WQ0002829_Other_20080811

31
PROCEDURE 4 REQUEST FORM
SURFACE WATER PROTECTION SECTION
R'ASHINGTON REGIONAL OFFICE
TO David May - Washington Aquifer Regional Supervisor
FROM Thom Edgerton
252-948-3955
252-946-9215 (FAX)
[e-mail]
Application Number: County: Dare
Date: 08/11/08
Applicant: KDHWWTP, LLC
Project Name: Kill Devil Hills Retail Complex (Hairoics)
Project Type: Fast -Track ® Pressure Sewer ❑ Name Change ❑ Change of Ownership ❑
Pump Station/Force Main Vacuum Sewer ❑
Gravity Sewer ❑
Flow Type: DOM ® COM ❑ IND ❑
Receiving Facility: KDHWWTP, LLC Receiving Facility Permit: WQ0002829
Flow Volume (GPD): 2,400 GPD Engineer: David M. Ryan, PE(Bissell Prof. Group)
SOC Project? ❑ YES NO
SEPA Project ❑ YES NO FONSI Issued? ❑ YES ❑ NO
Pretreatment Program? ❑ YES NO Other Issues:
..................................................................
WWTP Approval: O'YES ❑ NO
Disp. Method (Spray, Drip, etc.) Approval: AYES ❑ NO ❑N/A
Comments:_V Q
Regional Office Signature: ate: Q _ 13
PLEASE RESPOND WITHIN FIVE DAYS OF RECEIPT

JUL 0 2008
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: KDHWWTP, LLC.
Project Name for which flow is being requested: Kill Devil Hills Retail Complex (Hairoics)
More than one FTSE-10107 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: KDHWWTP
b. WWTP Facility Permit #: WQ0002829
All flows are in MGD
c. WWTP facility's permitted flow 0.5000
d. Estimated obligated flow not yet tributary to the WWTP 0. jog
e. WWTP facility's actual avg. flow O. I 2.l
f. Total flow for this specific request 0.0024
g. Total actual and obligated flows to the facility 0.2539
h. Percent of permitted flow used 50,a
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
N/A
* 2o0'7 12 Mvwt}i AVE7at4e ,P-PU0X0 -506FM AffACRC-0
III.tification nt: 1= Gcopr,::Ij c'-� T Z 3- QB
certify that, to the best of my knowledge, the addition of the
v e of er to e perms s project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Signing Official Signature Date
I

July 28, 2008
771 C10talf ff
"Project Narrative for Kill Devil Hills Commercial/Retail Complex
(Hairoics)"- Lift Station
k1� F. 35'�, If E. - �: L?
This application encompasses the engineered design of a proposed individual lift station to
service the Kill Devil Bills Commercial Retail Complex (Hairoics) located @ 1314 South
Croatan Hwy., in the township of Kill Devil Hills, Dare County, North Carolina for
connection to the existing KDHWW'IP, LLC, an authorized NC Private Utility Company.
The proposed development will consist of multiple retail businesses contained within a
single commercial structure that is anticipated to generate an average daily design waste flow
of approximately 2,400 gpd, (see attached breakdown of associative uses). The proposed
plan will consist of a 6" diameter gravity influent line to a proposed 6' diameter wet well
containing a duplex pumping system. A separate 1,500 gallon Grease Interceptor is located
upstream of the lift station to accept any waste generation from the proposed food service
facility prior to conveyance into the wet well. The wet well has been outfitted with the
following system components;
• A duplex pumping system w/associative controls
• 24-Hours of emergency storage
• A remote telemetry system w/battery backup
• A portable generator receptacle
• A manual dis-connect switch
• A valve vault with a duplex check valve/gate valve configuration
• A 4" dia. force main
The design of the lift station and force main components is designed in accordance with the
guidelines set forth in NCDENR-DWQ NCAC 15A 02T.0305 Waste Not Discharged to Surface
Waters. The proposed 6001.f. force main will be routed via the subject property along the
Blue Jay St. western right-of-way margin, along the northern Holly St. northern right-of-way
margin for connection into the 6"o pvc force main located along the Goldie Street western
right-of-way margin for conveyance to the KDHWWI'P . All access hatches and enclosures
will be padlocked to prevent unauthorized, access to the system controls. Once constructed,
this system will be maintained and managed by Envirotech, LLC the management entity for
the wastewater treatment plant and collection system.
P.O. Box 1068 ■ 3512 N. Croatan Hwy. a Kitty Hawk, NC 27949
252-261-3266e Fax:[phone]■E-mail:[e-mail]

