH range of 6.4-6.5. The target pH for coastal bermuda is
6.5. The soil test lime recommendation suggest 0.5 ton/lime acre for sample number 1-4. The pH
in this case is so close to the target pH that the recommended lime application can be suspended
for this year. Whenever lime is applied, I strongly suggest the application of dolomitic lime
because it meets compliance. regulations and immobilizes heavy metals.
Recommendations are based solely on analyses of the 0- to 4-inch samples. Test results indicate
very low phosphorus, potassium and copper index levels. Since the wastewater contains low
levels of these nutrients, it is important to follow soil test report recommendations. Whether or
not Lake Creek Corporation elects to apply additional phosphorus or copper, I suggest applying
additional potassium at the rate of 180-2-10 lbs/acre. A fall application of 40-50 lbs/acre, while
not mandatory, will also help promote a healthy root. system. All Soil samples submitted have •
metal levels that arc within normal background levels and within DWQ guidelines.
4. Waste Application
The constituents of primary concern with.most land application programs are nitrogen, salts and
heavy metals. Lake Creek Corporation sends its wastewater effluent to Microbac Laboratories,
Inc., of lyayetteeille for analysis. The waste report I reviewed indicated very few nutrients as well
as metals. The current permit. under which Lake Creek Corporation is operating allows discharge
of 20,000 gals of waste water/day into surface waters of the state. The new permit that is being
pursued specifies a 4.0,000-gal/day application rate by spray irrigation.
Although the site contains 11.65 acres of coastal bermuda, only 5 acres of coastal can receive
waste water. This takes into account. a 50-ft buffer restriction around the perimeter of the field
and approximately 1.6 acres that have a spodic horizon and probably represent. a Leon soil. If
40,000 gallons per day is applied to 5 acres of coastal, that rate equates to 0.3 inch of wastewater
per day._ Application rates are subject to change., depending upon storage capacity and weather
conditions. I have not talked with the engineer working on this project to see what his projected
application rate will be. Therefore, I will use the 0,3-inch-water/day value to address nitrogen
and salt Concerns for this report.. Ponding of wastewater should not be a problem for the Wagram
and Centenary soils with this land 1ppliealiun taiel 111et.

FROM : BAY TREE LAKES
PHONE NO. : 910 532 2203$
May. ' 04 200602: 17PM P1
Bay Tree: currently has a 90-day temporary storage capacity for wastewater. If it receives the new •
permit, it will double the volume applied thereby reducing the storage capacity, Storage capacity
is essential to hold wastewater during periods of wet. weather.
5. Nitrogen and Sodium
Nitrogen and sodium will he the limiting elements in this land application program; although
nitrogen amounts are not high in the waste. The waste analysis from Microbac Laboratories .
indicates the total Kjcldahl nitrogen to be 3.22 ing/1, which egiiatc&to-0.026.8 lb of nitrogen .per
1000 gallons. A 40,000-gallon/day application rate would require application of 8000 gals of
waste water/acre/day. This further equates to a nitrogen loading rate of 0.2141b/day or 6.4
lbs/month if 0.3 in per acre per day is applied:
The agronomic rate of nitrogen that should be applied to hybrid bermuda ranges from 40--50
lbs/ton of hay removed. if the site is grazed, 25% of the total nitrogen from a hay production
standpoint is reduced. The soils on this site have thc potential to prOcluee 4 tons of hay per acre.
An additional 50 Ibs of nitrogen/acre can be applied for ovcrse ded crops.
The sodium in the wastewater was reported at 17.7 ppm, which'equates to 0.143 Ib of sodium per
1000 gallons. A. loading rate of 8000 ,gals/acre/day would apply about 1.14. lbs/acre/day or 34.23
lbs/acre/month of sodium. As these figures indicate, the primary receiver crop must be tolerant to
salt. Bermuda is tolerant, and soil test data do not indicate a sodium problem for this Iand .
application program. If the 40,000-gallon application rate is approved, I would monitor sodium
levels through plant and soil test data to determine if modifications in the application rate are
needed. If sodium begins to accumulate in the soil, gypsum may be recommended to displace.
sodium. -
The overall fertility of this site needs improvement before yields can be maximized: It. will take
approximately 200 lbs of nitrogen per acre to achieve a yield of 4 tans/acre. f do not believe
Lake Creek will be able to maximize yield because of the low nutrient volume in the. wastewater.
I would suggest that plant tissue samples be collected during the growing season to monitor the
ni overall health of the crop. Plant analysis ay.indicate the need' for; supplemental nutrition.
Summary
The Lake Creek Corporation land application site should be acceptable to receive wastewater
from the Bay Tree Lakes Residential Subdivision. Neither soil test nor wastewater reports .
indicate excessive Icvels of heavy metals or nutrients. The current nutritional levels on the land
-application site are poor; therefore, crop response will be slow initially. I have concerns that the
amount. of nutrition supplied through the wastewater will not be sufficient. Supplemental
'nutrition will probably he necessary.
The owners may consider applying my tc, 50 lbs of commercial nitrogen per acre in thc spring of
' the year when the potassium is broadcast. This practice helps the crop get off to good start. Such.
an application may provide the supplemental nutrition the crop; necds,without creating concerns
about nitrates in groundwater. I have enclosed a copy of' the publication 'ilermaciagraz
Mcrrtageinerir in INC., which you may find bench cial.

