WQ0002284_Modification_20011116 (2)

B 1 9 2002 �;,� 9z
DWQ-WARO
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Managementf
Non -Discharge Permit Application
(THIS FORM MAY BE PIIOTOCOPIED FOR USE AS AN ORIGINAL)
MECHANICAL TREATMENT AND NONDISCHARGE DISPOSAL FACILIT iE S
I. GENERAL INFORMATION:
1- Applicant (corporation, individual, or other):
2- Print Owners or Signing Official's Name and Title (the person who is le ates,
galiy
responsible for the facility and its compliance): Ray --Hollowell-Manager
3. Mailing Address: ^
City: Manteo
State: NC Zip: 27954
Telephone No.: 2 5 2 4 7 - 21 8
4• Project Name (subdivision, facility, or establishment name - should be consistent
Project name on plans/specs , let(ers of flow acceptance, Operadonal A with
greemcnts, etc_):
5. Application Date: 10/30/O1
6. Fee Submitted: $�pp
1. County when project is located: Dare Count
g- Address of treatment and disposal facility:
Hwy 12, Avon Township n
9- Latitude: 35a20' 00" ;Longitude: 75b6200"
II. PERMIT INFORMATION: of disposal facility
I Permit No. (will be completed by DEM):
2 Specify whether project
---- ---�--
P lect is: _
*If renewal, complete only neW renewal"; modification.
(on 12 Y sections I, II„ ItI, and applicant signature
stgna_ atur _).Submit onl_y_pg l ,,_2__8,�}�I 2_io�- a :and-3 __pits of each). Engineer
turc not required for rcncw;il
FORM: MTDS 4i91
I, of 13
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t II ti((�, .111-11 - N u(r ,illi miticd as a result c l ,( (e•nr.k,il i,I [m)(1111( ;111OI( (c) ,u(
( xut(nl; Ix rnui. I(�i (hr ('XI`,Ilnl', I)cnnit number W00002284;1(1(1 clan 6/16/01 .
4 Speedy whether the IS puhhc m X Pnvalc
III. INFORMATION ON WASTEWATER:
I Nature of Wastewater: 90 _ % Domestic; 10 % Commercial;
% Industrial; _ __ % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivisiori, hospital, commercial, industrial, apartments, ctc.:
Residential subdivision
3. If wastewater is not domestic in nature, what level of pretreatment has been provided
to ensure protection of the receiving wastewater treatment facility-.
Approved grease traps for all food services
4. Volume of wastewater generated by this project: 350,000 gallons per day
5. Explanation of how wastewaterrvolume was determined: ( see attached)
6. Brief project description: Dualized extended aeration iary
wastewater treatment facility/relaimed water for sid-ential
irrigation.
IV. DESIGN INFORMATION:
1 . Type of wastewater treatment facility (extended aeration, oxidation ditch, activated
sludge, acro-mod, other): Dualized Extended Aera i nn
2. For coastal facilities and golf course spray irrigation facilities, all essential treatment and
disposal units must be provided in duplicate. Specify-. golf course spray facility;
X_ coastal facility; other. How many units have been provided? 2-
3- Specify the design flow of the facility: 350,000 gallons per day
4. Specify the volume of the r uir flow equalization basin or tank: 9n . onn gallons
NOTE: The required equalization tank volume is determined from a diurnal hydrograph
analysis of the maximum and minimum flows expected.
5. Specify the number of and Capacity of the pumps used for flow equalization:
- -- -(-2-)-- .. Pumps at ---�43 GPM each
6. How many har screens arc provided'?
7. Specify whether bar -screens are: _ X_-__ manually cleaned; __. mechanically cleaned
2 of 1 I

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tV1I ('IIANk M I
8. glow 111itny (low �pliltcr IX)Xc\ arc provrciccp
1 _
9. Arc (he flow Irttcr Ix)xcs dcsrgncd to allc>w ncc excess of the average daily flow to
return to the cqualrzauon hasrn'�
_. yes, -._ no
10. How many aeration basins arc provided?
1 1. What typc of aeration rs pr-c,vidcd (coarse bubble, fine bubble, floating aerators, etc.)?
