NCG060177_MONITORING INFO_20131001

PERMIT NO.
DOC TYPE
goI
STORMWATER DIVISION CODING SHEET
NCG PERMITS
❑ HISTORICAL FILE
Y MONITORING REPORTS
❑ Q 0 1-3 Ib d/
YYYYM M DD

STORMWATER DISCHARGE ()t-TFALL (SDtl)
NiONTTORING REPORT
GENE NAI. PER\ITT N(). NCG060000 SANIPL,ES COLLECTED DURING C LL-NDAR YFAR: 90113
(This monitoring report is due at the Division no later than 30 clays from
the date the facility receives the sampling results from the laboratory.)
F:�CII.I'I'1' �i:��1I �' ' " �'u� ^ry �L .-"`•! G. r� ';'� tr'. L OUNTY
PERSON COLLFCTING SAMPLES iV A PHONE: NO. ( ! 7
CER'I'lFIF-) LABORATORY V(*.n,r'J r�/� La6 #
T►G.a Lab # PLEASE SIGN ON THE REVERSE 4
PUN A: ,tipcc(f C :Nionitorin� Requirements
Outl'all
No.
Date
Sample
Collected,
mo/(Id/vr
00530
10100
011340
00556
31616
Total Suspended
Solids,
m IL
Standard units
Chemical Oxygen
Demand,
m -
Oil and Grease,
1110,
Fecal Coliform,
Colonies per 100 tnl
Benchmark
-
100
Within 6.0 — 9.0
120
30
1000
D
- 13
2-71
I: IUJ rep01-1 a <:irplCd %'alilc in crccss of the hcnchmark vahlc, or ouu5ide the hcnchniark nul_L=e for pl'I, 1'ou rust implcnlent Tier I or Tier 2 rc�pclnscs.
lice ilend:,! l'Crm11 text.
1)1c. lhl, a lull' 17CC nl't'1 �'CI11C'l �'1:l111ICnJt1{'C' :�lll1'It1C'. U.S11140 111IUC ft,111 55 1,IIIMIS [)1 1)C11' 11)01l'�I' Oil PCr !11111th.' 1'lS 11S)
t�l Ic,, i.nl rlel� P;1rt llr
Part H: Vehicle Maintcnwice Activity ..lonitorin T Rec uiremcnts
f 111fall
No.
I?ate
Sample Collected,
moldd/vr
00556
00530
00400
Oil and Grease,
m L
Total Suspended Solids,
m
pH,
Standard units
New Motor Oil Usage,
.-Annual averse al/mo
! benchmark
30
100
6.0 — 9.0
-
,I
I
Now: I f You report a �Znnlplcd value in exc;ss of the benchmark value, or outside the benchmark ranee for pH, you must implement Tier 1 or Tier 2 responses.
�t t ic;1e1;11 f'e�rnit text
S'f 0k\1 1':1 F:NT CHARACTERISTICS:
])ute e" (first event sample[]) f
E otal l'.yt 1[t t 1'rl'ctpit:1t1F1n (InchNs}: f �
I}ate di.st each additional event samples] this reporting period, and rainfall amount)
}'Tail Original and one copy to:
Divi iotl of Water Qual3t\'
Attw DWQ CC)I1trYd Filei
1617 Mail Service Center
Raleieh, North Carolina 27699-1617
Total Event 1'rceipilation (inches);
SVVU-2�19-I02107

"I certify, under penalty of law, that this document and all attachments were prepared wider my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief,
true, accurate, and complete, f am aware that there are significant penalties for submitting false information, including;
the possibility of fines and imprisonment for knowing violations."
Signature of rmittee} (Date)
4
SWL'-_'4t.1-Ii1+1,ti-.

