WQ0002829_Modification_20080814

.OF W A TF9 Rti EKED 1 DENR I M
Q[� Q AQUIFFR'PRnTF(;110W gF0Tj0N
G State of North Carolina
� AUG 14 200a. Department of Environment and Natural Resources
o Division of Water Quality
RECLAIMED WATER NON -CONJUNCTIVE SYSTEMS APPLICATION
a
FORM: RWNCS 12-06
(THIS FORM HAY BE pHOTOCOPIED FOR USE AS AN ORIGINAL)
1. GENERAL INFORMATION: Application Number: (to be completed b) DW'Q)
1. Applicant's name (See Instruction A): KDHWWTP LLC'
Applicant type: ❑Individual
® Corporation ❑ General Partnership ❑Privately Owned Public Utility
❑ Federal ❑ State
❑ Municipal ❑county
Signature authority's name: Qeorge E. Goodrich
�(per 15A NCAC 2T 01061 Applicant's mailing address: P.O. Box Title: Manaein¢ pier
City: Kill Devil Hills State: hK Zip: 948-
Telephone number. QQ 442-MA Fax number: = 412- Email Address: eddieeoodrich&hWer aP.
2. Facility name (name of the subdivision, shopping center, etc.): KDHWWTp LL
Facility's physical address: 601 St. Georee Rnarl
Bermuda BLty
City: Kill Devil Hills State: NC Zip:27
�8- County: Dare
Wastewater Treatment Facility: Latitude: 3 °
10' L" Longitude: -L5° 4Q' L3 USGS Map Name: Manteo
3. Consulting Engineer's name: Michael W. Robinson
License Number. 18�4 Firm: Self
Engineer's mailing address: H 03-D Cambridge Road
City: Kill Devil Hi is State: NC Zip: 27 9 -
Telephone number. ( 5?) 255-IQ26 Fax number: = 442-5_Q0 Email Address: mrobLnsonalandmark nc com
4. Consulting Soil Scientist's name: >� License Number:
Firm:
Soil Scientist's mailing address:
City: State: Zip:
Telephone number: (_- = Fax number:
(� _ -- Email Address:
5. Consulting Geologist's name:
� License Number. Firm:
Geologist's mailing address:
City: State: Zip:
Telephone number. (— = Fax number.
(---) = Emai] Address:
6. Consulting Agronomist's name: n/a Firm:
Agronomist's mailing address:
City: State: Zip:
Telephone number: (� = Fax number: ``n
(—) -- Email Address: C� I H \y/
III I AUG 2 8 2008 1
;TON REG10NAL0FFICE
DWQ
FORM: RWNCS 12-0F -

II. PERMIT INFORMATION:
I. Project is: ❑ New Major Modification
Minor Modification
2. Fee submitted: 95 (See in
C Existing,Permit No.: W 0 2 9 issue date: J the 16, 2006
Q�$2,
3. Facility status: Existing proposed
Was this system approved for reclaimed disposal under 15A NCAC 2H .0219(k)7 ® Yes or ❑ No
4. Does this project utilize: ❑ public funds and/or ® private funds; ❑ public lands and/or ❑ private lands
5. What is the status of the following appropriate permits/certifications?
Permit/Certiikation Submitted Approved Permit/CertiBcation No, Agency Reviewer
Erosion & Sedimentation
Control Plan n/a
Nationwide 12 or 404 n/a
Wetlands 401 n/a
Stormwater Management Plan n/a
Dam Safety n/a
Sewer System n/a
Other:
6. Does the project comply with all setbacks found in the river basin rules (15A NCAC 2B .0200)7 ® Yes or ❑ No
If no, list non -compliant setbacks:
PODNA. DxIn.TrCi III ni

III. INFORMATION ON WASTEWATER GENERATION:
1. What is the origin of the wastewater (i.e., school, subdivision, hospital, municipality, shopping center, industry, apartments,
condominiums, etc.)? KDHWWTP Service District Area with the Town of Kill Devil Hills Dare County North Carolina
2. Volume of wastewater flow for this project: 660,000 gallons per day (GPD)
3. Explanation of how wastewater flow was determined (15A NCAC 2T .01 14(c)):
Type of Establishment Basis of Flow Flow Per Unit Number of Units Total
n/a Gal lons/
Gallons/
Gallons/
Gallons/
Gallons/
Gallons/
Gallons/
Total I
4. Nature of wastewater: ® 100% Domestic Waste (residential, commercial, etc)
❑ 100% Industrial
❑ Combination of Industrial and Domestic Waste: % Domestic % Industrial
❑ Municipal waste (town, city, etc.)
Is there a Pretreatment Program in effect? ❑ yes or ❑ No
5. Wastewater characteristics (See 15A NCAC 2T .0906(a)):
POT? XA• D un.rno In n--

IV. GENERAL PROJECT INFORMATION:
1. Brief project description: Re -rating of existing 500,000
od wastewater treatment facidly
2. In accordance with 15A NCAC 2T .0901 and .0910, what is the intended beneficial utilization of this reclaimed water?
Irrigation of green spaces and landscanine
3. In accordance with 15A NCAC 2T .0912, provide the minimum distance in feet from the facility's utilization system and
treatment/storage units to each parameter (distances greater than 500 feet may be marked N/A):
Setback Parameter Utilization System Treatment/Storage
Any habitable residence or place of assembly under separate ownership or not Units
to be maintained as Dart of the project site
185 ft.
Any private or public water supply source
Surface waters (streams — intermittent and perennial, perennial waterbodies, n/a
and wetlands not classified SA n/a
Surface waters (streams — intermittent and n/a
and wetlands classified SA perennial, perennial waterbodies,
n/a n/a
Any well with exception of monitoring wells
n/a n/a
Any property line
50 ft
4. The treatment and disposal facilities must be secured to prevent unauthorized entry. Details and notations of restricted access
measures shall be shown on submitted plans and specifications Briefly describe the measures being: Enclosed building
5. What is the 100-year flood elevation? nA/ feet mean sea level. Source: located in X zone - FE A
✓ Are any treatment units or utilization areas located within the 100-year flood plain? ❑ Yes or ® No
If yes, briefly describe which treatment units and/or utilization areas are affected: and the measures being taken to
protect them against flooding:
If yes, does the Applicant have documentation of compliance with § 143 Article 21 Part 6? ❑ Yes or ❑ No
6. Method to provide system reliability per 15A NCAC 2T .0908(h) (See Instruction R): See report section 3.2
7. A certified operator of a grade equal or greater than the facility classification is on call 24 hrs/da
8• What is the specified method of disinfection? UUy ®Yes or ❑ No
✓ If chlorine, specify detention time provided: minutes (30 minutes minimum required). Please indicate in what
part of the wastewater system chlorine contact time occurs (i.e. chlorine contact chamber):
✓ If ultraviolet (UV), specify the number of banks: 4 total lamps. and maximum capacity:1 00
9. How many days of residuals storage are provided (15A NCAC 2T .0908 n ? 5 � oao �m
10. Is duality provided for all treatment units per 15A NCAC 2T .0908(c)? ® Yes or ❑ No
11. Is there continuous online monitoring and recording of effluent for turbidity? ® Yes or ❑ No
12. Is lined 5-day upset storage provided? ❑ Yes or ® No
13. Does the 5-day upset storage have restricted access? ® Yes or ❑ No
14. Is aerated flow equalization of at least 25% average daily flow provided? ® Yes or No
i
FORM: R WNCIQ t i_nz