--- course_ bubble
12. Specify the volume for each aeration basin: 180,734
gallons
184,656
al
13. What is the detention time in the aeration basin(s)? 26 .03 g hourourss
14. How many clarifiers are provided? 2 )
15. Specify the volume for each: 63,452
52 gallons
63 4
16. What is the sidewater depth of the clarifier? 12 1 —0„ gallons
17. What is the detention time in the clarifiei)? s feet
8 � 70 `' s � ' -.
18. What is the clarifier surface loading rate? 2 n 5 hours
19. What is the clarifier solids loading rate? GPD per square foot
20. What is the weir loading rate? Pounds per square foot per hour
��/2) 2 7 R 7 G2z/_F_Z GPD per foot
21. Specify the volume of the iQuired sludge holding tank:
22. Is the sludge holding tank heated? 32.100 gallons
23. Is the sludge holding tank aerated? YeS. —� no
x yes; no
24- Determine the population equivalency `
e9 y (PE): PE = flow in GPD / 100 GPD per person
350,000 GPD / 100 GPD per person = 3 , 500
25. Determine the population equivalency
per capita sludge capacity (I'CSC):
PCSC = sludge tank volume in gallons / ( (PE) (7.48 galper cubic foot))
370 , 000 gallons / (( 3500
) (7.48 gal- per cubic ft.)) = 10. 71
26. List the number and capacity of all blowers and what each serves:
2 2,000 CFM Blowers for Aeration
1) 300 CFM Blower for Equalization
2. How many tertiary filtration units are provided (dual units required)? ?f
28. Specify what tern ^ne
ary filtration units are provided (traveling bridge, dual beds, other):
—_Travelin—c _Bridge
29• What is the area of each filter?
30- What is the filler loading; ralc*'� �4R Square feet
_ - ' 70 GPM per square ft
*Filter loading rate should be Icss than -1.-25 GPM per square 106t
31 . What is the cicarwcll capacity" 3,145
- g�tllc,ns
3 of 13

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PA(d 1 (•1!')h
t.' I lu rrunrnnu(i Ir-.ir�+•r'll ,ilr,u rl� nrr-rlrrl i i IiIIi ,rrr.rl (I', (I'�1 liar II Ill rruririir•,)
Mill (lc•arwCll (;lp;l( Ily ( 15.14 II ) ( I S (;I'M p(r II 2) (10 IlllJl)
Min cicarwcll capaclly nc•cdc(l Is 2271 llk)[IS
33 What is the nlud%vc11 cap;lcr(y 1 N/A
-- _ - gall(>ns
34.'file minllnilln mll(1wCll C;ilYi( IIy ncedc(I Is backwash vol + Inflow during backwash
backwash volume = cicarwcll capacity
inflow during backwash = (flow) (10 minutes)/ 1440 minutes per day
min. mudwell capacity = (( GPD) (10 mill.)) / 1"0 minJday + gal.
minimum mudwell capacity needed is: ____U/A gallons
35. What is the thickness of the sand? 10" Min. inches
36. What is the thickness of anthracite? _6 ". Min. inches
37. What are the sand specifications? 0.45_0,-U mm for effective size;
5 . uniformity coefficient, % dust content
38. The sand specifications are included on page N/A of the plans or
on page 11500 4 of the specifications.
39. What type of chlorination is provided? _ N/A
40. What is the volume of the chlorine contact chamber? N/A gallons
41. How much detention time is provided (minimum 30 minutes required)? minutes
42• Has residual chlorine removal equipment been provided? N/A yes; no
If yes, what type? Map,
43. What is the volume of the effluent dosing or spray tanks? 30.079 gallons
44. Specify the number of pumps and their capacity: 2 pumps at 608 GPM'
45. What is the total dynamic head? 21 61 feet
46. The pump curves are included on page of the plans or
on page of the Append i x R specifications.