STOR:MWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
GENE:RAI. PERMIT NO. NCG060000
CERTIFICATE. OF COVERAGE NO. NCG06
F.ac1r.lTv NA\lE Nv�r Df I�R F Z) /bV 1-&-4cr ✓.
PERSON COLLECTING SANTPLES T�VA� Q- /rDA
CERTIFIED LABORATORY VtNArl I1 La6 #
PAC?� L I.ah #
Part A: Specific iNionitoring Requirements
SAMPLES COLLECTED DURING CALENDAR YEAR:
(This monitoring report is due at the Division no later than 30 days from
the date the facility receives the sampling results from the laboratory.)
COUNTY
PHONE NO. ( /Q-)
PLEASE; SIGN ON THE REVERSE 4
Outfarl
No'_
Date
Sample
Collected,
moldgLvr
00530
00400
00340
00556
31616
Total Suspended
Solids,
m IL
pH,
Standard units
Chemical Oxygen
Demand,
m J
Oil and Grease,
mgfL
Fecal Coliform,
Colonies per 100 ml
C Ienchmark
-
100
Within 6.0 - 9.0
120
30
1000
-/'
SDO
-
1
NOIC: I f }0u report a trampled value in cxucs� o( the henchman: value, or uutside the benchmark range for pH, you must implement Tier 1 or - cr 2 responses.
5�:e General Permit text.
Did this facility perform Vehicle Maintenance. Activities using more than 55 gallons of new motor oil per month? _ yes _no
(if vex_ complete Part 13)
Port B: Vehicle Nlaintenance Activity - ionitorin = Requirements
Outfall
No.
Date
Sample Collected,
trio/dd/vr
00556
00530
00400
Oil and Grease,
mg&
Total Suspended Solids,
MO.
pH,
Standard units
New Motor Oil Usage,
Annual averse al/mo
Benchmark
30
100
6.0 - 9.0
-
Nloic7 If you report a sampled value in excess of the benchmark value, or outside the benchmark range for pH. you must implement Tier I or Tier 2 responses.
Sre General Permit text. 116 ex
STORli E%'ENT CHARACTERISTICS:
Date (first event sampled) /` ��
Total F eat Precipitation (inches):
Date (list each additional event sampled this reporting period, and rainfall amount)
Total Event Precipitation (inches):
Mail Original and one copy t q
Division of Water Quality AUG 0 1 2013
Aum DWQ Central Files
1617 ,tilail Service Center
Raleigh. North Carolina 27699V
SWU-249-102 t 07
Pace I of 2

"I certify, under penalty of lacy, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief.
true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including
the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee)
0
(Date)
S11 t_1-249-1021(.17

D�t STORMWATER DISCHARGE OUT1:ALL (SDO)
MONITORING REPORT
GENERAL PERMIT NO. NCGO60000 SA\NIPLES COLLECTED DURING. CALENDAR YEAR: c;2d/3
CERTIFICATE OF COVERAGE NO. NCG06A L! Zr-OA 60-60.' (This monitoring report is due at the Division no later than 30 days from
the date the Facility receives the sampling results from the laboratory.)
FAC11,1TV NA.MF A106? " �- f�^/� �, /c+I�?! e--�-fc E LA COUNTY flU/�L�it�
PERSON COLLECTING SAMPLES VVA 1L�r O.N
CERTIFIED LAB()RA'1'()RY V `A �� -La6 #
DNA. L�e 7-10,4 _I,ah # PLEASE SIGN ON THE REVERSE �
Part A: Specific Monitoring Requirements
Outfall
No.
Date
Sample
Collected,
ma/dd/ yr
00530
00400
00340
00556
31616
Total Suspended
Solids,
m IL
pH,
Standard units
Chemical Oxygen
Demand,
MO -
Oil and Grease,
mg/l_.
Fecal Coliform,
Colonies per 100 ml
Benchmark
-
100
Within 6.0 — 9.0
120 _
30
1000
I A'. Z-
i'7. -/ 3
Now: If you report a sampled value in excess of the benchmark value, or outside the benchmark rangc for pH, you must implement Tier I or Tier 2 responscs.
sce Gcner;al Permit text,
Did flik Docility perform Vehicle Vlainicnance Activities using more than 55 a alinns of new motor nil pc.r month? r }'es _no
(if ,C::. CurnplctC P;trt B)
Part B: Vehicle Maintenance Activity Monitoring Rectuirements
Outfall
N.
Date
Sample Collected,
mo/dd/ yr
00556
00530
00400
Oil and Grease,
m
Total Suspended Solids,
MO,
pH,
Standard units
New Motor Oil Usage,
Annual averse al/mo
Benchmark
30
100
6.0 — 9.0
-
time.: If you report ,a sampled value in excess of the henchmark value, or outside the benchmark range for pH, you must implement Tier I or Tier 2 responses.
See General Permit text.
STORNM EVENT CHARACTERISTICS;
Date ' '(first event sampled)
Total Event Precipitation (inches);
Date (list each additional event sampled this reporting period, and rainfall amount)
Mail Original and one copy to;
Division of Water Quality
Attn: DWQ Central Files�
1617 Mail Service Center Q�
Raieimh, North Carolina 27699-1617
Total Event Precipitation (inches)-
S W U-2 49-102107
Paee. 1 of 2