V. DESIGN INFORMATION FOR NEW OR MODIFIED
PORTIONS OF THE WASTEWATER TREATMENT FACILITY
1. Type of treatment system (fixed film, suspended growth, etc): Fixed growth activated sludge
2. Provide the number and dimensions of each treatment unit, and provide their location in the specifications and If
item is not applicable, do not fill in the requested information:
plans. an
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 Manufacturer Dimensions (ft)
of Units or Material
Volume Plan Sheet Specification
/ S acin s in
Bar Screen 2 3' x 5'8"/ 0.875
allons Number Pa a Number
Aluminum
0.66 .66 mgd 17-C2 5-2
Flow Equalization 7 Concrete
varies
199,325 gal 17-C2 5-2
Select
Select
Select
b. PRIMARY TREATMENT (i.e., Physical operations such as fine screening and sedimentation to remove floating and
settable solids):
Treatment Unit Number Manufacturer Dimensions (ft)
of Units
Volume Plan Sheet ification
or Material / S cln s min
allons Number Number
�P!�ae
Select
Select
Select
c. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical
processes to remove organics and nutrients)
Treatment Unit Number Manufacturer
of Units or Material Dimensions (ft)
Volume Plan Sheet S pecificat'on
Aeration Basin 5 Concrete
allons Number Pa a Number
622,000 gal
varies
total 17-C2 5-3
Clarifier 2 Concrete 55'x21'x10.25' 1
1821000 gal
17-C2
total 5-3
Rapid Sand Filters 2 Concrete 156 sq. ft. each
3.34
gpm/sgft at 17-C2 54
PHF
Clearwell 1 Concrete 24' x 40.5' x
50,000 gal
12.75'
total 17-C2 5-4
Mudwell 1 Concrete 9.5 'x 33'x
20,000 gal
12.75'
total 17-C2 5-4
Select
Select
Select

d. DISINFECTION
Treatment Unit
Number
Nth
Ultraviolet
4
Select
Select
e. RESIDUAL TREATMENT
Treatment Unit
Number
of Units
Aerobic Digester
2
Select
Select
f. PUMPS
Location
Number
of Pum s
EQ
2
Filter dosing
2
Clearwell
2
Mudwell
2
Clarifier
2
Digester
I
g. BLOWERS
Location
Manufacturer Volume
or Material Dimensions (ft)
allg
Severn Trent 11'x3' each unit 400,00d
each
Manufacturer
or Material Dimensions (ft)
concrete 33'x27'x12.75'
each x 2
Volume
allons
71,655
total
Plan Sheet Specification
Number Page Number
17D-3 5-5
Plan Sheet=Nu
Number Page
17c-2 5-5
Purpose
Filter
Manufacturer /
Ca aci
Plan Sheet
Specification
Tye
GPM
TDH
Number
Pa a Number
Flow eq
Hydromatic
416
20
17c-2
5-6
dosing
Hydromatic
522
12
17c-2
Backwash
5-6
filters
Hydromatic
957
40
17c-2
5-6
Sludge
return
Hydromatic
280
20
17c-2
5-6
Sludge
return
Hayward
600
5
17c-2
5-6
decant
Hydromatic
450
12
17c-2
5-6
No. of
Blowers
Units S
Served
Manufacturer /
Capacity
Plan Sheet
Specification
T
CF'M
Number
Pa a Number
4
Aeration and eq
Roots URAI
1500
17c-2
each
5-6
1
Aeration and eq
Lamson
800
17c-2
5-6
1
Air scour
Roots URAI
468
17c-2
5-6
FOP NA. A \I/xTc o in ni

h. MIXERS
Location No. of erved Manufacturer / Power
Mixers Units ST
i. RECORDING DEVICES & RELIABILITY
Device
Number Maximum
of Units Ca aci
Turbidimeter
I n/a
Odor Control
I n/a
Select
Select
Select
Manufacturer Location
1Mi
Scientific
crol TPrior to UV
OL
Hendron At eq
4
Plan Sheet Specification
Number Page Number
Plan Sheet Specification
Number I Page Number
17c-2
17c-2

V1. DESIGN INFORMATION FOR STORAGE IMPOUNDMENTS
1. Provide the number of earthen impoundments in the system: /a/a
2. Are any impoundments designed to receive adjacent surface runoff? ❑ Yes or ❑ No
If Yes, please specify which impoundment: and the drainage area: ft'.
3. Are impoundment(s) designed to include a discharge point (pipe, emergency spillway, etc)? ❑ Yes or ❑ No
4. Provide the design measures proposed for impoundment liner protection from wind driven wave action:
5. Provide the location of each design element in the specifications and engineering plans for each storage unit:
Storage Impoundment
Plan Sheet
Number
6.
7.
8.
9.
Liner material (15A NCAC 2T .0908(f) and (g))7
Liner installation and testing requirements
S nthetic Cla
Concrete I Steel
Inside berm surface dimensions (L x W x H)
ft ft ft
Bottom dimensions (L x W)
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
gallons
Design freeboard
Depth of minimum liquid level (above permanent
liquid level
ft
ft
Effective volume provided **
ft, gallons
Specification
Page Number
Effective storage time provided days
* NOTE: The liner shall be protected from impacts of the seasonal high water table as necessary.
** NOTE: The storage volume should be calculated between the top of an
pipe) and maximum allowable liquid level in the impoundment permanent liquid level (as indicated by outlet
Provide the number of 5-day upset impoundments in the system:
Are any 5-day upset impoundments designed to receive adjacent surface runoff? ❑ Yes or ❑ No
If Yes, please specify which impoundment: and the drainage area: ft.
Are the 5-day upset impoundment(s) designed to include a discharge point (pipe, emergency spillway, etc)? [l Yes or ❑ No
Provide the design measures proposed for the 5-day upset impoundment liner protection from wind driven wave action:
4
r./-%,,.I- - - - - - --

10. Provide the location of each design element in the specifications and engineering plans for each storage unit:
5-day Upset Impoundment Plan Sheet Specification
Liner material (15A NCAC 2T .0908(f))? S Cla Number Pa a Number
�nthetic
Concrete Steel
Liner installation and testing requirements
Inside berm surface dimensions (L x W x H) ft
ft ft
Bottom dimensions (L x W) 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 ft'
gallons
Design freeboard
ft
Depth of minimum liquid level (above permanent
Effective volume provided
gallons
Effective storage time provided
days
* NOTE: The liner shall be protected from impacts of the seasonal hi
gh ** NOTE: The storage volume should be calculated between the to of any
per table necessary.
. pile) and maximum allowable liquid level in the impoundmenty permanentt liquid level (as indicated by outlet
r
F(lI?Aii. DIli rx lCl ,- -,

VII. DESIGN INFORMATION FOR UTILIZATION SYSTEM
1. The utilization system is: ® Spray Irrigation
❑ Drip Irrigation
2. Utilization system is: ® existing ❑ proposed.
3. If applicable, provide the location of each design element in the specifications and engineering plans:
Uliza tition Pump Tank Plan Sheet Specification
Number Pa a Internal dimensions (L x W x H or (p x H) ft ft ft Number
Total volume W
gallons
Dosing volume W
gallons
Audible & visual alarms
Equipment to prevent utilization during rain events
4. List any equipment (note sheet number of the plans or page number in the specifications) l� ) not specifically mentioned above
(pump hoist, odor control equipment, etc.):
5. Loading rates recommended by the Soil Scientist Evaluation:
Fields within Recommended Loading Recommended Loading If Seasonal,
Soil Series Soil Area Rate Rate Loading list
(in/hr) On/yrl Recommended appropriate
months
❑ Annual
Seasonal
❑ Annual
Seasonal
❑ Annual
Seasonal
❑ Annual
Seasonal
❑ Annual
Seasonal
6. Design loading rates are equal or less than the loading rates recommended by Soil Scientist? ❑ Yes or ❑ No
If No, explain why 15A NCAC 2T .0908(m) is not met:
7. In accordance with 15A NCAC 2T .0910(ax1) and (bxl), how will the public and/or employees be notified of the use of
reclaimed water?
8. In accordance with 15A NCAC 2T .0910(a)(3), what education materials will be provided to property owners of utilization
sites not owned by the generator?
I
L7/1T11 l_---,.-... __ -

9. Provide the following location information for the approximate center of each utilization field ; zone-
Method of measurement?
Datum?
FORM- 1? XITKTIILI In n,

