NC0087700_Revised-Renewal Application_20171016

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit 000087700
if you are completing this form in computer use the TAB key or the up — down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name Oded Ashe
Facility Name Westview Estates Plant rRr�r. H �r-D/NCDE0/DW R
rim
Mailing Address 2620 S. Maryland Pkwy., Ste. 100
16 2017
City Las Vegas
State Zip Code NV 89109 Water Quality
/ P r�onnAmg Section
Telephone Number (800)-654-0804
Fax Number
e-mail Address ashe 1 cDatt net
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road 3501 Big Ridge Rd.
City Glenville
State / Zip Code NC 28736
County Jackson
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility (Note that this is not
referring to the Operator in Responsible Charge or ORC)
Name Oded Ashe
Mailing Address 2620 S. Maryland Pkwy., Ste 100
City Las Vegas
State / Zip Code NV 89109
Telephone Number (800)-654-0804
Fax Number
e-mail Address [e-mail]
1 of 3 Form-011112

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that applyr
Industrial
❑
Number of Employees
Commercial
X
Number of Employees 125
Residential
X
Number of Homes 76
School
❑
Number of Students/Staff
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
SUBDIVISION; SINGLE AND MULTI FAMILY, HOTEL, RESTAURANT, AND COMMERCIAL UNITS
Number of persons served. 300
5. Type of collection system
X Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1
Outfall Identification number(s) 0
Is the outfall equipped with a diffuser? X Yes ❑ No
7. Name of receiving stream(s) (TW applicants: Provide a map showing the exact location of each
outfall):
TROUT CREEK
8. Frequency of Discharge: ❑ Continuous
If intermittent:
Days per week discharge occurs. NA
X Intermittent
Duration. NA
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
SAME under construction
1
2of3
I
Form-D 11/12
I

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 80,000 MGD
Annual Average daily flow 0 MGD (for the previous 3 years)
Maximum daily flow 0 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes X No
12. Effluent Data
NEW APPLICANTS: Provide data for the parameters listed Fecal Coliform, Temperature and pH shall be grab
samples, for all other parameters 24-hour composite sampling shall be used If more than one analysis is reported,
report daily maximum and monthly average. If only one analysis is reported, report as daily maximum.
RENEWAL APPLICANTS: Provide the highest single reading (Daily Maximum) and Monthly Average
over the past 36 months for parameters currently in your permit. Mark other parameters "N/A".
Parameter
Daily
Maximum
Monthly
Averse
Units of
Measurement
Biochemical Oxygen Demand (BOD5)
0
0
0
Fecal Cohform
0
0
0
Total Suspended Solids
0
0
0
Temperature (Summer)
0
0
0
Temperature (Winter)
0
0
0
pH
0
0
0
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
NCO087700
NESHAPS (CAA)
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Permit Number
PSD (CAA) Other
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Oded Ashe Owner
Printed name of Person Signing Title
of Applicant Date
North Carolina General Statute 143-215 6 (b)(2) states, Any person who knowingly makes any false statement representation, or certification in any
application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of M Environmental Management Commission implementing that Article, shall be
guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both (18 U S.0 Section 1001
provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense)
3 of 3 Form-D I I M 2

DEI3IGN/1BUIL1CD
WestView Estates
Sludge Management Plan
NPDES APPLICATION - PERMIT NUMBER NCO087700
WestView Estates
Hampton, NC
Jackson County
Owner
Oded Ashe
2620 S. Maryland Pkwy., Suite 100
Las Vegas NV
800 654 0804
[e-mail]
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — [e-mail]

THE SITE PLAN
Ak AB)}ALD/`O/\
DEfBIGN/BUILD
� I
Ex GRAVEL
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — marioPabaldoenterprises.com

�&N
3CbE99IGN13BUIL1Cb
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — [e-mail]

DESIGN/BUILD
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — [e-mail]

Sign in
S
i r ' 61-ake Glemdle
Imst"e Bed
��� ��Breakfast B� i n. t ate
Siq 'al Ridge Manna
4IDLuxury Lakefront Rentals •`."q. Hamni
burg BaphAChurch
777
'� - ` • +� Lakes or arina
8 Sea Dop�Ftental
o.. Google