I wish you the best or luck with your land application program. If I can be of further agronomic
assistance, reel free to give me a call.
.r ;
Td NdE T : E13 EOC - i'
28EE Z2S 01E : 'ON 2NONd Sd>lU1 23ell ) JE : Wald

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MEMORANDUM
A-r f 3 G r h Ida roe
FA ye ft a Regional Office
FROM: V�GI/'�/� oGdv i c c
TO:
DIVISION OF WATER QUALITY
GROUNDWATER SECTION
SUBJECT: Application for Permit Renewal,
New Permit
RECEIVED
Al
1 2 2000
FAY ETTEVILLE
REG. OFFICE
Permit Amendment
Repair/Alteration of Exist Disposal System [DEHJ
COMMENTS:
Facility Name: 1,0 kC t - G"e t' k CO r� - ©a y i"- e,c LCG�,GS
County: -13 I rind z!h
Frf oLf%oh
Type of Project: p ray y
APPLICABLE PERMIT NO.s: WQ a s/ S 66 g GW O O 13
DEH A to C
EPA (CONST. GRANTS) UIC
_ The Groundwater Section has received ONLY ONE (ll copy of the referenced permit application. A copy of the
application should have been sent to your Regional Water Quality Supervisor, so please use that copy for
your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE LET ME KNOW.
The Groundwater Section has received ONLY ONE (ll copy of the referenced permit application. A copy of the
application should have been sent to , DEH's Regional Soil Specialist, so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
The Groundwater Section received two (2) copies of the referenced permit application. One copy of the application
documents we received is attached.
Please review the application materials for completeness. If you feel additional',information is necessary, please let
me know no later than Ta (y 1- i) 1°4a.. A copy of any formal request for additional information will be
forwarded to you.
If you do not need any additional information -to complete your' review, please provide your final comments by
7m (y 2 $ a0,90 . If you request and/or receive additional information, your final comments are due no
later than 14 days after you receive the additional information.
\6-98TRAN.SHL (rev. 6/22/98)

NON NPDES FACILITY AND PERMIT DATA 06/29400 11:59:11
UPDATE OPTION TRXID 50U KEY 8668'_,'
DATE ACKNOWLEDGED
REG COMM REQS
REG COMM RCVD
ADD INFO REQS
ADD INFO RCVD
+ END STAT_ APP-P
PERSONAL DATA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE-$ ,:675.00 REGION
FACILITY NAME> LAKE CREEK CORP.-BAYTREE LAKE2 COUNTY> BLADEN , 06
ADDRESS: MAILING (REQUIRED) ENGINEER: T. ROBERT LYONS, JR.,P.E.
STREET; 1000 BAY RIDGE ROAD STREET: 1125 EAST MOREHEAD ST. STE 210
CITY:.HARRELLS ST NC ZIP 28444 CITY: CHARLOTTE ST NC ZIP 28204
TELEPHONE [phone] TELEPHONE: [phone] '
STATE CONTACT> THORNBURG 'FACILITY CONTACT STEVE JONES
TYPE OF PROJECT> SPRAY IRRIGATION LAT: LONG:1
DATE APP RCVD 06/27/00 N=NEW,M=MODIFICATION,R=REISSUE> N
06/29/00 DATE REVIEWED RETURN, DATE / /
/ /
/ /
/ /
/ /
09/25/00
DATE DENIED
DATE RETURNED
OT AG COM REQS
OT AG COM RCVD
DATE ISSUED
NPDES
TRIB Q' .0000 MGD
TRIB DATE- / /
DATE EXPIRE / /
FEE CODE()1=(>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=:(S>300A)1,6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES "ASN/CHG PRMT
ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS:
MESSAGE: *** DATA ADDED SUCCESSFULLY•***

State of North Carolina_
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
June 29, 2000
STEVEJONES, PRESIDENT
LAKE CREEK CORPORATION
1000 BAY. RIDGE ROAD
HARRELLS, NORTH CAROLINA, 28444
Dear Mr. Jones: y
The Non -Discharge Permitting Unit of the Division of Water Quality acknowledges receipt of your
permit application and supporting materials on June 27, 2000.
Your application package has been assigned to Shannon Thornburg for a dl tailed review. The reviewer
will contact you with a request for additional information if there are any questions concerning. your
submittal.
r I
If you have any questions, please contact Shannon Thornburg at 919-733-51083 extension 353. If the
reviewer is unavailable, you may leave a message on their voice mail, and they will respond promptly.
•
•
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN;MAKING INQUIRIES
ON THIS PROJECT:
NORTH' CAROLINA DEPARTMENT OF
ENVIRONMgENT;AND NATURAL RESOURCES
t �
Subject: Acknowledgement of Application No.
WQ001860
Baytree Lakes
Spray Irrigation
Bladen Co°unty
I
Sincerely, I
1(.k,*()
Kim H. Colson, P:E J
Supervisor, Non -Discharge Permitting Unit
Cc: Fayetteville Regional Office; Water Quality Section
T. Robert Lyons,•Jr.; P.E.
Permit Application File WQ0011757
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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