10. Utilization Design (fill in the appropriate information for either a spray, or drip utilization system):
a. Spray Utilization:
FORM: RWNCS 12-06

b. Drip Utilization:
FORM' R«/ATPQ in nr

1 1. Cover crop information:
Use the Nutrient Management in North Carolina's Realistic Yield Expectations webpage
htt•/iwww.soil ncsu edwnmp�ncnmw
Yields'indexphp#�) to determine the PAN (lbs/acre) and Phosphorus removal
(lbs/acre) rates for each cover crop.
Cover Crop I Soil Series I % Slope Nitrogen Removal Rate
✓ Proposed mineralization rate: and volatilization rate:
✓ Utilization area based upon the nitrogen balance: ft2
✓ Utilization area based upon the phosphorus balance: i}-
✓ Utilization area based upon the water balance
✓ Utilization sites are: ❑ hydraulically limited
0
fl
❑ nutrient limited
Phosphorus Removal
Rate (lbs/arre)

Professional Engineer's Certif cation:
I,ichael W Robin n P F
Treatment Plant 660,000 attest that this application for KD1-IWWTp, LLC, Wastewater
gpa s, Rating has been reviewed by me and is accurate, complete and consistent with the information
supplied in the engineering Plans, calculations, and all other s
that to the best of my knowledge the uPP°rt1°g documentation to the best of my knowledge. I further attest
instructions as well as all applicable proposed design has been prepared in accordance with this application package and its
this submittal regulations and statutes. Although other professionals may have developed certain portions of
package, inclusion of these materials under my signature and seal signifies that I have reviewed this
judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-21
Person who knowinglymaterial and have
makes any false statement representation, or certification in an 5.6B, any
2 misdemeanor, which may inchide a fine not to exceed $10,000 as well as civil i application Page shall be
penalties up to guity of a Class
North Caro*'
� si ture and 525,000 per violation
O '� n 1� date:
rut n
Applkant's Certiption (signing snthority must be in complisnee with 1SA NCAC ZT .0106(b)):
attest that this application for KDHWW'I'p, LLC, Wastewater Treatment Plant 660,000
me and is accurate and complete to the best of my knowledge. I gAd Re -Rating has been reviewed by
system to surface waters or the land will understand that any discharge of wastewater from this non-disch
and/or criminal rQsult in an immediate enforcement action that may include civil � prosecution. I will make no claim against the Division of Water y Pees, �Uurnctive relief, I also understand that if all required parts of this application that
should a condition of this permit be violated.
and atiachments arc not Included,Page are not completed and that if all required
any affiliate has not been convicted ofan an - package will be not
to me as incomplete. I fiuther certify rting information
not have an outstanding civil vn'onmental crime, has not abandoned a wastewater facilityfY that the a�licant or
schedule, and do not have an 1�1ty where all appeals have been exhausted h Proper closure, does
y overdue annual fees under Rule 2T .0105. Note: are compliant with any active c Omplianee
and 143-215.6B, any parson who knowingly makes any false accordance with NC General Statutes 143-215.6A
shall be guilty of a Class 2 misdemeanor, which Dt' rep tlon, or certification in any application package
include a &ne not to exceed $10'000 as well as civil penalties up to $25,000 per
violation.
Signature: owe
Date:
FORM: RWNCS 12-06
Page 19

EXISTING WASTEWATER TREATMENT AND DISPOSAL PERMIT
PERMIT NUMBER WQ0002829
ISSUED JUNE 16, 2006
AADF = 500,000 GPD

o�C,- VV AT
9QG Michael F. Easley, Governor
Vj William G. Ross Jr., Secretary
> [ North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 16, 2006
GEORGE E. GOODRICH — MANAGING PARTNER
KDHWWTP, LLC
POST OFFICE BOX 3629
KILL DEVIL HILLS, NORTH CAROLINA 27948
Subject: Permit No. WQ0002829
KDHWWTP, LLC
Wastewater Treatment, High Rate
Infiltration and Low Rate
Reclaimed Infiltration and
Irrigation Facilities
Dare County
Dear Mr. Goodrich:
In accordance with your permit wodification request received January 17, 2006 which was
returned for failure to provide additional information, and the resubmittal received April 6, 2006 and
subsequent additional information received May 4, 2006 and May 23, 2006, we are forwarding herewith
Permit No. WQ0002829, dated June 16, 2006, to KDHWWTP, LLC for the construction and continued
operation of the subject wastewater treatment, high rate infiltration facilities and low rate reclaimed
infiltration and irrigation facilities.
This permit shall be effective from the date of issuance until May 31, 2009, shall void Permit No.
WQ0002829 issued June 21, 2004, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish
an adequate system for collecting and maintaining the required operational information will result in
future compliance problems.
Please pay particular attention to Conditions 11(14), which prohibits the irrigation of reclaimed
water onto any impervious surfaces. Please also note that High Rate Infiltration Beds 2 and 8 have been
removed from the permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
Non Car
Wt!!o ina
A lYl
qui— Protection Section 1636 Mail Service Center Raleigh. NC 27699-1636 Phone [phone] Customer Service
httpJ/www.newaterquality.org 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50%Rceycled/10%post Consumer Pacer Fax [phone]

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER TREATMENT, HIGH RATE INFILTRATION SYSTEM, LOW RATE
RECLAIMED INFILTRATION, AND RECLAIMED IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter. 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
KD][T<WTP, LLC
Dare County
FOR THE
continued operation of a 500,000 gallon per day (GPD) wastewater collection, treatment and hi
infiltration disposal systems high rate
(based on a loading rate of 10 GPD/SF) consisting of a manually cleaned bar
screen; a 118,000 gallon aerated flow equalization basin; three (3) 37,000 gallon aerated flow equalization
basins; (3) 43,000 gallon aerated equalization basins (cumulative flow equalization volume of
approximately 197,000 gallons); two (2) flow equalization pumps (416 GPM aQ 20' TDH); a flow splitter
box; three (3) 104,000 gallon aeration basins; two (2) 155,000 gallon aeration basins; two (2) 91,000
gallon clarifiers; a 50,000 gallon clearwell with two (2) pumps (957.
filters each with a 156 8Pm @ 40' TDH), two (2) rapid sand
square foot (f) surface area (rated at 1.11 gpm/ft ); a 35,000 gallon filter dosing
tank with two (2) filter dosing pumps (833 gpm Q 25' TDH)
pumps (280 gpm (a� 20' TD ; a 20,000 gallon mudwell with two (2)
H); a 142,000 gallon aerated sludge digester; five (5) aeration blowers rated at
800 cubic feet per minute (cfin); an air scour blower rated at 781 c
LTV disinfection banks each rated at 400,000 10
( GPD; ten �' a IV>1croTolm turbidimeter; four (4}
) Pumps (three (3) 7.5 hp and seven (7) 15 hp);
ten (8) high rate infiltration beds with a cumulative disposal area of 58,681 ft ; a 10-inch butterfly valve
with electric actuator (automatically closes when turbidity exceeds 10 NTU)° an Ultra Mag® flow meter, a
2,000 gallon pump station with dual 7.5 hp pumps and alarms; two (2) interconnected low rate reclairned
infiltration ponds with a cumulative disposal area of 91,465 112 a stand-by power system consisting of a
45 kW generator; 115 kW generator;
construction and operation of an Ultra Mag® flow meter -
two (2) pumps (one (1) 25 hp and one (1) 3 hp); 24, an irrigation system pump station consisting of
.55 acres of seven (7) reclaimed irrigation zones for a
total treatment capacity of 500,000 GPD and a total disposal facility of 500,000 GPD to serve
KDHWWTP, with no discharge of wastes to the surface waters, pursuant to the application received April
6, 2006, and subsequent additional information received by the Division, and in conformity with the
project plan, specifications, and other supporting data subsequently filed and approved by the Department
of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until May 30, 2009, shall void Permit No.
WQ0002829 issued June 21, 2004, and shall be subject to the following specified conditions and
limitations:

11. The following buffers shall be maintained:
a. 50 feet between wastewater treatment units and property lines,
b. 100 feet between wastewater treatment units and wells,
c. 10 feet between high rate infiltration unit and any on -property residential units that are to be
sold (e.g., condominiums, subdivisions),
d. 500 feet between high rate infiltration unit and any impounded public surface water supply or
public shallow (less than 50 feet deep) ground water supply,
e. 100 feet between high rate infiltration unit and any private or public water supply source,
f. 200 feet between high rate infiltration unit and any streams classified as WS or B,
g. 200 feet from mean high water between high rate infiltration unit and any "SA" or "SB"
classified surface waters,
h. 200 feet from normal high water between high rate infiltration unit and any other stream,
canal, marsh, or coastal waters,
i. 200 feet from normal high water between high rate infiltration unit and any Class I or Class II
impounded reservoir used as a source of drinking water,
j. 200 feet between high rate infiltration unit and any other lake or impoundment,
k. 200 feet between high rate infiltration unit and any Drainage systems (ditches, drains, surface
water diversions, etc.) and from any groundwater lowering and surface drainage ditches,
1. 50 feet between high rate infiltration unit and property lines,
m. 50 feet between high rate infiltration unit and public right of ways,
n. 100 feet between low rate infiltration pond and water supply wells,
o. 100 feet between low rate infiltration pond and waters classified as SA,
p. 25 feet between low rate infiltration pond and surface waters not classified as SA,
q. 50 feet between reclaimed water storage/irrigation ponds and property lines.
r. 100 feet between irrigation areas and water supply wells,
S. 100 feet between irrigation areas and waters classified as SA,
t. 25 feet between irrigation areas and surface waters not classified as SA.
12. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn
the public or employees that the water is not intended for drinking. Where appropriate, such
roaming shall inform the public or employees to avoid contact with the water.
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded,
taped, or otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED
WATER — DO NOT DRINK" or be installed with a purple (i.e., Pantone 522)
identification tape or polyethylene vinyl wrap. The warning shall be stamped on opposite
sides of the pipe and repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLA DIED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines,
fastened at least every 10 feet to each pipe length and run continuously the entire length
of the pipe.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
Operation by authorized personnel only.
3

1
13. A protective vegetative cover shall be established and maintained on all earthen basin
embankments (outside toe of embankment to maximum pumping elevation), berms, pipe runs,
erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation
shall not be allowed to grow on the earthen basin dikes or embankments. Earthen basin
embankment areas shall be kept mowed or otherwise controlled and accessible.
14. The reclaimed water shall not be irrigated onto any impervious surfaces.
15. The following application rates for the high rate infiltration system (Spray Beds 1-A through 7-13)
and low rate reclaimed infiltration system (Ponds 1 and 2) shall not be exceeded:
Disposal Site
I -A
I-B
3
4
5
6
7-A
7-B
Ponds 1 and 2
Spray beds 1-A
conditions.
Area
12,000
12,000
2,827
5 027
2 827
9,000
7,500
7,500
91,465
and 1-B shall only
Maximum Volum
GPD
0
0
26,715
47,505
26,715
85,050
70 875
70,875
136,283
received treated wastewater
Design Loading Maximum Loadinf
Rate Rate
GPD/ftZ z
GPD/ft
0 10
0 10
9.45 10
9.45 10
9.45 10
9.45 10
9.45 10
9.45 10
1.49 1.5
during treatment plant upset
16. The following application rates for the low rate greenspace irrigation system shall not be
exceeded:
Irrigation Zone I Wetted Area Dominant Soil
Series
1
4.60
Ousle
2
6.47
Corolla
3
3.27
Corolla
4
5.62
Ousle
5
0.94
Newhan
6
1.65
Ousley
7
2.00
Newhan
Loading Rate
m/hr
Loading Rate
in/
1.0
118
1.0
118
1.0
118
1.0
118
1.0
118
1.0
118
1.0
118
5

The effluent from the subject facilities shall be monitored, by the Permittee, at a point prior to
high rate infiltration for the following parameters:
* 2/Week sampling frequency only during the months of June through August. During the
remainder of the year, these parameters shall be monitored monthly.
** Triannually sampling shall be conducted during March, July and November.
If Groundwater sampling indicates or predicts problems with compliance with of the
Groundwater Standards, this permit will be modified to include additional and/or more
restrictive limitations.
b. Low Rate Reclaimed Infiltration Ponds:
Parameter
Flow'
BOD5 (5-day, 20°C)
NH3 as N
TSS
Fecal Coliform
-Turbidity10
Monthly Average b
136 283 GPD
10 mg/1
4 rng/1
5 m
14 100 ml°
Daily (Instantaneous)
Maximum d
15 mg/1
6 mg/1
to m
25 per 100 ml
g
The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
The volume applied into Low Rate Reclaimed Infiltration Ponds 1 and 2 shall be
determined by subtracting the volume removed for irrigation from the total volume
received by the pond.
b
Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples
collected during the reporting period.
Monthly average for fecal coliform shall be the geometric mean of all samples collected
during the reporting period.
d
Daily maximum shall be the maxi
period.mum value of all samples collected during the reporting
7

Adequate records shall be maintained by the Permittee tracking the amount of wastewater
disposed. These records shall include, but are not necessarily limited to the following
information:
a. Date and time of disposal,
b. Volume of wastewater irrigated,
c. Zone irrigated,
d. Length of time zone is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f. Weather conditions.
6. A record shall be maintained of all residuals removed from this facility. The record shall include
the name of the hauler, the permit authorizing the disposal or a letter from a municipality
agreeing to accept the residuals, the date the residuals were hauled, and the volume of residuals
removed.
7. A maintenance log shall be maintained at this facility including, but not limited to, the following
items:
a. Daily sampling results including dissolved oxygen in the aeration basin and at the clarifier
weir,
b. Visual observations of the plant and plant site;
c. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm
testing, diffuser inspections and cleanings, etc.);
d. Date of calibration of flow measurement device;
e. Date and results of power interruption testing on alternate power supply; and
f. Dates beds were raked and inspected.
8. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working
day following the occurrence or first knowledge of the occurrence of any of the following:
a• Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such as 'the
dumping of the contents of a basin or tank, the ]mown passage of a slug of hazardous
substance through the facility, or any other unusual circumstances;
b. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, aerators, compressors, etc.;
C. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass of all
or any portion of the influent to such station or facility; or
d. Any time that self -monitoring information indicates that the facility is not in compliance with
its permit limitations.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
9

b. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/1 are detected in any
downgradient monitoring well, additional sampling and analysis must be conducted to
identify the individual constituents comprising this TOC concentration. If the TOC
concentration as measured in the background monitor well exceeds 10 mg/1, this
concentration will be taken to represent the naturally occurring TOC concentration. Any
exceedances of this naturally occurring TOC concentration in the down -gradient wells shall
be subject to the additional sampling and analysis as described above.
c. For Volatile Organic Compounds (VOCs) sampled in September, use only one of the
following methods:
1) Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 µg/L or less
2) Standard Method 6210, PQL at 0.5 µg/L or less
3) EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
4) EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
5) Another method with prior approval by the Division.
Any of the referenced methods used for VOCs must at a minimum, include all the
constituents listed in Table VIII of Standard Method 6230D. Any method used must provide
a PQL of 0.5 µg/L or less, which must be supported by laboratory proficiency studies as
required by the DWQ Laboratory Certification Unit. Any constituents detected above the
Method Detection Limit (MDL) but below the PQL of 0.5 µg/L must be qualified (estimated)
and reported.
d. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ)
certified for those parameters required.
3. Reporting / Documentation:
a. All reports and documentation (GW-1, GW-30, GW-59) shall be mailed to the following
address:
Information Processing Center
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
b. For the initial sampling of the well(s), the pennittee shall submit a copy of the GW-1 Form
(Well Construction Record) with the Compliance Monitoring Form (GW-59) for each well to
the address listed in the "Reporting / Documentation" section of the Groundwater
Requirements. Initial Compliance Monitoring Forms that do not include copies of the GW-1
form may be returned to the permittee without being processed. Failure to submit these
forms as required by this permit may result in the initiation of enforcement activities pursuant
to NC -General Statutes 143-215.6A.
The results of the sampling and analysis must be received on Form GW-5q (Groundwater
Quality Monitoring: Compliance Report Form) by the Division (address listed in the
"Reporting / Documentation" section of the Groundwater Requirements), on or before the last
working day of the month following the sampling month. The data of all groundwater
sampling analyses required by the permit conditions must be reported using the most recent
GW-59 form along with attached copies of the laboratory analyses.
a

