WQ0002284_Modification_20011116

a
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PIIOTOCOPIED FOR USE AS AN ORIGINAL)
MECHANICAL TREATMENT AND NONDISCHARGE DISPOSAL FACI
I. GENERAL INFORMATION:
1 Applicant (corporation, individual, or other):_ outer Bank
/Ri nna,.rY,L
Associates,
;
2- Print Owners or Signing Official's Name and Title '(the person who is legally
.responsible'for the facility and its compliance): Ray Hollowell —Manager
3 • Mailing Address: 41.1
.Qx
City: Manteo State: NC
_ Zip: 27954
Telephone No... 252. ) 473-2188
4. Project Name (subdivision, facility, or establishment name - should be consistent
with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.)Ki�akept Shores
S- Application Date-, 10 30 01
6. ` Fee Submitted: $ 400
7. County where project is ocated: Dare County
8. Address of treatment and disposal facility: Eirinakept
Shorplq jon
Hwy 12, Avon:.Townsliip
9- Latitude: 35020,0011 ; Longitude: 75*6200,,
of disposal facility
II. PERMIT INFORMATION:
I. Permit No. (will be completed by DI:M):
2. Specify whether project is: _ - 7-r,
*If renewal. r.'�W' renewal*;Xcati
complete only si:i t�i�rIs IIIIIIand.t- signature
(on pg.12).Submit only pgs. 1, 2, and 12 (original and 3 copies of:each): Engineer
signature not ruluired for renewal
FORM: MTDS 4/91
1';rl c lot I .i

N 1 I t I I,\NI( \I I p I AI M1 N I '
t II Ihi� apli�ic;ir�„„ i, Ix inl �ul�nlltled-as a resulr (if ,i rc nc ��:rl ��r nuxlrfic ;ilir�n iu ;iri
cxi`ting pernut, list the• c•xi,�lutE, pcm10 number W00002284;111c1 rssue-.date 6/16/01
4 Sf>eeify whcthcr the- :elrlflican( is public m X )nvate
III. INFORMATION ON WAS"I'EWATER:
I Naturc of Wastewater, 90 _ % Domestic; 10 % Commercial;
`3o Industrial; ___ % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
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:
ApprovedrTrease traps for all food services
4. Volume of wastewater generated by this project: 350,000 gallons per day
5. Explanation of how wastewater` volume was determined:_ ( see attached)
6. Brief project description: . DuaI J 7ed extended aeration tPrt i a r ,
wastewater treatment facility/relaimed wa er.
irrigation ° res
idential
IV. DESIGN INFORMATION:
I - Type of wastewater treatment facility (extended aeration, oxidation ditch, activated
sludge, aero-mod, other): _ Dua11ZPd Fxtende
Aeration
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? Z
3. Specify the design flow of the facility: 350, 0
�4_ gallons per day
4. Specify the volume of the rNuirrd flow equalization basin or tank:gn . nnn gallons
NOTE: Tltc required ccfualization tank volume is determined from a diurnal hydrograph
analysis of thc• maxirrn,ni and minirnum flows cxpcc:tcd.
5. Specify the number of and caliacity of the pumps used for flow equalization:
-(2) punip,% al 243..___ GPM each
6 '-low many har sc rt rw, arc provided" (1 )
7. Specify whcthcr har screens are X, manually cleaned, mechanically cleanc.cl
2 of I t