47• Specify the high water alarms provided: _ x — audible & visual; x auto dialer
48. What sludge handling equipment is provided? , None ( contract d to others )
49. How, where, and by whom will the sludge be ultimately disposed? _Land appl ; ed
by Atlantic Nutrients
50. If the sludge is going to be land applied by a contractor list the existing permit number
-- _ _..and issue date
51. Explain how the sludge will be treated to comply with the "Processes to Significantly
Reduce Pathogens "
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MI t'ICANIt AI I I I C I MI NA
PA t .I ', (,t/,) I ,
S2. Wilm IN tlu n,rrrrc cal the closcsi d0w11111op(- walcrs') Pamlico Sound
53. Classification of closest downslopc surface watcrs.
--- --- - SA (as
es.tablishcd by the 1:.nvironrncntal Management ('onunission and speed reel on pal,c I O of
this application)
54. If a power failure' could impact watcrs classrficd as WS, SA, B. or SI3 describe which of
the mcasurc.�, arc tx�.ing implemented to prevcnt such impact, as required in ISA NCAC
2I { .'0200: _ Backup Generator
55. If the facility is a coastal facility or a golf course spray irrigation facility describe the
automatically activated standby power system: Gas powered standby
generator with automatic transfer switch
56. Describe any other treatment units that are not previously described: Ultra —violet
disinfection system (dualized) with turbidime ar wh,rh
solenoid - actuated valves to divert effluent from irrigation activates
PonPon— o noncompliant and in the event of —a reduction in
effluent quality.
COMPLETE SECTION V, VI, OR VII THAT APPLIES, FOR THOSE
SECTIONS OR QUESTIONS THAT DO NOT APPLY, WRITE NOT
APPLICABLE OR N/A. ALL OTHER SECTIONS MUST BE COMPLETED
RAPID INFILTRATION NOT APPLICABLE
I - What type of rapid infiltration system has been provided (rotary distributor, spray
beds, other)?
2. What is the vertical separation to the seasonal high water table?
3. What is the loading rate (must not exceed 10 GPD / ft.2)? feet
4. How many disposal areas are there? GPD / ft.2
5. What is the square footage of each disposal area?
square feet
6. What is the square footage of the "green area?"_ -_—_—___---- - --- -- ----
7. What material is the rotary distributor constructed or
feet
8- What is the dtarnelcr of the rotary distributor"'
y. Is the rotary distributor hydraulically or motor (driven') feet
5 of 11 —

I(1 the r„I,rr\ clrlrulr,r cli`Iici.;II .ur,, "II„ulrl IH I„rn,Irlrl irri,unclr(l Ir
lyl>c .III Ih111 c Y,I ncl> ;II Ica. [ I K Inchc" 1W.h w )"I (mild %uI1;1( r Mid ;it Ic';I%I
Ithcrvc grcntncl .tiurf;lcc Spcc-Ify l" I;u 1x0( , I,rcrund Inchc.ti. and ;II)1,vc-
1 ruuncl Inchcs, thc'sc MAIN c-xlcncl
V1. GOE,E ("OURSE SPRAYS N(YI' AP1'1.1CAB1.h:
I What is the name and location of the golf course that is being Irrigated with treatcd
wastewater?
2. What is the volume of wastewater to be irriga[ed?
3 - What is the volume of the five day detention pond? gallons per day
4 - How is public access prevented from the 5 day detention pond? gallons
5. Is the 5 day detention pond lined? _ yeS; _ no What material ?
6- What volume of storage is required by the water balance (minimum of 60 days)?
days; gallons
7 What volume of storage is provided in the storage / irrigation pond?
days; gallons
8 - Is the storageA rigabon pond lined? _ yes; _ no. What material?
9 - The spray nozzle specifications are on page of the _ plans or _ specifications .
10. What is the loading rate recommended by the soils scientist (Iess than 1.75 in./ week):
in. / hour, in. / week; in.