"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my -inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief,
true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including
the possibility of fines and imprisonment for knowing violations."
9 13
(Signatur f Permittee) (Date)
WLI- 49-10-2107

SToRkI ATER DISCHARGE (1UTFALL (SDO)
MONITORING REPORT
GENERAL PER.N11T NO. \C(':I)60000 SAMPLES COLLECTED DURING CALENDAR YEAR:
CERTIFiCATF OF COVERAGE NO. NCG06 /V C- s-("this monitoring report is due at the Division no later than 30 days from
the date the faciiilp receives the sampling results from the laboratory.)
FACILITY\:\�'lF 1tfl�Ll �i G:= %'A'y ���r�.l,L (-,qr1.. Z. V.
COUNTY
PERSON C.'OI.I.F:CTING Sr\\iP).F,S,�V'AY �r;y f_-�C-�r<!)�_ +'��'�^ PITO.NE 'NO.
('i�:RTIf�IFI) 1,Al1()KAT()RV V .AA/ EE_A L q
r''lr-,a L_ Lab # PLFASE SIGN ONN THE. REVF.RSF a
Part A: Spccifc Monitoring Requirements
Outfall
jNo.
I
Date
Stemple
Collected,
mo/dd/vr
00530
00400
00340
00556
31616
Total Suspended
Solids,
nt L
pH,
Standard units
Chemical Oxygen
Demand,
MO -
Oil and Grease,
mg/L
Fecal Coliform,
Colonies per 100 ml
Benchmark
-
100
Within 6.0 - 9.0
120
30
1000
15D6 dl
-i
5 - =-�
'
I w
r -GOGi
I Z
- = (
C'rya
C- z-6-6r
E�]
Nol;w: If vliti reporl a s:tnlpleci value In exceti% of lhC benchmark value, or out.6dc the hcnchntark range for pl-1, you n)tt.t implement Tier I or Tier 2 respon-�cs.
.Svv Gcller:tl 11C1,11111 t;\(.
Did the- facility perl'Orm Vehicle: Maintcnance Activities tr;in- more than 55 ttallt)n; of nc.c• ntt)t+jr oil per nwlllh"' _ ye. _nu
r tr Ve" : unlplcly P.Irt B I
fort N: Vehicle :\laintenance Activily Monitoring Requirements
C)utfall
N'o,
Date
Sample Collected,
mo/dd/vr
00556
00530
00400
Oil and Grease,
mgfL
Total Suspended Solids,
MO.
ply.
Standard units
New Motor Oil usage,
.annual averse al/mo
Benchmark
30
100
6.0 - 9.0
-
I
j
I
-Note: It you report a sampled value in excess of the henchmark value. or outside the henchmark range fete pH, you must implement Tier 1 or Tier 2 response..
eL
tier (. cncr.ol i'rrnnl rc\L
STORt•1 l;\'I:NT CHARACTERISTICS: Nlail Original and one cope to:
Division of Waler Quality
i)ate ' (first event ss n I d) Z 1 Alm: D1�1�Q Ccnttal 1=iles 13
�I otxl Iry rt Precipitation l inches): �' I b l 7 fail jcn ice Center
Raleivh. North C:tru#ilia 27699-1611 i
Date rust each additional event sampled this reporting purind, and rainfall am runt)
'Dotal Event Precipitation tinches):
SWU-2119-102107
Pau I ni' 2

"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on m►• inquire of the person or persons who manage the system, or those persons
direct]%, responsible for gathering the information, the information submitted is, to the best of my knowledge and belief'.
true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including
the possibility of fines and imprisonment for knowing violations."
(Signatu,pKof Permittee) (l):Ite)