ti
,o+ ,t/ . •• j♦ � l£ �,}!'l
t 4 �>.95'��'1e.�i!'+�SY. r�, Y•
� �� .U'3'•� t
.
,
a'F �1
C f`
•�
f t< F j } _'
y-Pt'.�., {�.{jl��r-��'�: >_ rY`4�'+G�is ?', _-
.µ1 T
_ .
.
•
�I,�p�
1 Y
�.t ✓lam
Y S F_
t �
_
�
� •":�
i .r ` � '�:E'�
ti��t "ski— ��r`!' r �
kf`�
Hg
_9�
M
•.
.�}'�. -..
Ty 1
-
�
.I4
i•�
,
•
\ �^+"-
�+ .cam 2+ a
4.LC� ... - Ycca+ac4cY 7L i•.
4c�i,j-i -JC.,w 4�'n. :.l •�.
.Y
''�
:�} +• ` L(
-Y+Y - ✓'„ •n
II I„y• �\ \
L yZ-�ju'�i L1r �; f F.4 _
�L��,�v �t-_� r�' _F 4
i1jf4�y'r
r �,`^i'9•Y'�' �
,
n��tG •
FA
.. J
4
•
.i 4 S
.•*1
t
i
edeemerI-
{
a .0
xa
\
I
5
Y;v
f'
f
\
R0
`i
VII �i�• �l
-�.
yy
fn
d'U.,
OR
ir...... i any 40' NAGS HAAD 5.2 KM y,
5855 / NW
—Al " uB.IEcT Flaopsp_Ty
INTERIOR —GEOLOGICAL EUAvi
442