N1I-.('I I A N I ( AI I'I(I A I N11 N I
PA( of 1 0/01 1
8iiow many no, %plittci I)oxes are. provided' 1 _..... __.._
9. Arc the flow splitter Ixoxcs designed to allow the excess of the average daily flaw to
return to lie c(lualczauon basin'' yes; no
10. How many acration basins are providcd? 2
11. What type of acration is provided (coarse bubble, fine bubble, floating aerators, etc.)?
12
13
14
15
16.
17.
18.
19.
20.
21.
22.
23.
24.
25
course bubble
Specify the volume for each aeration basin: 180 , 734
184,656
What is the detention time in the aeration basin(s)?
How many clarifiers are provided? (2 )
S 'f
26.03
gallons
_ gallons
hours
pest y the volume for each: 63,452 gallons
63,452 gallons
What is the sidewater depth of the clarifier? 12.1-01, feet
What is the detention time in the clarifier(s)? 8 70 hours
What is the clarifier surface loading rate? _ 2 n " GPD per square foot
What is the clarifier solids loading rate? pounds per square foot per hour
What is the weir loading rate? i) 1 359 'r, pn�ZFT 2 ) 2787 rpn/ FT GPD per foot
Specify the volume of the rir sludge holding tank: 32 , 1 on gallons
Is the sludge holding tank heated? yes; _x no
Is the sludge holding tank aerated? x_ yes; no
Determine the population equivalency (PE): PE = flow in GPD / 100 GPD per person
350,000 GPD / 100 GPD per person = 3,500 population equivalency
Determine the per capita sludge capacity (PCSC):
PCSC = sludge tank volume in gallons / ( (PE) (7.48 gal. per 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) 21000 CFM Blowers for Aeration
1) 300 CFM Blower for Equalization
27. How many tertiary filtration units are providcd (dual units required)? one
28. Specify what tertiary filtration units are provided (traveling bridge, dual beds, other)
_IfTraveling Bridge__'
29. What is the area of each filter? __23.-ells. C. ] 5_.14 SF/Cel 1 =34R square feet
30. What is III(. filter 1(rt(ling rate+" .70 GPM per square It
`1 filter loading rate she�ulcl I)c lc•� than 1 25 (;PM pee scluace• fool
31. What is tic clrarwcll capacity" 3,145 plhms
1 of 13

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Ire• rrurrrrrnrni , lc,ir well rlr.n i(� nrrcic'cl r . I'A .I •I
rlrllc r ,ur.r) ( I" (II'�1 Ire r Ir c I(I crunutc`.1
Min cicarwcll 15.
14 �
M)n. cicarwcll cal);►crty 1cc(IetlII ) per It �) (IU nunl
33 � 2271
What is the nr►ulwell capacity ) l;all(rn�
34. — N/A
►c minimum mudwcll capacrly needed backwash volume =cicis. backwash vol. + inflow during backwash
ons
arwcll capacity
inflow during backwash = (flow) 00 minutes)/ 1440 minutes per day
min. mudwell capacity - ((
GPD) (10 nun.)) / 1440 min./day +
minimum mudwell capacity needed is: A gal.
35. What is tht e hickness of the sand?
10 Min. gallons
36. What is the thickness of anthracite? inches
37 6"- Min.
What are the sand spcciTcations? inches
5
—�4�-0�-�0 mm for effective size;
---.. uniformity coefficient;
38. The sand specifications are included on page % dust content
on past 11 50C).4 — �` of the plans or
`-- 39. What pof the specifications. - ` `�
40. �`Pe f chl nn [��I is rovided?
a. .P_.- A.
What is the volume of the chlorine contact chambe
41. How much detention time is Provided gallons
42. Has residual chlorine removal equipment ker, mo mtn�utes required)? ,T /r minutes
if yes, what type? provided? —LEI/A yes; - -�' no
NIA
43. What is the volume of the effluent dosing or spray
44. S P Y tanks. 30 , 07 gallons
Pecify the number of pumps and their capacity: --- 2 pumps at
45. What is the total dynamic0 head? 1 �� GPM
um ` .
46. The
P p curves are included on page feet '
on page ---. of the � of the plans or
_ Ab�nd,�y
47. Specify the high water alarms provided: specifications.
48 What sludge handling_ X _ audible & visual; —x auto dialer
equipment is provided? ­N_ one (contracted to others)
49. How, where, and by whom will the sludge g b� ultimately disposed?
—hY Atlantic Nutrients
50. If the sludge is going -to be land applied by a contractor list the exis
ting permit number
- - - - -- ,; and issue date
51. Explain how the
1 c will Ix treated to (:(),,)ply will' (he "Processes to Significantly
Reduce Pathogeny ..
11 crf I i