Ak
DEI3IGN/3EI&UILD
90,000 GPD AVERAGE 1
(24 FIR RUN OFF PERIOD)
INFLUENT PARAMETERS: (MONTHLY AVERAGE)
200 mg/l 5 DA) F100
200 mg/I St► ;t't NIII 11 ',0110S
7!11 mg/I Al IAW1IA 14I1ROGEN
frF UINT PARAMETERS: (MONTHLY AVERAGE)
•, 11 mitt/I '> [)AY BOD
0 1119/I SUSPENDED SOLIDS
2 0 mg/I AMMONIA NITROGEI4 (',1IMMI P)
4.0 mg/I AMMONIA NIIROGFN (WIIIII N)
25.000 GAI LOII 11 0W 1 011AI IrAIION CAPACITY
112,500 GAIlON AII1AII1Ill 1 APACITY
15.000 CA1Il1N `.I III IIW 1,�APACITY
187 SU 11 1111 1 NVI SETTLING AREA
269 (44) Pl H *-Ij T 1. SURFACE SETTLING RATF
4 4 ►1(11111% AVT RAGF DETENTION TIME
I I) ".Ij I I I Vot0 MEDIA
Ih INM1 1,A11ON AERATED SLUDGE NOIDING CAPACITY
►It IIIAVPIt I I 01%INFECTION
VW11 ULI1ALEL5
AMo IXFM O 6.0 PSI — URAI-56 910WFR w/ 700 Ill' MOTOR
(ONE OPERATING, ONE STAND—BY)
EI ow Q I ATION/DIGM1LR ULUnti
208 SCFM O 6.0 PSI -- OrM 4R Iti OWI Il w/ 10 0 IIP MOTOR
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — marioPabaldoenterprises.com

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DE6tIGN/BUILD
5. Provide the location of each pump station design element in the engineering plans and/or specifications:
Design Element Simplex Pump Stations
Sheet Number of the
Plans
Page Number in the
Specifwations
Wet Well Vent with Screen
C-110
11900-3
Check Valves and Gate Valves
C-1 10
119004
_
Lockable Wet Well Cover and Dead Front Control Panel
C-110
119004
High Water Alarm,:
Audible Alarm
Visual Alarm
G110
1190011
C-110
11900-4
Non -Corrosive Guide Rails/Lift Chaim
C-I 10
11900-3
Design Element Duplex Pump Stations i%ith Fiberglass
Wet Wells
Wet Well Vent with Screen
Lockable Wet Well Cover and Dead Front Control Panel
High Water Alarms:
Audible Alarm
Visual Alarm
Design Element Duplex Pump Stations nith Concrete
Wet Wells (Booster and Hotel)
Wet Well Vent with Screen
Check Valves and Gate Valves
Lockable Wet Well Cover and Dead Front Control Patel
High Water Alarms:
Audible Alarm
Visual Alarm
Non -Corrosive Guide ltails/laft Chains
Sheet Number of the
Plans
C-1II
C-III
G111
Sheet Number of the
Plans
C-112 and C-113
C-112 and C-113
C-112 and C-1 13
C-112 and C-113
C-112 and G113
C-112 and C-113
Page Number in the
Specifications
I I901-4
119014
-- 11901-4
.s
11901-4
11
Page Number in the
Specifications
11901-4
I19014
11901-4 _
11901-4
11901-4
11901-3
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — marioPabaidoenterprises.com