2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to
prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to
the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee
shall maintain an inspection log or summary including at least the date and time of inspection,
observations made, and any maintenance, repairs, or corrective actions taken by the Permittee.
This log of inspections shall be maintained by the Permittee for a period of three years from the
date of the inspection and shall be made available to the Division or other permitting authority,
upon request.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation
of credentials, enter and inspect any property, premises or place on or related to the disposal site
or facility at any reasonable time for the purpose of determining compliance with this permit, may
inspect or copy any records that must be maintained under the terms and conditions of this
permit, and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must he submitted
to the Division accompanied by an application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request will be considered
on its merits and may or may not be approved.
4. The subject wastewater treatment and disposal facilities shall be connected to an operational
publicly owned wastewater collection system within 180 days of its availability to the subject
facilities, if the subject wastewater treatment or disposal facilities are in noncompliance with the
terms and conditions of this non -discharge permit or the governing statutes or regulations. Prior
to the initiation of these connection activities, appropriate approval must be received from this
Division.
5. The annual administering and compliance fee must be paid by the Permittee within thirty (30)
days after being billed by the Division. Failure to pay the fee accordingly may cause the Division
to initiate action to revoke this permit as specified by 15A NCAC 2H .0205 (c)(4).
6. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
7. The issuance of this permit does not exempt the Permittee from complying with any and all
statutes, Hiles, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 2B.0200, erosion and sedimentation control requirements in 15A
NCAC Chapter 4 and under the Division's General Permit NCGO10000, and any requirements
pertaining to wetlands under 15A NCAC 2B .0200 and 2H .0500.
8. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of this project.

Permit No. WQ0002829
June 16, 2006
ENGINEER'S CERTIFICATION
Partial Final
I, 1 as a duly stered
ate
of North Carolina, having been authorized to observe (periodically, weekly, full otnme) the consal Engineer ltruchonn the tof
the project,
Project Naine
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
a

KDHWWTP, LLC
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
October 31, 2001
Docket W-1160

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
DOCKET NO. W-1160
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
is granted this
to provide sewer utility service
in
OUTER BANKq BEACH CLUB SERVICE AREA
Dare County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 31 st day afQctober , 2001.
NORTH CAROLINA UTILITIES COMMISSION
Geneva S. Thigpen, Chief Clerk
4

APPENDIX B
SCHEDULE OF -BATE
for
FKDHWWTP 1 C.
for providing sewef utility service In
QUTER BANKS __BEACH CLQU SERVICF AREA
Dare County, North Carolina,
Monthly Flat Rate for Reslderrtial semce:
1 bedroom unit $13.00
Each additional bedroom
$ 3, 00 per bedroom
Monthly Flat Rate for IN paresIdential service:
$5.00 per 100 gallons per day of allocated capacity
Connection Fee:
$6.44 per gallon per day of allocated capacity
Reconnection Chases:
If sewer service cut off by utility for good cause
$15.00
On billing date
15 days after billing date
Shall be quarterly for service In arrears
1 % per month will be applied to the unpaid
balance of all bills still past due 25 days after
billing date.
$25.00
Issued in Accordance with Authority granted by the North Carolina Utilities Commission
in Docket No. W-1160 on this the a 1 t day of October, 2001.

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1160
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Application by KDHWWTP, LLC., Post Office Box )
3629, Kill Devil Hills, North Carolina 27948, for )
Authority to Transfer the Franchise to Provide Sewer )
Utility Service In the Outer Banks Beach Club Service )
Area in Dare County, North Carolina, from Outer )
Banks Beach Club, Inc., and for Approval of Rates )
APPENDIX C
NOTICE TO
CUSTOMERS
NOTICE IS HEREBY GIVEN that the North Carolina Utilities Commission has
approved the transfer of the sewer system presently franchised to Outer Banks Beach
Club, Inc., to KDHWWTP, LLC.
The Commission -approved rates have not changed and are attached hereto In the
Schedule of Rates, Appendix B.
ISSUED BY ORDER OF THE COMMISSION.
This the 31,5t day of October , 2001.
NORTH CAROLINA UTILITIES COMMISSION
&�—' '�-- s" ,
Geneva S. Thigpen, Chief Clerk

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1160
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Application by KDHWWTP, LLC., Post Office Box )
3629, Kill Devil Hills, North Carolina 27948, for ) ORDER ALLOWING
Authority to Transfer the Franchise to Provide ) RECOMMENDED ORDER
Sewer Utility Service in the Outer Banks Beach
Club Service Area in Dare County, North ) TO BECOME EFFECTIVE
Carolina, from Outer Banks Beach Club, Inc., and ) AND FINAL
for Approval of Rates )
BY THE COMMISSION: On October 31, 2001, Hearing Examiner Ronald D. Brown
issued in the above -captioned docket a Recommended Order Approving Transfer and
Approving Rates. The parties have jointly requested that the Commission adopt the
Recommended Order as a Final Order.
Based upon the foregoing, the Commission is of the opinion that the request that
the Recommended Order be adopted as the Final Order should be granted.
IT IS, THEREFORE, ORDERED that the Recommended Order entered in this
docket on October 31, 2001, Is hereby adopted as the Final Order of the Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 31 st day of __QQf_Q12aL, 2001.
NORTH CAROLINA UTILITIES COMMISSION
Fb10300101 Geneva S. Thigpen, Chief Clerk

State of North Carolina
Utilities Commission
4325 Mail Service Center
Raleigh, N. C. 27699-4325
j ti V -'
Utilitier Commission
To : Bob Page
From Geneva Thigpen (Phone [phone])
NC Utilities Commission
Message: Commission Orders (2)
Date : 10/31/01
Time : 12:50:40
Pages : 011
4
Physical Location: 430 North Salisbury Street
Raleigh, North Carolina 27603
Telephone No: [phone]
Facsimile No: [phone]

Flow Equalization Pump (2 Required)
Hydromatic S4N500M4.4 6.7" Impellers
5 H.P. 460/3 phase/60 1750 RPM
C.O.S. 416 gpm at 20' TDH
Filter Dosing Pump (1 Required)
Hydromatic S4MRC750M4.4 7.5" Impellers
7.5 H.P. 460/3 phase/60 1750 RPM
C.O.S. 522 gpm at 12' TDH
Clearwell (Backwash) Pump (1 Required)
Hydromatic S6LIOOOM4.6 117" Impellers
10 H.P. 460/3 phase/60 1150 RPM
C.O.S. 1250 gpm at 20' TDH

AN
i� °'

M
ElectricaAM
M
Data
MODEL: S4N & S4NX-Non-Clog Sewage Pump
R.P.M.
MOTOR TYPE
MOTOR DESIGN NEMA TYPE
GENERAL INSULATION CLASS
STATOR WINDING CLASS
MAXIMUM STATOR TEMPERATURE
MOTOR PROTECTION
VOLTAGE TOLERANCE
Section NON -CLOG Page 309
Dated SEPTEMBER 1993
1750
ENCLOSED, OIL COOLED INDUCTION
B (3e) L (1o)
B
F
311OF
BI-METALUC, TEMPERATURE SENSITIVE DISC, SIZED
TO OPEN AT 1200C AND AUTOMATICALLY RESET 0 30-35'C
DIFFERENTIAL, ONE IN SINGLE PHASE, TWO IN THREE PHASE
t 10%
2
0
230
1
J
12
12.8
0
17.8
2.4
14.3
2.9
.63
.63
.60
.54
.84
23
128
14.
62
62
.81
.75
.66
2
200
3
J
1.2
7.8
8.8
46
2.1
15.9
2.7
.74
.73
.70
.63
.79
230
6.8
7.7
40
.76
.70
.59
460
3.4
3.8
20
575
2.7
3.1
16
3
200
1
6
12
17.1
22.9
91.0
3.3
18.2
3.9
.67
.67
.65
.57
2�
17.1
20
79
.88
.85
.80
.71
3
200
3
J
1.2
10.9
12.8
64.5
3.1
223
3.8
.73
.72
.70
.64
2�
9.5
11.1
56
.83
.82
.80
.72
4.8
5.6
28
575
3.8
4.5
22.5
5
200
1
G
1.2
33.9
39.3
144
5.7
28.8
6.8
.66
.66
.65
.60
29.5
342
125
.87
5
200
3
J
1.2
17.6
20.6
108
4.8
37.4
6.1
.79
.79
.77
.72
.80
.78
.73
.62
460
7.6
8.9
47
200
7'14 230 3 K
460
575
1.2
29
32.9
194
7.2
67
10.1
.78
.78
.76
.71
.76
.72
.66
.56
2
28.6
168
12.6
14.3
84
10.1
11.4
67.2