0
MI ( I IANI( AI I PI A I MI N'1
PA(.I (t/1) 1 r
52. What a tlrc nano ��I (hc closest downslopc surla(c. waters'' Pamlico Sound
53. Classification of closest downslope surface waters. SA. .. _... as
established by the Frivironmental Management Commission and specified on page 10 of
this application)
54. If a power failure Gould impact waters classified as WS, SA, B, or SI3 describe which of
the measures arc txnng implemented to prevent such impact, as required in 15A NCAC
2I-1 .'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 turbidimeter xhich activates
solenoid - actuated valves to divert effluent from irrigation
;a-Q,n_C:Q i,pliA.n,t pond` 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
V • RAPID INFILTRATION`AP>?L,caBL"1
---
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? feet
3. What is the loading rate (must not exceed 10 GPD / ft.2)? _ GPD / ft_2
4. How many disposal areas are there?
5. What is the square footage of each disposal area9 square feet
6. What is the square footage of the "green area?" square feet
7. What material is the rotary distributor constructed oP _
8 What is the di;uncicr of the rotary distributor" fr.el
c) Is Ow iw;rly disirihutor hydraulically or motor (iflvcn''
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Iti lrc' u�,Ill lh;Il cxlc•.ncls at Icast I }{ rnchc� IK•Ir,w I 1 rr, uncle<I Irk rutr�,,,nr �
alkrve ground surface Shec'ifY how far l,n'unrl surlae c ,urrl ;rI Iea.v I: I[Iche ,
ground ground uu'hcs. and alxrvr
Inches, these• u-;III c'xlenrl
VI. COURSE ,SPRAYS
NUP A IT1,1 CABLE;
I What is tlic name and location of tltc
golf course that is being irrigated with treated
wastewater?
2. What is the volume of wastewater to be irrigated?
3 • What is the volume of the five day detention pond? — gallons per day
4. liow 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 - days).
.
days;
7 - What volume of Storage is provided in the story e gallons
g /irrigation pond.
days;
8 Is the storage/irrigation pond lined? gallons
9. The s ra — yes; _ no. What material?
P y nozlle specifications are on page
10. What is the loadin of the _ plans or_ specifications .
g rate recommended by the soils scientist (less than 1.75
in. /houin./ week):
r, in. / week;
in. / year
SUBSURFACE DISPOSAL N(yV APPLICABLE:
l Specify the loading rate recommendation, as determined by the soils scienti
subsurface disposal field: st, for the
2 Specify the loadin GPD Per square foot.
g rate recommendation, as determined by the soils scientist, for the
reoa_ t Ca (100% replacement) subsurface disp
osal field: 3 Specify des _ GPD per square ft.
ign loading rate that will occur in disposal field:
(In coastal areas the maximum is 1.5 GPD -- - —GPD / ft.2
GPI per s/square foot for gravity systems and 1.0
square foot for low pressure syslcros).