KDHWWTP 0.66 MGD WWTF Re -rating
PROCESS ANALYSIS AND EXPECTED PERFORMANCE
FOR PROJECTED FLOWS AND LOADINGS
Copyright ® 2002 ECES Group,LLC, All M lhts Reserved
Parameter
Unit
Wastewater Temp.-10Deq.0
Wastewater TemP.-20Dea.0
Wastewater Tem . - 30 Dog.
C
ADF
MMF
MDF
PHF
ADF
MMF
MDF
PHF
ADF
MMF
I MDF
PHF
Alkallnity Balance
ALk"tty Coeftk:{erlt For NltrHlcatbn
Alkalln Required For Nitrification
Oxygen Requirements
LbA-b.
PPD
7.14
1,545
7.14
2,097
7.14
2,589
-
-
7.14
1,588
7.14
2 173
7.14
70d
-
7.14
1 812
2 215
7.14J2436
-
IMtuent CBOD5
CBODS
Removed
PPD
PPD
PPD
1,376
11
1365
1,927
21
1906
2,436
32
404
-
-
-
1,376
12
1364
1,927
21
1,906
436
32
2404
1 378
13
1363
1 927E1Tluenl
22CBODS
1 904
Oxygen Coefficient For CBOD5 Removal
LbA-b.
2.00
2.00
2.00
-
2.00
2.00
2.00
-
2.00
2.00
2.00
Oxygen Required For CBOD5 Removal
PPD
21729
3,812
4,807
-
2,728
3.811
4 808
-
2,726
3,1309
4,806
Oxygen Coefficient For Nitrification
LbJLb.
4.60
4.60
4.60
-
4.60
4.60
4.60
4.60
4.60
4.60
Tl(N Converted To Nitrate
PPD
216
294
363
-
222
304
379
228
310
387
Oxygen Required For N"calion
Net Oxygen Requirement
PPD
PPD
995
3 725
1,351
5,162
1,668
6,475
-
-
1,023
3,752
1,400
5,212
1,742
6,550
-
1,038
3 764
1 427
5,236
1,781
6,587
Clartfler Loadings
Number Of Units
Each
2
2
2
2
2
2
2
2
2
1 2
2
2
Clarifier Diameter
Feet
38.30
38.30
38.30
38.30
1 38.30
38.30
38.30
38.30
38.30
1 38.30
38.30
38.30
Surface Area
SF
2,304
2,304
2,304
2,334
2,3064
2 304 1
2,504
2,3064
2 304
2,304
2,304
2,304
Weir Diameter
Feet
10.25
10.25
10.25
10.25
10.25
10.25 1
10.25
10.25
10.25
10.25
10.25
10.25
Weir Length
Feet
64
64
64
6.4
64
64
64
64
64
64
64
64
RAS Flow
MGD
0.825
1.155
1.460
-
0.825
1.155
1.480
0.825
1.155
1.460
Overflow Rate
GPD/SF
286
401
507
650
286
401
507
650
286
401
507
650
Weir Loading
GPD/LF
10,248
14,347
18,139
23,263
10,248
14,347
18,139
23,263
10,248
14,347
18.139
23,263
Sollds Loading
PPD/SF
21.5
30.1
38.1
-
21.5
30.1
38.1
21.5
30.1
38.1
Diffused Aeratlon System Analysis
Actual Oxygenation Rate (AOR)
PPD
3,725
5,162
6,475
-
3 752
5,212
6,550
-
3 76.4
5.236
6,587
-
Aerobic SRT
Days
19.9
12.8
9.5
-
22.1
14.4
10.7
23.7
15.5
11.6
Alpha
-
0.70
0.70
0.70
-
0.70
0.70
0.70
-
0.70
0.70
0.70
Beta
-
0.97
0.97
0.98
-
0.97
0.97
0.97
-
0.97
0.97 1
0.97
-
DO Saturation In Clean Water 20 Deg. C S 100% RH
9.09
9.09
9.09
-
9.09
9.09
9.09
9.09
9.09
9.09
DO Saturation In Clean Water S edfied Temp. 3 100% RH
m
11.29
1119
. 11.29
-
9.09
9.09
9.09
7.58
7.56
7.56
Tau
-
1.24
1.24
1.24
-
1.00
1.00
1.00
0.83
0.83
0.83
Standard AtmosphericPressure
14.70
14.70
14.70
-
14 77
14.70
14.70
14.70
14.70
14.70
Barometric Pressure
psi
14.70
14.70
14.70
-
14.16
14.70
14.70
14.70
14.70
14.70
Saturated Vapor Pressure of Water 20 Deg. C
psi
0.34
0.3.4
0.34
-
0.34
0.34
0.34
0.34
0.34
0.34
Saturated VaporPressure of Water S Temperature
I
0.18
0.18
0.18
-
0.34
0.34
0.34
0.62
0.62
0.62
Effective Saturation De
Feet
7.50
7.50
7.50
-
7.50
7.50
7.50
7.50
7.50
7.50
Omega
-
1.00
1.00
1.0.0
-
1.D0
1.00
1.00
1.00
1.00
1.00
Corrected DO Saturation In Clean Water 20 . C 3 100% RH
11.15
11.15
11.15
-
11.15
11.15
11.15
11.15
11.15
11.15
Operating DO
mgfL
2.00
2.00
1.00
-
2.00
2.00
1.00 1-
2.00
2.D0
1.00
OTRf/SOTR
-
0.57
0.56
0.61
-
0.56
0.55
0.61
-
0.56
0.56-
Standard Oxygen Transfer Efficiency
Percent
5.60
5.60
5.60
-
5.60
5.60
5.60
5.60
5.110
5.60
Field Oxygen Transfer Effiden
Percent
3.18
3.16
3.43
-
3.11
3.09
3.43
3.13
3.11
3.55
-
Air Flow Regubred For Biological Process
SCFM 1
4,678
6,517
7,538
-
4,814
6,722 1
7,611
-
4,798
8 708I
7,407 I-