STOWNIWATER DISCHARGE OUTFALL (5Dt))
MOMTORING RF.I'ORT
(,ENERAL PERMIT NO. N00060000 SAMPLES COLLECTED DURING CALENDAR YEAR:p2.0�3
C RTIFICA'rE OF COVFRAGF NO. NCG06 NC-Zr-OAZ' CeAOO (This monitoring report is due at the Division no later than 30 days from
the date the facility receives the sampling results from the lahoratorv.)
F:\( II.I"1'1' NAaIF tfUG! :r 4: F:'!= l�G:^r_L z co'VVTI
PT utiON COI.I.i C.TING S.aN1P1.E5_Vy A >C"V7'0 PIIONF NO.
C .RT1FIED LABORATORl' VA"ri -"-/-1 Lab #
-P,gC- N;, Lx-7-rc,c La a PLEASE SIGN ON THF. REVERSE 4
flirt A: Specific -Monitoring Requirements
Uutt'ali
No.
[late
Sample
Collected,
mo/ddlvr
00530
00400
00340
00556
31616
Total Suspended
Solids,
ni fL
pH,
Standard units
Chemical Oxygen
Demand,
Dig/ i.
Oil and Grease,
mg/L
Fecal Coliforni,
Colonies Per 100 ml
Benchmark
-
100
Within 6.0 -- 9.0
120
30
1000
a
Nolc- I I repurl a sampled %':iiuc in excec< ul' tlic hinnchmark value, or oLis:idc the benchmark range for pl i. Xuu muSt implement Ticr I or Ticr 2 respon';cs.
S r I'erMrE le\E.
DId 0II, Iacilit}' pet•furrn Vrhicic -.i:tlnlcnancc ActiViliCS llama more than 5` gallons of new nimor oil per munlh'' _ ve"; �riu
Pan B l
Part It: Vehicie .Maintenance Activiiv Monitoring Requirements
0111fall
l No.
C
Date
Sample Collected,
mo/ddlvr
00556
00530
00400
Oil and Grease,
m L
Total Suspended Solids,
m
pH, I
Standard units
New Motor Oil Usage,
Annual average gaUmo
Benchmark
30
100
6.0 - 9.0
-
I
I
utc ! I ruu report o s:rntplt c! eaiue in excess trl the hrnchmark value, or s)utside the henchniark range for pH, you must implement Tier I or Tier 2 responses.
tier t kn, r;rk 1'ernuE test.
STORM E.\'1•:N'1' CiiARAC.TERIS'I'1CS: Nlail Original and one copy to:
r Division of Water Quality
Dale j (first event trampled) ! Attn: DWQ Central File, _ O
Tuta! Fv� Precipitation inches : � � f t�5 1617 \tail Service Center
(inches)-
Raleivii.forthCarolina 27699-1617 .
Date dirt each additional event sampled this reporting period, and rainfall amount)
l'utal Event Precipitation (inches),
,AN .
SWU-249-)02107
Pace 1 of 2

"I certify. under penalty of law, that this document and all attachments Nvere prepared under my direction of -
supervision in accordance with a system designed to Fissure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons Nvho manage the system. or those persons
directly responsible for gathering the information, the information submitted is, to the hest of mv knowledge and belief',
true, accurate, and complete. I am aware that there are significant penalties for submitting false information. including
the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee)
-s
3 -,2- (� /_-9
(Date)
111 '.;`;-IO-I .