/year
VII. SUBSURFACE DISPOSAL NUP APPLICABLE
I Specify the loading rate recommendation, as determined by the soils scientist, for the
subsurface disposal field:
2- Specify the loading rate recommendation, as determined by the soils Pic square
ist f foot.
rcpat� (100% replacement) subsurface disposal field: or the
Po GPD per square ft.
3. Specify design loading rate that will occur in disposal field: GPD / ft.2
(In coastal areas the maximum is 1.5 GPD / square foot for gravity systems and 1.0
GPD per square foot for low pressure systems).

Ml c'I InNlc Al 11, 1 .\ I 1\11 N I
`I No" ilv tlrc n(1ntlk-i r�l sul.�url uc held..
hc• clrntcntiicrn� ul nc� liclrk
Sul)lfly line ditr
M;rnifrlcl clra. - Ui�trihrriit>rr lateraldi`t Flolc di,t.
Numbcr of laterals:
(lyrically 70 ft. max. for LPP & 100 ft. max. for avit - - Lateral length
width: y)- Trench
-�; Trench depth:
Maximum pressure head: Minimum pressure head:
bottoms and ; Minimum vertical separation between trench
mean seasonal high water table: __; Distance on centers (for LPP not
less than 5 ft_): Maximum slo
gravity systems): Pe of trenches (should be less than 0.2% for
Details must be provided in plans/specs which
demonstrate that the ends of lines are plugged, that turn-u s
for LPP, and that measures will be taken p are provided
that laterals are properly installed. (grade boards, etc.) to ensure
5 - The following criteria should be used for the sizing of residential septic tanks:
a- three bedrooms or less, use minimum
b. four 900 gallons;
bedrooms , use minimum 1000 gallons;
C. five bedrooms, use minimum 1250 gallons.
6. For businesses with a design flow less than 600 GpD, the min'
be twice the flow. mini tank capacity shall
7• The following criteria should be used for the sizing of se tic
tanks
more than five bedrooms, multiple family residences, tanksserv- reidences with,
residences*, or establishments with a flow between g two or more
Septic Tank Volume - 600 GPD and 1500 GPD:
- (1.17) (daily sewage flow) + 500 gallons
*Mlmmum septic tank capacity shall be 1500 gallons
8- For design flows between 1500 GpD and 4500 GpD, the f
used: Septic Tank Volume - (0.75) (dail ollowing criteria shall be
ge flow
9. For design flows which exceed 4500 GPD us sewas se ac) + 1125 gallons
10. Specify the septic tank volume: P tank capacity equal to the flow.
11. Specify the gallons
pump tank volume: .
12. Specify the number of pumps and their capacity: gallons
13. Specify the high water alarms.. Pumps at __- GPM
14. The different disposal fields, laterals, or g oaudibls ofvisual;
auto dialer
laic
typically designed to be dosed at different ralcP or volumes fin
a subsurface system are
the method that will be used to enper dosing asure that the proroone another. Explain
- - — - -`--- g tes and volumes occur:
7 of 13,

�' 111. IS l 11Il: ll.ti
1 . "Ihe following hultcr zones must be maintained
a) 400 feet Ixtwccn wetted irrigation area and any residence under separate ownc.rslup.
b) 400 feet between the wetted area and residences outside of the
golf course development for golf course sprays;
c) 100 foot vegetative buffer between nearest residence and edge of spray influence
for golf course spray irrigation disposal systems;
d) 150 feet between wetted area and property fines;
e) 150 feet between the wetted area and property lines of lots outside of the
golf course development for golf course sprays;
0 200 feet between spray irrigation systems and any adjoining property and shall be
buffered by trees in coastal areas;
g) 100 feet between wetted area and wells;
h) 500 feet from public surface water supplies or public shallow (less than 50 feet)
groundwater supplies; or 100 feet from private groundwater supplies in coastal
areas;
i) 100 feet between wetted area and drainage ways or surface water bodies;
j) 50 feet between wetted area and public right of ways;
k) 100 feet between wastewater treatment units and wells;
1) 50 feet between wastewater treatment units and property lines.