Technical �
Data
Section NON -CLOG Page 409
Dated FEBRUARY 1995
Supercedes SEPTEMBER 1 "3
MODEU S4N — Standard Non -Clog Sewage Pumps
Physical Data:
DISCHARGE SIZE 4'
SOLIDS SIZE 3"
IMPELLER TYPE BALANCED, ENCLOSED, 2 VANE
CABLE LENGTH 30' STANDARD
50' OPTIONAL
PAINT PAINTED AFTER ASSEMBLY BEFORE TESTING. DARK GREEN, WATER
REDUCIBLE ALKYD ENAMEL, ONE COAT, AIR DRIED.
5Q111pWrarure:
LIQUIDIn
140°F
STATOR311
OF
POINT390°F
FHEATSENSOR
O7°F
► AX/239°F MIN.
Clo194°F
MAX./1190F MIN.
Technical Data:
POWER CORD TYPE
STW-A WATER RESISTANT 600V, 60°C
SENSOR CORD TYPE
16-4 STW-A WATER RESISTANT 600V, 60°C,
MOTOR HOUSING
10 AMPS
CAST IRON ASTM A-48 CLASS
CASING
F
U IMPELLER
CAST IRON ASTM A-4g 30
cq0CLASS
CASING WEAR RING
CAST IRON ASTM A-48 CLASS 30
BRONZE
MOTOR SHAFT
AST1N B-584-932 ALLOY 315
Q z
g
303 STAINLESS STEEL
U HARDWARE
300 SERIES STAINLESS STEEL
'O' RINGS
BUNA N
MECHANICAL SEALS
Standard:
OP T:
UPPER AND LOWER CARBON/CERAMIC, TYPE 21, BF1 C1
UPPER BEARING
LOWER TUNGSTEN CARBIDE/TUNGSTEN CARBIDE, TYPE 21, E3D1 D1
(RADIAL) SINGLE ROW — BALL
LOWER BEARING
(THRUST) SINGLE ROW — BALL
VY1 A■ mp%�_ - _..- __

• I .
Dimensional
Data
section NON -CLOG Page 209
Dated FEBRUARY 1995
-�uPeSedes SUTEM ER 1 M
4�F
0 0
- o
0
O
A
J
DWL RANGE
4 -125if RG.
D
Sw &**d 06M
H
f2M9/;16
p E F N J
jS4N 6-1/2 12-1/2 1-9/166-3/B 3-1/B 6-1 S/16 15-1/16
6-1/2 12-1/2 7-9/16 6-3/8 3-1/B 6-15/16 16-3/4
"MWM n tMW war VA[Y t Iir
UAAURORA PUMP _

BPIU DUPLEX RAIL SYSTEM
ALUNWUp
WELL C01
5.5, INTI
BRACKE
c
i.S. CABLE
-IOLDER
IERCURY
,WITCH .
EVEL
ONTROLS
{
BARNEY'S PWPS INC.
P.O. BOX BT

HOOK FOR
LIFT CAPL
INSTALLATION DRAWING
S3HRC BPIU RAIL SYSTEM w/
S4HRC HYDR-O-MATIC PUMPS
S4N. S4NRC MODELS S4 ? S3HRC
S4N S4Mar
9'
2� 3 PIPE
2 ' 4 PIPE
6 PIPE
8 PIPE
1
IUSE 3/47 DIA
ANCHOR BOLTS
I �tI 7/16
I�I-.-
PER GUIDE -
MIN. 6" PIPE
MIN. 8 PIPE
RAILS
SCHED. 40 PIPE
CLASS-125 FLANGE
-1/2'
I BARNEY'S PUMPS INC.
REVISED 2-R-aa.r P.O. px)Y aT

IM I

Electrical �
Data
Section VORTEX Page 30S
Dated MAY 2001
AMMo
MODEL S4MRC & S4MVX- Recessed Impeder Sewage Pump
R.P.M.
MOTOR TYPE
MOTOR DESIGN NEMA TYPE
GENERAL INSULATION CLASS
STATOR WINDING CLASS
MAXIMUM STATOR TEMPERATURE
MOTOR PROTECTION
ELECTRICAL RATINGS
VOLTAGE TOLERANCE
1750
ENCLOSED, OIL COOLED INDUCTION, VFD SUITABLE
B (30) L (1e)
H
H
311 °F
BIMETALLIC, TEMPERATURE SENSRIVE DISC,
SIZED TO OPEN AT 1200C AND AUTOMATICAUy
RESET O W-M*C DIFFERENTIAL, ONE IN
SINGLE P TWO IN THREE PHASE
HEAT 24VDC 116VAC 230VAC
SENSOR SAMPS 6AMP5 SAMPS
SEAL FAIL 3 WAC 5ff LA
t10%
" 4/ -7--T
47� w*e7,s7At7,mt4 7-i4 - 7-4p. - 6 /4
LW
5.0 230
1 G 12
21.4
-
26.1
125 4.8 28.8 4.9
.77
.78
- t- CY CW
.79
200
18.9
21.1
.68
147
.97 .97 Z
.87
5A � 3 M 12
16.4
1 &4
128 4.8 51
mm
a a
92
B.6 .80
�64 .78 .73 .67 .77 .73 .68 .58
3 H 12 11 12.81 84 1 7.0 51 18-8 1.801.80 .79 ].73 .82 .80 .78 .66
10575
3 I H 112 � q 17
n 9 3 164-5111.71.80 1.81 I .79 1.75 1.8, I-791-T7.
15 3 I G 112 ; � ? TI-62 13.7 I WZ 117.6 1.80 1.82 1.81 1 .79 14.80 1.78 I .71575 .60
1W HYDROMATIC'

Section VORTEX Page 204
Dated APRIL 2000 - - Di
��m 1 "9 mensional_ Data �
T
%m&**j"
SMUHRM
-12M U
A B C O E F O H I S4MRC n3/8 13 1 19 1 6-1n 12-1/1) 16-1/2 b-1/2 3-1/4 6-1/2
AH DMBM MMM
� u� �we�a wrvur: ur
HYDROMATIC'

ra
nieal �
Section VORTEX Page 407
Dated APRIL 2000
Superesdes SWfWM 1"3
MODEL: S4MRC -- Standard Recessed Impeller Sewage Pumps
Physical Data:
DISCHARGE SIZE 40
SOLIDS SIZE 30
IMPELLER TYPE BALANCED, RECESSED, 9 VANE, SEMI -OPEN VORTEX
CABLE LENGTH 30' STANDARD
50' OPTIONAL
PANT PAINTED AFTER ASSEMBLY. DARK GREEN, WATER REDUCIBLE
ENAMEL, ONE COAT, AIR DRIED.
MAXIMUM LIQUID 140"F
MAXIMUM STATOR 311 OF
OIL FLASH POINT 390°F
HEAT SENSOR Open: 257°F MAX./239°F MIN.
Cbsed: 194°F MAX./119°F MIN.
Technical Data:
POWER CORD TYPE
STW-A WATER RESISTANT 600V, 60°C
SENSOR CORD TYPE
16-4 Sl VI! -A WATER RESISTANT 600V, 60°C, 10
MOTOR HOUSING
AMPS
CAST IRON AST A A-48 CLASS 30
CASING
CAST IRON ASTM A48 CLASS 30
IMPELLER
CAST IRON ASTM A-48 CLASS 30
CASING WEAR RING
N/A
MAR SHAFT
416 STAWLESS STEEL
HARDWARE
300 SERIES STAINLESS STEEL
Xr RINGS
BUNA N
MECHANICAL SEALS
Slendard:
UPPER AND LOWER CARBON/CERAMIC, TYPE 21, BF1C1
del:
UPPER BEARING
LOWER TUNGSTEN CARBIDE/TUNGSTEN CARBIDE, TYPE 21, BD1 D1
(RADIAL) SINGLE ROW — BALL
LOWER BEARING
(THRUST) SINGLE ROW — BAL4
�� FIYDROMATIC'