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4 tiIx•( try (11(• It, nilx•( of II,huc h Hd.. . I'hc c1(nicnti(o1IN (,f Ow fickle
Supply I(nc dill _... _.. Manifold tha.. ._ ._._ .. 1)(s11-1hut(on la(cral
dill. 1-lolc dirt. _ Number of laterals: ; Lateral length
(typically 70 ft. max. for LPP & 100 ft. max. for gravity): _; Trench
width: ; Trench depth: _ ; Minimum pressure head:
Maximum pressure head: ; Minimum vertical separation between trench
bottoms and mean seasonal high water table: ; Distance on centers (for LPP not
less than 5 ft_): ; Maximum slope of trenches (should be less than 0.2% for
gravity systems): ; Details must be provided in plans/specs which
demonstrate that the ends of lines are plugged, that turn -ups are provided
for LPP, and that measures will be taken (grade boards, etc.) to ensure
that laterals are properly installed.
5. The following criteria should be used for the sizing of residential septic tanks:
a. three bedrooms or less, use minimum 900 gallons;
b. four bedrooms , use minimum 1000 gallons;
c. five bedrooms , use minimum 1250 gallons.
6. For businesses with a design flow less than 600 GPD, the minimum tank capacity shall
be twice the flow.
7. The following criteria should be used for the sizing of septic tanks for residences with,
more than five bedrooms, multiple family residences, tanks serving two or more
residences*, or establishments with a flow between 600 GPD and 1500 GPD:
Septic Tank Volume = (1.17) (daily sewage flow) + 500 gallons
*Minimum septic tank capacity shall be 1500 gallons
8. For design flows between 1500 GPD and 4500 GPD, the following criteria shall be
used: Septic Tank Volume = (0.75) (daily sewage flow) + 1125 gallons
9. For design flows which exceed 4500 GPD, use a septic tank capacity equal to the flow.
10. Specify the septic tank volume: _ _ gallons
'I- Specify the pump tank volume: gallons
12- Specify the number of pumps and their capacity: pumps at GPM
13. Specify the high water alarms: audible & visual; _ auto dialer
14. The different disposal fields, lateral~, or groups of laterals in a subsurface system arc
typically designed to be dosed at different rates or volumes from one another Explain
the methcxl that will be used to ensure that the proper dosing rates and volumes occur:
/ (d I'i

n11 r'I I,\t�:it ;\I I I I ••� I r.11 tv I +
1 • The foll(w,ng I)uflcr zones must be mainta,nc(l
a) Opp feet l�ctwccn Vetted irmgation area and any residence under separate own
b) 400 feet between the wetted area and residences outside crtil„I,
golf course development for golf course sprays; of tlrc
c) 100 foot vegetative buffer between nearest residence and edge of s ray in
for golf course spray irrigation disposal systerru; p y fl11encc
d) 150 feet between wetted area and properly lines;
e) 150 feet between the wetted area and property lines of lots outside
golf course development for golf course sprays; °f the
0 200 feet between spray buffered by trees irrigation systems and any adjoining property and shall be in coastal areas; r
g) 100 feet between wetted area and wells;
h) 500 feet from public surface water supplies or public shallow (less than
groundwater supplies; or 100 feet from private groundwater supplies in areas; coastal
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 properly lines.
2. If any of the applicable, butkrs are not being met, please explain how the
buffers will provide equal or better protection of the Waters of the State with no in
°posed
Potential for nuisance conditions: creased
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 ltem,c
a. One oril,n;tl and three cop
form ies of the ccn
�,plc(cd and appropriately cxecutcd a > >li
11 c,,tt,on
I) Tic• ;tpp,,,l,,,;,t,� I,rrrn,t prcx�c•tisinl�, Ir•,
0
,n ;)( Cc)rclancc' will) I)A NCAC 211 (vm) 0 )( �)
I'IV( l UI,Ir•, (it )II(. CXINI,r)l; IX-A,)„1 ,I ;I 1('11t'•aI (), 11)(k1,1W;iII M)

135/03/2000 10:54 2522611760 — BPG INC PAGE 03
- - - BUXTON QUADRANGI~E
AYES NORTH CAROLINA DARE CO
COMMERCS 7.5 MINUTE SERIES (T0P0GRAPHIC) �iM�
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-ROAD CLASSI FICATI • • � 1 '
Primary highway, Light -duty road, herd or
hard surface Improved surface ---- ---
Secondary highway,
hard surface Unimproved road
(, ) interstate Route t ) U. S. Route ( ) State Route
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QUADRANGLE LOCATION
BUXTUN, N. C.
95075-05-TF-024
1948
PHOTOREVISED 1993
DMA 5854 1 SE --SERIES V842