2. If any of the applicable -buffers 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:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. Onc original and three copies of the completed and appropriately executed application
form.
h Tll apprip►,ate permit processing lee:, ui accordance with I NCAC 211 0205(c)(5)
C FIVC r oprc" (d the cxrsUng Ix.rnut it a renewal ur nuxlification

05/03/2000 10:54
2522611760 _ _
BPG INC
PAGE 03
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ROAD CLASSIFICATI a +
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hard surface ,.
Improved surface
Secondary highway,
hard surface
Unimproved road
(� Interstate RoutQ
n U. S. Route () Slate Route
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DMA 504 1 SS -SERIES V842

.05/03/2000 10:54 2522611760 BPG INC PAGE 02
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INSTILUCI'IONS TO NC PROFESSIONAL LNOWURs
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re Wbcd,,Vr,w too wAbs &Ud CC for SgPUe tlon pmdQg$, to t th w form. with forma .1 &magh 7 m=04bd. to
the qpeapdw O AO= of Enybumb aW irta�oad Water Qa�S� (tsea pale S of 8). As a
adshnu t. yrxt tax bWv& m SX by IV copy tbo jon 4 of a 7.5 minute S opogaphit: Map whtcb $bows the
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1. Appitt*�t (>peatty nemo olthe m�iatp.ctty. caepcesidoaf fodividatal. �.):
outer 1)aaka/Kinnakeet Associat4s LLC
2. Name & compkre ad&m of 8OgkwCft9 ll= n i s s gl1 prof ga g i o n a 0 rou
106$ 4417 N_ r-rnatj%D--H y
_Kittg„w]$, NC 27-949
Tekpbow comber: 2S 2 } 2 A 1_ 3 2 f 6 r —
3. Pmje*m me:_-____._._Binnakeet Shore!l
4. Nava of cloom do ralope wad: P am j j C O- _ s o u n d
S. Dare County
6. Mapaameaoddam* BuZtgn, NC 1948 Rev. 1983
7. NC WdWWcW HquW # Seal, Mgauw s, mad Dow
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To: RMONA4'WATU QUALMY SVPMVLSOR
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Nair of smiaos watiats:
Ct (a aegbUsW by for Fzytroamoatal Mataagemeni COMrAdSlON:
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Bissell Professional group, P,p, Box 1068
Kitty Hawk
Nt
l'cicphmw No 252-261-3266 27949
Profcssiori,il l;nginrcr's ('crlificalion:
1' Mark Bissell
attest that this application for
and complete to dic�bcst of my knowledge. I further attest that to
—_-- has been reviewed by me and is accurate
proposed design has been prr-parrd in accordance with the applicable ega do Smy knowledge the
Portions of this submittal package may have been developed these materials under my signature and seal signifies t}iat I have reviewed this Although certain
fudged it to be consistent with the proposed design.by other professionals, inclusion of
material and have
North Carolina Professional Engineer's Registration No.
Print Name of — ����
Engineer _
tr{ttt�t�iv►,�y — —
Seal and Sig,,aturc (specify datc,�,��0CA�
Applicant's Certification:
I, Rav Hollowell
Kinnakeet Shores
9
m i
attest that this application for
has been reviewed by me and is accurate and complete to the
that if all required is of this application are not c best of my knOwledge- I understand
information and achments are not i luded, thin appl�catand acka eall
required supporting
incomplete PP rting
package. will be returricd as
Signature /�
Datc �`
---r�ZED
HF. C MPLETED APPLICATION NCLUDING ALL SUPPORTING /
`�'FO MATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NOR I ll (-ARO LINA DIVISION OF ENVIRONMENTAL MANAGE
WATER QUALITY Sh:('"I'1ON MENT
1'!':IlM1"I;S AND ENGINE
l:RING l)NI'I
POST OFFICE BOX 295.15
512 NORTII SALIS11t)lll' S'111I:h: f
NOIt"I-11 ('ARO1.INA Z762(,-(15.i�
I)W I