AB ALO
DEISIGN/BUILD
PROPOSED FLOWS
5---- 5,1a I - Wade Hampton Horizon Estates
sRscC-or " a Assocatm P.C.. Job No.
A 24104.00
Amok p County. North Carolina
Prop—d F lows
:-$—Pbon
SO. FT D-19,,
Flow Rates Units No, Units
E>f4nded Flow Units
`'WEST ROOMS
W— 15.6-9
505
120 GPDUdm
6
720 GPD
=,9 W^g
505
120 GPDIS"
36
4.320 GPO
*" Waq
Guest Suites
505
t20 GPDJBdm
4
480 GPU
E,W Wrq Suites (4 L'y 2 brims ea i
1."3
120 GPOBdrm
8
%0 CPU
oast Wog Skr�te'A' (1@ 2 brims ea)
891
120 GPD.Bdrm
2
240 GPO
Arne A"q So;fe'8'ft brim)
793
120 GPG45drm
t
120 GPO
WAS" Guest Rooms
•qks6e Sksc'D' ( I berm)
006
12D GPO•Ddrm
18
2. 160 GPO
Yitge Sbidlos
:Iirge Stu -C' ( I berm)
634
121) c4lVDWm
12
1.44D GPD
6c.+gabws: Total of 19 bungalows
7'e a4ry lockout opt.. (702 brim ea 1
1.279
120 GPCi&Nm
14
1,680 CPU
Twc k4y lockout 00.0n (4@+ 3 bdrm.ea.)
1.734
120 GPDBdrm
12
1,440 GPD
-lee key lockout option (843 bdrm. ea
1.741
m GPOISC—
24
2,8W GPD
Spa Comma-
731
200 GPOBdrm
10
2.000 GPD
t•4ailh Spa a Fan— ca- 1l
6,000
120 GPD•10D0SF
6
720 GPD
5u94 Family Parr..ls
42 $ 4 brims
120 C4VIBdrm
172
20,64D GPD
M+Rltamiy;rcNs
28 13 2 brims
120 GPOy0dm
52
6,240 GPD
N $ 3 td s
120 GPDA3&.
105
12.600 GPD
•^^lounge included w/4kwrz
-oms a sudr..y
Pnbec Areas (West Wing)
8atnu (65-ats)
1,700
20 gai/ a-v
65
1,300 GPD
%va"vd (115 se"&@20u1 fU.a 1
2,302
40 gaVww
115
4.6W GPD
%+^5rafe Drrq (40. eMs)
800
75 gali a.l
40
3.000 GPD
6.1 fmorn (200seots )
2.500
25 gaVud
200
5,000 GPD
EKsd Room (80:cafs)
1,248
25 gaVseal
80
2.OD0 GPO
wcm so>
3,800
120 qm vx 11t2
3.8
456 GPO
(nck.ded w1 dnmg meat)
eack of Norse
Ad-austraiive eftKk•-, (80 employees)
3.232
25 gaUr-rT
80
2.0W GPD
E^•gcyfm I&cmies 160 employees)
2-100
25 q.Almson
60
1,5W GPD
The Ymage
?esa4 space
6,000
120 gaV10001t2
6
720 GPD
Ch" ( i W — M)
1.600
3 wl,-.t
100
300 GPD
P-1. Ct bhouse
'�.
4.0D0
ell) GPO.1(/WSF
4
480 GPD
Tam Cokats
5 gars;-.
4
20 GPD
East Term¢ Courts
5 gavw.
8
40 GPD
Same, re Palau and Pool
10 gat'pWson
20
200 GPD
A,.&. y Str —
120 GPDBdrm
3
360 GPO
{'tt58^•s Cottage
120 GPLVEkkm
2
240 GPD
ToW Flow
80.856 GPD
Permitted Flow
—_ ,82.200 GPO
O+Mere ue
/,344 GPD
•;cow, Cartes are fxp,red Jt S gallon; per ay per persml piiyrq leyuw„ (2 Pet coat).
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — [e-mail]

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1:bEf3IGN/3E3UI3L.D
Hampton Estates
Hotel Area No. 1
MacConnell & Associates, P.C., Job No. A24104.00
Average Flow T Lead Pump Cycle Avee
Satloneperday) On/Off Time ION
'—�--- - -
21,416
(cvclesper hour) fninutes) (gallons
Average Flow — 2' 30.0
(gallons per minute 3
14.9 4T 15.0!
Peaking Factor
2.-S
Peak Flow
(gallons per minuu�--
37.2
Wet Well Diameter
(feet) - -
6
Wet Well crosse-olonsl Ara
(gallons pe, Lootldt-
211.51
Pumping hate
(gallons per minus!
38 — _ —
— --- -
2 11.7
-- 4
5 4.7 _
6 3.9
3.4 -
__-
----- 8t - — 2.9} —_.—
W
-- DATE U10/06
381 271
38
38
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — [e-mail]

1130E6IGN/31SUIL100
Hampton Estates
Private Clubhouse
MacConnell & Associates, P.C., Job No. A
Average Flow Lead P
(gallons per dad) I On/C
500 — o desk
Averse Flow
(gallons per minute _T
0.4
Peaklag Factor
2.5
Peak Flow
(gallons per _minute) _
0.9 _ i_ Lead Pi
_ - -- Oo(0
Wet Well 4Diameter { (cyclespei
- - ---- - .�{1 `—
Wet Well Cro"ieetkaal Area
(gallons per joor ojdeplh)
94.00 —
PumQiaQ Rate
(gallons per minute)_
� IS
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — [e-mail]