D5/03/2000 10:54
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2522611760 BPG INC
PAGE 02
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awmattal ftxrormatioa.
INSTRUCTIONS TO NC tROFESSIONA L EiGIMR: would flow Wward)
pni of wtv s (alas t�rlar�e t� ow �' o w tram"irctillq�
T M da *ficxdM of the down&k" PEM ',`.P.1n�n,�t offial• Tbetoface, YOU tare
is which d a0 so Milk be oJ�cW �t be d444rr�44 tlsa t tb ! fbtm. with iv= .1 dw nib 7 co Rmpoittrd, tc
pi d,tprLOi to WbMh%l o OW "w VWkW' S o 4). Ali
�p �prvpilate lytvillou of Eavk0mmul MaSamat ILCSWOA slaver Qutllty °� w� shows ttx
y0ii 3itsrt tacivdc ro &S" by II aopy of the potion of a 7.5 minnta S ToQol f? ft do"
do�vo:lopi
Nrfaft wum is wWcX% tboy wW ba k cacd. ldl=*
locatiaa of don wwas ad dlsa dowa+ttope Once the . reslotut Met has eompkted the chmitlestlon
stit%W *am as to attached sad tha tvpofraPbic auQ Into the
aPR�eatlon forts aw
relatwrPorsu thle taamplettd pane `
submit tine arplkstloa p kale•.
atma Of ft maaietpWiv, cWPwkdoo, ia&VWUS" ate.i:
i . Appiiata�t (>peciPy .
O t r Barike Kinnakeet Associates LLC
2. Name & cotApiete addrosi of 4a&00
RAi
o eKitty,Hayg o al u
k 27949
Teiepb000 inambbr: t ) —
32
3. pm k et S are
4. Nam of clwoit 4Ww0 lcpcwsu=. o
S. gmmq(kX)wb"sewnsadtsuriaeewatesserelocmd: Dare Count
6. MW=zk.addm SuZton, N 1948 Rev. 1983
7. NC ProfintonA Sv&AW& S44 Sigmwm, and Dats:
�• ''(((NN CAR
-TO: RF,GIONAL,WATER QUALITY- SUPR MOR ~�
:• ti
pkess pe»vidr on wltls tho man of the wtla%W whets these ewers will be =sandee. at idctdbe�d oa the Luc
MP Knot: — —� c— _ . _ 1
Name of tauiars ./ J C r' a—., c i--)
Gtlgilk (aa estsbl4W by also FnviroamcMd Mumomeat Commission):
'Pm(aoreddud&Arioa. if spp icrbW
SIPume of trjioaat office perionod
FORMt GSPSA OV95
%3
Page t� of 8-
Date: — _•

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252-261_3266 tiralr Nt: 1068
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PrUposcd de 10 the best Of �.s _ (leis. aPPlicatlon
Port' sign has been mY knowl j hits
these Ions of this submittal ge. 1 further been reviewed b �..
Mat un P cka din accordance a(rest that t Y me and '
Judged it t der mY si ge'i have with the applica o the best of MY is accurate
° consistent u i[linthcre and seals been developed b blc regulations. � owlcdgc the
North Carolina Proles PropOscd dcsign. es tha(1 have o(VecProfessionals thi r, clti ;oLigh c'�tn
f'nnt Name of �nginc S1pnal nginecr's Re •s s material and ha of
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Seal and Stgnatule
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Raieation: °r•; S. B1Ss;;,x'v
o
Hllow
e Lr
has itlnakeet Shores , attest that this
�ns been rev 1ew application for
for f all requir d by me and is acc `a
oration and urare and i'icOmplete t achMntsi araPPlication are°no�l�o to the best otm
not lud aplcted and that i al sledge 1 understan
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Signature cd thi plication equir- u d
- package will be PPOning
11f returned as
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