BPIU DUPLEX RAIL SYSTEM
ALUNINUI
WELL COI
S.S. INTI
BRACKE
5
;.S. CABLE
4OLDER
ERCURY
ATCH
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)NTROLS
BARNEY'S PWPS INC.
P. 0. BOX BT

.1 I
UPPER' GUIDE
BRACKET--
INSTALLATION DRAWING
BPIU RAIL SYSTEM t
HYDR-O-MATIC PUMPS
MODELS S4 ? S3HRC
rWUL RAILS
2' S.S. SCHED. 40 PIPE
4 CLASS-12S FLANGE
REVISfD 2 8 B9 l
I BARNEYS PUMPS INC.
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S6L
11:i6

Electrical
Data S 6 Lf : 1 i
u
MODEL: S6L & SUX--Non-Clog Sewage pump
R.P.M.
MOTOR TYPE
MOTOR DESIGN NEMA TYPE
GENERAL INSULATION CLASS
STATOR WINDING CLASS
MAXIMUM STATOR TEMPERATURE
MOTOR PROTECTION
ELECTRICAL RATINGS
VOLTAGE TOLERANCE
Section NON -CLOG Page 325
Dated MAY 2001
supers MAY 2000
1150
ENCLOSED, OIL COOLED INDUCTION, VFD SUITABLE
B (3o)
H
H
311 OF
BI-METALLIC, TEMPERATURE SENSITIVE DISC,
SIZED TO OPEN AT 1200C AND AUTOMATICALLY
RESET @ 30-350C DIFFERENTIAL, ONE IN
SINGLE PHASE, TWO IN THREE PHASE
HEAT 24VDC 115VAC 230VAC
SENSOR 5AMPS 5AMPS 5AMPS
SEAL FAIL 300VAC 5mA
±10%
200 19.4 23.9 166
230 16.9 20.8 92
5 460 3 J 12 8.4 10.4 46 5.1 36.7 6.8 .75 .73 .70 .62 .73 .76 .73 .66
575 6.8 8.3 36.8
200 28.8 32.7 186
230 25.0 28.5 162
7'r4 460 3 K 12 12.5 14.2 81 7.1 64•5 10.0 .80 .79 .75 .69 .74 .71 .66 .57
575 10.0 11.4 65
1200 35.7 42.0 186
10 460 3 H 1.2 15.5 18.2 81 9.3 64.5 12.3 .80 .81 .79 .74 .77 .75 .71 .63
200 48.1 56.6 267
15 230 3 G 1.2 41.8 49.2 232
460 20.9 24.6 116 13.3 92.5 16.6 .84 .84 .84 .80 .82 .80 .78 .70 +
575 16.7 19.7 92.8
I "fRN

Ea
nsional
�
A
� usltMc uwe�s �u+'v�un: i/r
e c G E F G
'3 4 25-13 6 7-1/1 15 12-1 /4
Section NON-QOG page 225
Dated MAY 2000
SAP-esdes SOTEIMBER 1993
©m
IrL190 HY'DROMATIC

section NON -(LOG Page 422
Dated aPea 2000 Technical FEIRUARY 1995
Data I
MODEL~ S61. — Standard Non -Clog Sewage Pumps -
Physical Data:
DISCHARGE SIZ
SOLIDS SIZE
IMPELLER TYPE
CABLE LENGTH
PAINT
Temperature:
MAXIMUM LIQUID
MAXIMUM STATOR
OIL FLASH POINT
HEAT SENSOR .Open:
Closed:
Technical Data:
POWER CORD TYPE
SENSOR CORD TYPE
MOTOR HOUSING
CASING
IMPELLER
CASING WEAR RING
MOTOR SHAFT
HARDWARE
RINGS
MECHANICAL SEALS
Standard:
Optional:
UPPER BEARING
LOWER BEARING
6'
3-1/4'
BALANCED, ENCLOSED, 2 VANE
30' STANDARD
50' OPTIONAL
PAINTED AFTER ASSEMBLY. DARK GREEN, WATER
REDUCIBLE ENAMEL, ONE COAT, AIR DRIED.
140°F
311°F
390°F
2750E MAX /257'F MIN.
205°F MAX./154°F MIN.
STW-A WATER RESISTANT 600V, 60°C/90°C
16-4 STW-A WATER RESISTANT 600y, 60°C, 10 AMPS
CAST IRON ASTM A48 . CLASS 30
CAST IRON ASTMI A-48 CLASS 30
DUCTILE IRON ASTM A..5,38
BRONZE ASTM B-5-836 ALLOY 115
416 STAINLESS STEEL
300 SERIES STAINLESS STEEL
BONA N
UPPER AND LOWER CARBON/CERAMIC, TYPE 21, BF1C1
LOWER TUNGSTEN CARBIDE/TUNGSTEN CARBIDE, TYPE 21, BDiD1
(RADIAL) SINGLE ROW — BALL
(THRUS SINGLE ROW — BAu
�� HYDROMATIC•

S.S. CABLE
MERCUR
LEVEL C
S.S. LIFTIN
S.S. LIFT
SUBMERSIBL
AM AEwwNoEvcArwN
GTF
JUM WET
OVER
S. UPPER
)IDE BRACKET
.S. GUIDE RAILS
S. INTERMEDIATE
ADE BRACKET
WELL DEPTH
2D+ FEET)
SE ELBOW
1
soin3o �ARNBY'S PUMPS, INC.
acwHwra 3o1/RUAPS.ANDA srta PWAe pW eesW
Pb soar 6=80449LANDA Atumt
RPIU DUPLEX RAIL SYSTEM
Mw Doi _ 7on� Collhr
1 TO 16 S. TOVLry no, -,it .,. A-1029 —

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0 0
S.S. UPPER GUIDE BRACKET
S.S. GUIDE RAILS --"j
S.S. INTERMEDIATE GUIDE BRACKET
(IF WELL DEPTH IS 20+ FEET)
S.S. GUIDE RAILS
FLANGE GROMMET
DISCHARGE FLANGE
SUBMERSIBLE PUMP
�+� v BARNWS PUMPS, INC.
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BPIU DUPLEX RAIL SYSTEM
ALUNINUI
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5.5, INTI
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;-S. CABLE
iOLDER
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BARNEY'S PVMpS INC.
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Section INSTALLATION Page 672
Dared FEBWARY 1995
supersedes OCTow 1 "3
S6L/S6LX
ui DIMMM M UM
Mote cis %VnM
Installation
Data
HYDROMATIC" PUMPS
A UNIT OA
F p RA p oMP C

0
FLEXAIR
84P MAGNUM DIFFUSERS
ENVIRONMENTAL DYNAMICS, INC.

VJItJ:
BOTTOM SADDLE ASSEMBLY FACTORY ASSEMBLED
AND CONTAINS:
BOTTOM OF SPECTRUM SADDLE
0-RING SEAL
PVC MEMBRANE SUPPORT PIPING
FLEXAIR DIFFUSER MEMBRANES
S.S. HOSE CLAMPS
ADJUSTABLE ENDCAPS
TEE
A
FLEXAIR"" 84P MAGNUM
DIFFUSER ASSEMBLY
INSTALLATION DETAI
SCALE: NTS �ATE:8-14-I5 EENMED:
RAWN BY: MELLIS
ENVIRONMENTAL DYNAMIC$ INC. DRAWING NUMBER