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AREA FLOW
1DEI9ICGN/1EltUI3LA1Cb
Hampton Estates -- --- -`
Hotel Area No. 2 -----
MacConnell & Associates, P.C., Job No. A24104.00 -_ DATE: I/10/06
Averig FlowLead Pump CNCle Averse Flow Pumping Re abed Wet Well
llo d Oa/off Time to Wet Well Rate Store a Volume
4,900 (cycles per hour) (minutes) allons per minute gallons per rntnule --­
-2 (allons
00 - --
Av rage Fbw 6.9 - 18 127.51
( 91 minute 6.9 181 95.01
6.9 li 6.9 191 ___ 63.75
_ 6.9 -18 $1.00
Peaking Factor - o i -- - 6.9 ; 18 42.50
- 6.6.6.9 18 36.43 ,
&1 7.5 6.9 _ 18 ___ 331.88
Peak Flow -
(gallons Per mimurej
17..2 Lead Pump Pum - Fill Time at cle Time Height Between
On/Off � Time Average De 1p Flow _ Check Lead on/off Float --- * -- - - - .--
Wet 1Ve11 Diameter j (cycles�er hour minutes) _ _ (minutes) (minutes _�eet1
4 - 2 11.5 - 18.5 30.0 _ 1.36
3 7.6 12.4 20.0 0.90
Wet Well CrossecHonal Area 4 5.7 _ 9.3 15.0 0.68
(gailqnsr ooJ o d th 5 4.6 7.4 12.0 0.54
94.00 6 3.8 i 6.2 10.0 0.45
lY 3.31 5.3 8.61 0.39
Pumpl Rate 81 2.9 4.6 7.5 � 0.34
(gallons per minute)
- -
18 -- __
P.O. Box 1798, Rockland, Maine 04841 - (207)-691-8892 - marioPabaldoenterl2rises.com

A\ ARAIM0
31301E0XCw'Pff/3EIIXYXX-XD
Hampton Estates
Health Spa
MacConnell & Associates, P.C.,
Job No. A24104.00
-A
DATE- 400/061
Ave !!�� —
I'vad IPUIIII)
—
1.4 .
Average
— :�.p
'e Well J
Required Wet
:68
.,age
lgallonsper iLay) _
ttt On/Off
JIM — .
— towetwell-
Rate
Storage Volume
2.720
(c) chej per hour)
(minutest
(gallons PL7 __inure) -
Eff minl-wiOLL
($aIlonsL
Average Flow
2
30.01
-.10
1.9
9
Fqr:�
15
49.56
(gallons per M-in-ute)
1.9
3
4
io
15.0
1.9
I
33.04
24.78
Peaking Factor
5
6
12.6 T
10.0.
1.9
1.4
T—
TS
15
19-82
16.521
2.5
7
8.6
1.9
Is
14.16
8
7.5
1.9
IS
12-39
Peak Flow
(gallons per minute)
4,7
Leac! P"m
Pump
Fill Time at Cycle Time_
_1!_ftbt Between
On/Off
time
Average Design Flow Check
Lead On/Off Floats
Wet Well Diameter
pff homq
(minutes)
(minutes)),cfes
4
2
18 1
26.21
31 Y.6
000
mj
3
2,5
J 1�'
20.0
0.35
Wet Well Cronectional Area
4
�1-
119
10.3 1
12.0
0.21'
(gallons per foot of depth)
94M
1
6
1.5
iJ
9.71
10.0,
(A
..fumpin 14tt
7
i
14
01
7.5]
6 6
$61
01
(gallons per minute)
15
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — marioPabaldoenterl2rises.corn