. S-1OWN-1WATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
l:H: 1:1t:�E, 1'Ek\E1T i�(3. (;('060000 SaAIP�I✓S C(II.I.EC�FD DURi'SG CALE1`UAR 1'I:AR: 0`
(:WH>• ICATE OF COVERAGE NO. NCGO6 /Y C-xC1 ���'�t� (This monitoring report is due at the Division no later than 30 days from
the date the facility receives the sampling results from the laboratory,)
f':1CII.1TY -NAME }�r�u� �.' �4:'�n.�'L �E�sl�r�c.: tr.(' �,; �' COUNTY IJU�L//v
PF;RSO` COLLECTING SAMPLES A n1 : �E TOE -� '7—'—
P1 [ON ENO. ( / ) �; - 3
CERTIFIED LABORATORY V .nrf4 LA #
r-e:-6NA Ly ]~ICA L I,ah # PlYASF. SIGNON THE REVERSE �
fart :1: Specific .N-lonitoring Requirements
Outlall
Nn. I
Datc
Sample
Collected,
mo/dd/yr
00530
00400
1111340
00556
31616
Total Suspended
Solids,
m /L
pH,
Standard units
Chemical Oxygen
Demand,
m
Oil and Grease,
mg/L
Fecal Coliform,
Colonies per 100 ml
j Benchmark
-
100
Within 6.0 - 9.0
120
30
100Q
+
I
I
r
'\"1C: i? yot] rcpoit a actnlplcd vuhlc in cxc%:ss 11' Ilse benchmark va111e, or 1lut6dc the bcnchmarl: ram-,c for pi 1. you mint implement Tier I Or Tier 2 rc,,ponse5.
ACC (k 11erid PCI'11111 IC1I.
Did lhl, f:Ocillty perlOrm Vchic:le NMainlemsucc Aullvllics uSlnC more than 51 gallons u ncu& molor od per. 111umh! _ }'l's —no
11t vt'".' ;llp��lt' I'urt li)
Part It: Vehicle \Maintenance Activity ;lonitoring Requirements
Outfail
No.
Date
Sample Collected,
mo/dd/vr
00556
00530
00400
Oil and Grease.
mgfL
Total Suspended Solids,
mgfL
pH,
Standard units
New Motor (Nil Usage,
.Annual average al/mo
Benchrrlark
30
I00
6.0 - 9.0
i
1
NowI l' vtlu report .1 ,c:mplcd vttlue in c.rcess of the benchmark VZ11ue, ur uulSide the benchmark ran,e for pfi, you ntust implement Tier 1 or Tier ? responses.
.lv (i.nel':11 he Anil tc.xt.
S'I•( RNI l- \:i,';\'I' Clit lk.1C'I'ERIS'i'ICS: /
Duty [first event sampled)
Total)-".'nt Precipitutiun (inches):
fate diet each additional eNent sampled this reporting period. and rainfall amount)
Total N:vew Precipitation (inches):
N-tail Original and one copy to:
Division of Water Quality
Altw D«'Q Ccnind FiiLa
1617 N-laiI Service Center
Raleigh. North Carohna 27699-1617
SWU-219-102107
Pa1'c 1 oj' 2

"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted, Based on my inquiry of the person or persons who manage the system. or those persons
directly responsible for gathering the information. the information submitted is, to the best of my knowledge and belief,
true, accurate, and complete. T am •aware that there are significant penalties for submitting false information, including
the possibility of fines and imprisonment for knowing violations."
. 2&- �-� S - 9 -
(Signature of Permitte (Date)
_�`)-It s-IiI..

MEMORANDUM
To: Jim Gregson, Wilmington Regional Supervisor, Surface Water Protection Section
From; Linda Willis, Environmental Engineer, Surface Water Protection Section
Subject: House of Raeford , Wallace Chicken Processing Plant,
Wastewater Treatment Plant Capacity Calculations
The Wilmington Regional Office requested an evaluation of the stormwater runoff volumes that are
generated in the processing/truck staging areas of the facility. A "first flush" volume calculation was
requested. That should have involved some sampling in order to determine what the quality of the
stormwater is after, for instance, a 1", 2" and 3" rain event. Of course the quality of the stormwater
would vary given the time period between rain events.
The region received a map showing the drainage areas and flow of stormwater within the collection
system as well as calculations indicating the biological and hydraulic treatment capacities. The
information was received in this office on January 3, 2013. Several questions were sent to the
consultant, Jimmy Holland, on January 23, 2013 for clarification on questions concerning the calculations
and the map.
The wastewater treatment calculations indicate the plant is hydraulically limited at 1.013 MGD if a
detention time of 30 hours is required for biological treatment and 1.52 MGD if 20 hours of detention
time suffice. The biological treatment capacity was determined to be 1.05 MGD. The plant has two flow
limitations, one at 0.9 MGD and one at 1.5 MGD. The calculations for BOD loading were based upon an
influent BOD to the aeration basins of 343 mg/L and an allowable ROD loading of 3008 lbs/day of 800.
Production flows range anywhere from 0.026 MGD up to 1.143 MGD (based upon a review of DMRs
from January 2012 to October 2012). Regardless of the higher flows, there has only been one daily
excursion of the daily ROD limit (10 mg/L) and that occurred after a flow of 1.051 MGD the previous day.
It should be noted that monitoring was not conducted during the majority of the days where flow
exceeded 1.0 MGD. Based upon the average flows during the time period reviewed, there is flexibility
for increases in hydraulic loading to the plant for additional stormwater treatment. If hydraulic loading
remains a concern, House of Raeford could eliminate the cooling tower/boiler blowdown discharges to
the plant and discharge those directly to surface waters under an NCG500 permit.
The emergency stormwater pond is roughly 300' x 350' by approximately 2 feet deep. The depth is
questionable as the bottom of the pond has been full of solids which the House of Raeford has been
attempting to remove. Information concerning the dimensions of this pond was requested. One foot of
the depth available would need to be reserved for freeboard requirements. The pond is large enough
even at 1' depth, to provide a storage capacity of 78S,000 gallons. The consultant indicates a 1" rain will
result in 157,000 gallons of stormwater.
The area across the road from the facility generates a very poor quality stormwater due to the staging of
trucks hauling birds. A large portion of that site is not being captured for treatment. The area is gravel
which makes it impossible to implement good housekeeping practices such as sweeping, which might