EL. 10.00' Q WATERLINE
EL. 4.00'
EL. 0.00'
4" DROP PIPE (BY OTHERS)
METAL TO PVC CONNECTION
SIMPLE PIPE SUPPORT (TYP)
/ FLEXAIR 84P MAGNUM UNIT (TYP)
4" SCH 40 PVC AIR LATERAL (TYP)
DS-1
FLANGE -\
DIGESTER SECTION VIEW
SCALE: 1 /4"=1'
EL. 1.04'
EL. 0.50'

1'_0" t Z"/-6" DROP PIPE (BY OTHERS)
METAL TO PVC CONNECTION
EL. 7.50' C� WATERLINE -_._
SIMPLE PIPE SUPPORT (TYP)
EL. 4.00' 4" SCH 40 PVC AIR LATERAL
DS-2 j FLEXAIR 84P MAGNUM UNIT (TYP)
RIGID PIPE SUPPORT /
EL. 0.00'
SCALE: 1 /4"=1'
FLANGE
EL. 1.04'
EL. 0.50'

WW
0
nvironmental Dynamics, Incorporated is
�a committed to excellence in engineering
and manufacturing of water and wastewater
treatment systems. EDI quality systems have
been providing innovative and efficient
`solutions to environmental and ecological
problems since 1975. SpectrumTm Aeration -
Mixing Systems offered by EDI are individually
engineered to meet the needs of clients
throughout the world.
EDI Aeration -Mixing Systems feature unsur-
passed performance, flexibility, and
outstanding reliability. These high efficiency
aeration -mixing systems provide maximum
benefit for industries, municipalities, engineers
and regulatory agencies.
Contact the corporate office of EDI for an
analysis and evaluation of your aeration -
mixing projects. EDI catalogs on individual
products and processes are available. A
CD-ROM of all EDI products and services is
also available upon request. Please visit the
EDI web site for additional details.
F-1exAir' magnum lViembrarie' Diffuser
IFFine pore diffuser -
High oxygen transfer (5-71b/hp-hr)
-ltehable long term performance
- Metric or.1PS SpectrumTM pipe mounts
- �r Economical and simple systems
F1exAirTM Mini Pane1TM
■1 Micro bubble diffuser
® Maximum Oz efficiency (Up to 10 lb/hp-hr)
m Metric or IPS Spectrum pipe mounts
■ Reliable long term performance
IN Economical
MaxAirTM Coarse Bubble Diffuser
® Non clog and corrosion resistant
® Maximum mixing-24" wide band
® Reliable
12 Metric or IPS Spectrum pipe mounts
® Low cost

Id ATLASTM Ad
I I
N
Id
Id
ad
Id
Id
M
of
MI
F;
- ,[ ., t .fix r r•-Ir• N• - RY•f�L_�
�I
=I
vanced Technology Lagoon
Aeration Systems
ATLAS Systems are available for full carbonaceous
BOD removal. Other ATLAS Systems offer
advanced treatment levels for nitrification, full bio-
logical nutrient removal (BNR), plus low cost and
flexibility for installation into almost any basin.
BioMizerTM
Extended aeration with nitrification and
denitrification capability.
CLEARTM Cyclical Lagoon Extended Aeration Reactor
This process is specifically designed to produce full
nitrification and full carbonaceous BOD removal in
lagoons. Unique lowlow crst 1112gxades of c;�i,t
lam to advanced
treatment levels.
Provides cold
weather nitrification. Existing lagoon
CLEAR
Upgrade
area not required
for CLEAR
process.
SABERTM Selector -Accumulation Bio-Energy Recovery
SABER is advanced variable volume acti-
vated sludge technology. This advanced
SBR concept with optimized selector
design produces highest K ,
treatment levels with
emphasis on nutrient .' y • ` _
removal. Lagoons or
concrete basins.'

Snap,,..,,,.iCaP
Plus 5
THE NEW SNAP -CAP "PLUS 5" r DI
advancement in the art of diffuserrepresents a substantial FFUS
d es n. The ERS
e
the snap -on dheck diaphragm �'n
� 9m cap which is now manufactured from anM /
rubber that � compounded. space-age EPDM-based thermoplastic r I
provides extended rife and improved performance
The Snap -Cap ..Plus 5" Diffuser consists of two simple Parts.
the support base and a flexible snap -on check dia
During aeration. the diaphragm tits from the base
air to exit through the orirlces in the diaphragm, When the
pressure diaphragm is tnstaiWy seated against the base by
Hquid. Preventing bacMbw and dogging.
The novel edge design of the diffuser lodes on the removable
diaphragm 10 avoid blowofi during unusual Pressure surges.
Diffusers are available with 3/4- and-W NPT threads in
Celcon Plastic base and stainless steel base models. Model
750 diffusers will handle air flows to 10 CFM Model 375
diffusers win handle flows to 5 CFM.
0
t 2-t
d
Closed
tea Open SPECIFICATION' DATA
Hole Circle
I Orifice OH
Diffuser Cap be" T
' M1odd NPT A a H GP "MW No.
sta. 1r.
375 alp' '3(.' 3. WW t0 10
Oiltuser Base
•s• _a.w�ra.
• a 12 16
Air Flow in CFM
i.t- DIFFUSER OXYGEN TRANS erDwtsu
t
L 6.4
d
0
c 40
O
F'
C
O
2.0
0
20 24 28
� c
Performance ® W-0' Subnwgence
MODEL SELECTION
- - 1 0
375 p/.-NPT
750 P/: NPT)
T = Standard Plastic ease
S s Stainless Stec) Base
• 6 a 10 12 14
Air Flow in CFm
t1VV1ROQUIP INTERNATIONAL
800-543-0489
9/92
1. 4 or

cr-• a_CAp �LGS � DIFFUSER SP ('TFTra
} TIONc
- I • 0a
1.01 Snap -Cap plus 5 Diffusers shall be
as by
International Inc. of Cincinnati, Ohiomade (USA). Enviro4uip
1.02 Each diffuser shall be designed
the'. releasing of air into tanksto oatrthe efficiently
lshon
on the contract drawings. tan
00 MATERIALS
2.01 DIFFUSER BASE: The diffuser base shall'-
Celcon plastic be of molded'
(or type 304 stainless steel as selected
The base edge shall be scalloped for receiving and locking
the removable diaphragm in place
have 3/8" . The base stem shall
or 3/4" NPT threads for connection to -the air
header system.
2.02 DIAPHRkGM: The -diaphragm shall be of
thermoplastic rubber compoundedinjection molded
of of and EPDH rubber. This-com P ypropylene plastic
the Rss flex
test (ASTM -D 1052 ) of no faailureshafterallass one million cycles
offlexing_ The diaphragm shall contain ten orifice holes
equally spaced so as to expel air from the top of the
diffuser assembly and to initiate immediate fluid
interaction thus avoiding bubble agglomeration_ The
diaphragm shall be designed to cover the edge of the base
and lock on to it by means of inter -locking scalloped
edges to prevent blowoff 'during unusual pressure surges.
_ 00 O2ER&T_T_0 t
3-01 The diffuser diaphragm shall be designed too n
under air
Pressure, to release air in a steady streain ofebubbles and'.
to close when air flow to diffuser is sto
backflow of fluids and clogging. The diffrpshall ti
beg
designed to operate at a design
with maximum allowable flow rateaof 10oscf]n_ratof 5 scfn,
00 WAR1tA�ITI S /C`Fnmrrr..�
4.01 The Enviro.Quip International Inc. certifies that
shipment each diffuser has been tested for leakagertor to
assure a positive backflow seal.
4.02 The EnviroQuip International Inc: -warrants the Snaom -
Plus 5 assembly for a period of one P Cap
the
of purchase against defects in workmanshipaandrmaterialste
under normal usage_
5/93 SCPSDIF/SPECIFICATIONS"
Paqe 1 of 1