P'R T R, F"
DEBZG3V/BUILD
Hampton Estates
Duplex Lift Station
MacConnell & Associates, P.C., Job No. A24104.00
Average Flow Lead Pump _ Cycle
(�alloraEer� -- - OttlOff i Time
Average Flow
to Wet Well
2,880
a boar
minutes
&llons per minute
Aver! a Flow
2
30.0
2.1
(gallonsiir mltrute
3
20.0
_ -2.(
2.0 _.._
Peaking Factor_ _ _
2.5
-_
Pak
4
15.0
_ 2.1
51
6
12.01
10.0
2.1
2.1
T
8.6
2.1
8
7.5
2.1
I-
DATE: VIM
_P"iog_ Required Wet Well
Rate SteVolume
&!Ions rr minute) allons
IS 52.00
1I S 1 34.67
- -- I S i 26.00
- -- - - 15 - 20.80
151 17.33
(gaA minute)
Pump-
Ffll Time at
_
5.0 Lead Pump
Cycle Time
Height Between
Cheek
Lead On/Off Floats
On/Off
Time
Average Design Flow
Wet Well Diameter
les r ho
_ minutes
(feet)
_.
aq
_(minutes _ _
4
2
4.0
26.0: 30.0
O.SS
3
2.7
17.3 20.0
0.37
Wet Well CrossaHonal Ara
4
2.0
13.0 15.0
__
0.28
(gallons Re oot o de th
S
1.61
10.4 _ _ _ _ 12.0
_ 0.22
94.00
6
13
8.7 10.0
_ 0.18
- -
7
Ll
7.4 8.6
0.16
Pumping Rate
8
1.0
6.5 7.5
0.14
(gallons per minute)
P.O. Box 1798, Rockland, Maine 04841 - (207)-691-8892 - [e-mail]

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Pi s
D3EC13I43iN/3E9UILD
Hampton Estates
East Tennis Court
MacConnell & Associates, P.C., Job No. A24104.00
- -- -.
-
Average Flow Lead Pum
(gallons per day) on/city
40 (gd a per hour)
Average Fbw 2
(gallons par minute) 3 '
0.0 4
5
Peakin Raetor tr 6
- - - Q --- _-- - I - 8 ..
2.5 7
Peak Flow
0.1 Lead Pump
OdOIY
_
-- --Pumping--
ele Aversa Flow _
Time to Wet Well
(minutes) (gallons per minute
30.0 0.0
20.0 i. 0.0
13.0 0.0
12.0 0.0,
10.0 0.0
8.6 0.0
9.6 - --` -- 0.O01
Pum_ Fill Time at
Time Avers a Desl u Fbw
M T
DA'1'L: 4A0/00
--
-
Req_ulred We Wee
- -
Rate Store Volume
aeons er minute i
(allons
0.90
IS
_
1 S
0.60
13
0.43
0.36
0.30
15
IS
IS
_ 0.26'.
w
I5
0.22
- -
Cycle Time
HeIgbit Between
Cheek
Lead On/Off Fkmb
Wet Well Diameter
- (feet)
(cy.4-perh-)
minutes _-
(mint-)
_ minutes
eet)
4 - -- -- - 2 _ 0.1 29.9 30.01 -
- - 31 0.0 20.0 20.01
Wet Well Crossectional Area 4 0.0 15.0 15.0
(gallons per foot of depth) 5 0.0 12.0 12.0
94.00 -7 -0.0 10.0 10.0
-- --- 9.6 8.6
Pumplo� Rate 8 ' _ 0.01 - 7.5-
(galtons
P.O. Box 1798, Rockland, Maine 04841 - (207)-691-8892 - [e-mail]

�&N
Hampton Estates
Booster Pump
MacConnell & Associates, P.C., Job No. A24104.00
Averse Flow Lead Pump_ _ Cycle
(gallons erda - On/Off Time
11,040 (cycle, prr hour) _ (minute
A�crage ilo�� _
(gallwts per ntinuki - _
7.7 a _
Peaking Factor ti
-- (#a(lons�minure�-
45.0 Lead Pump Pump Fill Time at
On/Off Time Aver—
y Deslga Fbw
- -- — --- -- - -
Wet Well Diameter (cycles r hour (minutes) (minutes)
- ---- _ --
6 2 5.1 24.9
_3
__._..3.4
16.6
R ct \\ ell 60-ssectional Area
4
2.6
12.4
t::itonsperfootofdepth)
5
2.0
10.0
211.51
- -_ 6
L7
8.3
_
- 7
- 1.5
7.1
Pumping Rate
A1.3
6.2
(gallons per minute)
45
DESIGN/BUILD
Avers a Flow _ Pum h
to wet Well Rate
1(gallons
per minute(gallons per
—_ -7.7 - -
7.71 -
30.0
20.0
15.0
__0
12.
--
— 7.7 i
7.7 _ --
_
-- ---- 7.7
7.7 j
8.6
7.31
--- -DATE: 4/10/06
Required Wet Well
Slors a Volume -
we) aflons
Time
45 _ 127.23
45 95.44
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — [e-mail]