suffice in reducing the bacteria content enough to bring bacteria levels down. The bacteria
concentrations have been in excess of 1 million (fecal coliform colonies{100 mL)_ DWQ requested
information on how much stormwater (in inches) would result in overflows from lift stations #1 and 2.
That information was not provided in the calculations. The consultant did not provide wet well
capacities, but did provide the time it takes to pump down the stormwater inputs to the lift stations
after a 1" rain. The House of Raeford needs to determine how much rain would result in an overflow
from the lift stations conveying stormwater and provide information on the quality of the stormwater
after a 1", 2" and 3" rain, for comparison.
Until further information is gathered, it is difficult to make any recommendations concerning how much
stormwater would need to be treated in order to bring bacteria levels down to an acceptable range.

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iFRo, GJiz �d, oc 0033"4
NORTH CAROLINA IN THE GENERAL COURT..OrSUSTICE
SUPERIOR COURT D&IkOL .�
COUNTY OF DUPLIN % CVS
co
STATE OF NORTH CAROLINA, ex. rel.
Dee Freeman, Secretary, North Carolina )
Department of Environment and Natural
Resources, and ex rel., Environmental ) c�
Management Commission, )
Plaintiff, ) CONSENT JUDGMENT
V. }
}
HOUSE OF RAEFORD FARMS, Inc., )
(Wallace Facility) }
Defendant. )
THIS CAUSE came on.to be heard this day before the undersigned Judge of the Stipeiior
Court, sitting in session in Duplin County, located within Judicial District 4, which District'also
includes Duplin County, the County where this civil action originally was conunehc�d. .The
Plaintiff, State of North Carolina {"State"), by and through its Division of Water Quality
("DWQ") of the Department of Environment and Natural Resources ("DENR..'), was represented
by Anita LeVeaux, Assistant Attomey General. The Defendant, House of Raeford Farms, Inc.
(also "HORF"), was represented by Henry W. Jones, Esquire. The parties have informed the
Court that they have settled all matters in controversy between them and they desire to enter into
the following Consent Judgment. Based on the stipulations of the parties and the matters of
record, and it appearing to the Court that Defendant consents to the relief sought, as evidenced
by the signature of Defendant's counsel below, the Court makes the following Findings of Fact
and Conclusions of Law.
9
r

FINDINGS OF FACT AND CONCLUSIONS OF LAW
l . HORF holds North Carolina National Pollutant Discharge Elimination System (NPDES)
Permit No. NCO003344 ("Permit") for operation of an existing wastewater treatment system at
its chicken processing plant near the town of Wallace in Duplin County, North Carolina and for
making an outlet therefrom for the discharge of treated wastewater to Rock Fish Creek.
2. HORF is unable to comply with the final effluent limitations for Oil and Grease,
Mercury, Biochemical Oxygen Demand (BOD), and Nitrogen under the Permit. Compliance
with the effluent limitations Oil and Grease, Mercury, Biochemical Oxygen Demand (BOD), and
Nitrogen will require evaluation and/or re -design of existing wastewater treatment system, as
well as obtaining appropriate Authorization(s) to Construct ("AtoC"), construction, and
operation of modified or additional treatment facilities.
3. The absence of treatment facilities needed to comply with the effluent limitations for Oil
and Grease, Mercury, Biochemical Oxygen Demand (BOD), and Nitrogen control facilities
constitutes a violation of the State's water quality statutes and of the Permit.
4. Plaintiff is authorized to bring this action for injunctive relief for violations of the State's
water quality statutes, and of NPDES permits by reason of N.C. Gen. Stat. 143-215.6C.
5. HORF stipulates that it has been properly served with a copy of the Complaint, accepts
venue in Duplin County, accepts service of the Complaint, and admits to all factual averments
contained in the Complaint.
6. HORF is in the process of improving operations and planning for trial testing, technology
selection, design, obtaining appropriate Authorization(s) to Construct, and construction of the
additional treatment facilities needed to meet the Permit effluent limitations for Oil and Grease,
BOD, Nitrogen, and, Mercury.
7. The parties have agreed this Consent Judgment CIOC") may be signed out -of -court, out -
of -term, out -of -county, out -of -district, and/or out -of -session, as the case may be. HORF has
agreed to, and shall pay all court costs in this action.
8. HORF has agreed to, and shall undertake, the actions specified herein below in order to
ensure full compliance with all Permit effluent limitations, monitoring conditions and applicable
North Carolina law.
2

COMPLIANCE SCHEDULE AND INTERIM LIMITS
9. HORN' shall undertake trial testing, technology selection, design, obtaining appropriate
Authorization(s) to Construct, construction, and shall place into operation procedure and
facilities in order to ensure full compliance with Oil and Grease, Mercury, Biochemical Oxygen
Demand (BOD), and Nitrogen Permit limits and applicable North Carolina law. Pursuant to the
compliance schedule set forth below, HORF has agreed to and shall complete all items set forth
below on or before the compliance deadlines set forth below, during which time HORF is
authorized to discharge wastewater according to the following Interim Limits:
PARAMETER
DAILY MAX
MONTHLY
AvERAGE
Oil & Grease
30 mg/l
15 mg/l
BOD
30 mg/l
15 mg/1
Ammonia Nitrogen
20 mg/1
10 mg/1
Mercury*
*The DWQ will not enforce mercury violation while the JOC is in effect, so long as HORF
develops and implements an acceptable mercury minimization plan.
a. . Within ninety (90) days, upon entry of this JOC, conducted by a NC registered
professional engineer, an evaluation of alternatives for wastewater disposal to included, but not
limited to, pretreated discharge to the Town of Wallace WWTP #2, NPDES Permit No.
NC0003450.
b. Within one hundred twenty (120) days upon entry of this JOC, and conducted by
a NC registered professional engineer, an evaluation of the actual hydraulic and biological
treatment capacity of the wastewater collection and treatment system to include, but not limited
to:
i. wastewater collection system;
ii. the 1000 gpm DAF unit;
iii: pretreatment flumes and. screening;
iv. equalization basin, including development of a plan and schedule for
removing grease, scum, and other solids;

V. aeration basins;
vi. clarifiers;
vii. secondary DAF unit;
viii. tertiary filters, including backwash disposal;
ix. emergency holding pond;
X. sludge digesters; and
xi. process control and compliance monitoring.
C. Within ninety (90) days upon entry of this 30C, and conducted by a NC registered
professional engineer, HORF shall complete an evaluation of the current stormwater collection
and disposal.
d. Within one hundred fifty (150) days upon entry of this 70C, submit a draft PE's
written -report to DWQ of the findings and recommendations for items under subparagraphs 9.a.,
9.b. and 9.c, to include, but not limited to:
i. design deficiencies at the facility;
ii. operational and maintenance deficiencies at the facility;
iii. identify the source of mercury;
iv, capacity calculations; '
V. flow schematics of the wastewater and stormwater collection systems;
vi. recommendations for corrective actions; and
vii. recommendations for disposal alternatives.
e. Within thirty (30) days upon receipt of DWQ comments of the evaluation, submit
the final PE's final written. -report to DWQ of findings and recommendations for items under
subparagraphs 9.a., 9.b. and 9.c, to include:
L design deficiencies at the facility;
ii. operational and maintenance deficiencies at the facility;
iii. identify the source of mercury;
iv. recommendations for corrective action;
V. capacity calculations;
vi. flow schematics of the wastewater and stormwater collection systems; and
vii. HORF's plan of action to implement the recommendations from the.
professional engineer.
f. Upon acceptance by DWQ of the plan of action, implement the plan of action,
having submitted all necessary complete AtoC applications with 90 days of acceptance of the
plan of action
g. Develop and implement a wastewater treatment process control, an optimization
plan and a mercury minimization plan.
4