VNI
31303EB)IG34/BUI3L.1130
Hampton Estates ------ ---- - _-_--- ------_._-._
Lot 24 - -
MacConnell & Associates. P.C., Job No. A24104.00 DATE: 4
\%craseFlow
(yClc
-LeadPum
(gallonteerdaY)
I On/Oft
—
Time
480- -
(cycles per hour) -�
_
(minutes)
Average Flow
2
30.0
--
(gallons per minute
— - ---
3
- —
Z0.0
0.3
-
4
15.0
- -----
5
12.0
-
Peaklttg Factor
-
6
10.0
2.3 --- --
7
8.6
-
- 8
7.5
Peak Flow
_
- ---
�allons�er minute __
0.8
Lead Pum
-
_ Pump
OR/Off
Time
Wet WeU Diameter
(c -cles er hour)
(minutes
_
_
_-2.5
2'
0.7
Average FLOW Pit! m�ng Required Wet
to Wet Well Rate Storage Volt
(FaHons per minute) _ (&Wlo�er minute) (gallons)
--
_
031 is -
0.3 1 13
Wet Well Crosaedioaal Area
4
0.3 14
�alJons perjoot ojdepth1
S
0.3 , I 1
• - -- - -- 36.72
- ---- -- - 6
,
- 0.2
9
7
----
0.2
8
Pumping Rate
8
(�allonsperminute)
_
IS
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — [e-mail]

AB ALSO
NTF
DESIGN/BUILD
THE SLUDGE MANAGEMENT PLAN
Preliminary Treatment
Mud and sand settle in a tank called a grit chamber. This material, known as
grit and screenings, is taken to a landfill for environmentally safe disposal.
Primary Treatment
The sewage then flows to primary settling tanks where up to 60% of the solids
in the waste stream settle out as a mixture of sludge and water.
Secondary Treatment
In the secondary treatment plant oxygen is added to the wastewater to speed
up the growth of micro-organisms. These microbes then consume the wastes
and settle to the bottom of the secondary settling tanks. After secondary
treatment, 80-90% of human waste and other solids have been removed. A
significant proportion of toxic chemicals are also removed by this process.
The remaining wastewater is disinfected by a UV unit before it is discharged to
the receiving waters
Sludge from primary and secondary treatment is processed further in
sludge digesters, where it is mixed and heated to reduce its volume and
kill disease -causing bacteria. It is then transported
P.O. Box 1798, Rockland, Maine 04841 — (207)-691-8892 — [e-mail]

Young, Brianna A
From: Oded Ashe <[e-mail]>
Sent: Sunday, October 08, 2017 2:46 PM
To: Young, Brianna A
Subject: Re: [External] FW: Renewal application for NCO087700
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you verify that the
attachment and content are safe. Send all suspicious email as an attachment to [e-mail].
Dear Brianna,
Sorry about that, this is what my engineer said:
In full operation the residual organic material chemically stable and nearly odorless and looks like soil. This will be
hauled away approximately one time per month to a landfill or a fertilizer company. About 20 cy per month. A very very
long time to get to that point. For many years it will be much much less.
Please let me know if this answer is satisfactory.
Regards,
Oded
On Oct 6, 2017, at 5:39 AM, Young, Brianna A <[e-mail]> wrote:
Mr. Ashe,
The last paragraph on the last page of the document, in which the disposal of the sludge from primary
and secondary treatment is described, appears to have the last sentence cut off. The paragraph states
"Sludge from primary and secondary treatment is processed further in sludge digesters, where it is
mixed and heated to reduce its volume and kill disease -causing bacteria. It is then
transported". Are you able to confirm where this sludge is transported to, and how often it is
transported?
Thank you,
Brianna Young
Environmental Senior Specialist
Division of Water Resources
N.C. Department of Environmental Quality
Office: 919-807-6333
Brianna. You ng(),ncdenr.gov
Mailing address:
1617 Mail Service Center
Raleigh, NC 27699-1617