h. Within twelve months of the issuance of AtoC permits, or within 12 months of
DWQ acceptance of the plan of action if an AtoC permit is not required, complete
implementation of the plan of action, construction activities, and return to full compliance with
Permit:
NOTICES
10. No later than fourteen (14) calendar days after any deadline identified in paragraphs
above, HORF shall submit to the Director of Water Quality, at the address below, three (3)
copies of the progress reports including written notice of compliance or non-compliance:
Wilmington Regional Supervisor
Division of Water Quality (SWPS)
1628 Mail Service Center
Raleigh, NC 27699-1628
In the case of non-compliance, the notice shall include a statement of the reason(s) for non-
compliance, remedial action(s) taken, and a statement identifying the extent to which subsequent
deadlines may be affected. Notices shall include updates on HORF's progress with a mercury
minimization plan, notwithstanding other updates which may be requested by DWQ.
STIPULATED PENALTIES
l l.. Unless excused under paragraph 12 below, HORF will pay the Director of the Division of
Water Quality, by check, made payable to the "North Carolina Department of Environment and
Natural Resources", stipulated penalties according to the following schedule for failure to meet
the deadlines set forth above:
a. Failure to meet a schedule deadline:
b. Failure to meet any daily max interim limit:
c. Failure to meet any monthly average
interim limit:
$500/day for first 7 days;
$1500/day thereafter.
$500
$2500 for the first month and
S5000/month thereafter.

d, Failure to submit progress reports: $50/day for first 7 days;
$250/day thereafter.
e. Failure to obtain compliance with Oil and Grease, .
Mercury, Biochemical Oxygen Demand (BOD),
and Nitrogen in the issued Permit within,60
days after upgrades are placed in operation: $10,000
12. Stipulated penalties shall not be due and payable if HORF demonstrates to the Division
of Water Quality that non-compliance was caused solely by:
a. An act of God;
b. An act of war;
c. An individual act or omission of a third party; however, this defense shall not be
available if the act or omission is that of an employee or agent of HORF or if the act
or omission occurs in connection with a contractual relationship with HORF;
,d. An extraordinary event beyond HORF's control. Contractor delays will not be
considered events beyond HORF's control; or
e. Any combination of the above causes.
13. Failure within thirty (30) days of written demand to pay the stipulated penalties or to
challenge them by a contested case petition pursuant to N.C. Gen. Stat`.§150B-23, will be
grounds for a collection action, which the Attorney General is hereby authorized to initiate. The
only issue in such action shall be whether the 30-day period has elapsed.
SETTLEMENT OF
LV-2009-0125, LV-2009-0455, AND PC-2009-0109 ("Agreement")
14. HORF upon entry of this TOC, shall pay the stun of thirty-four thousand five hundred
dollars ($34,500) in six consecutive monthly payments. The first payment shall be due thirty (30)
days after entry of this order.
15. Payment shall be made by check and made payable to the North Carolina Department of
Environment and Natural Resources (or "NC DENR"), and delivered to the following address:
C

Anita LeVeaux
Assistant Attorney General
N.C. Department of Justice
Environmental Division
9001 Mail Service Center
Raleigh, North Carolina 27699-9001
16. HORF and DWQ agree that the consideration for this settlement is the promises
contained herein and that this Agreement contains the whole agreement between them and this
Agreement. shall be binding upon the parties, their successors and assigns, upon execution by the
undersigned; who represent and warrant that they are authorized to enter into this agreement on
behalf of the parties hereto.
OTHER PROVISIONS
17. The parties agree that, for purposes of any future bankruptcy proceeding, this JOC is not
intended as, nor shall it be deemed to constitute, a novation of any claims asserted by HORF
against DWQ. HORF further agrees that all sums payable to DWQ are nondischargeable in
bankruptcy under 11 U.S.0 §523. Nothing in this Agreement releases any nondis.hargeability
claims that may be asserted by DWQ in any bankruptcy proceeding, and nothing in this order
shall be deemed a waiver of DWQ's right to rely on the nature of any claim or debt released in
this order to show that the claim or debt is nondischargeable.
18'. Nothing in this JOC shall restrict the right of DWQ to amend deadlines in the event of
unavoidable delays outside of the control of HORF.
19. This JOC constitutes full settlement of all matters -referred to in the Complaint. Plaintiff
reserves all rights to otherwise assess appropriate civil penalties prospectively pursuant to N.C.
Gen. Stat. § 143-215.6A in connection with the operation of HORF's wastewater treatment
system; providcd, however, the parties expressly understand and agree that prior to the deadline
for compliance according to the Compliance Schedule set forth in Paragraph 9, above, HORF is
authorized to discharge wastewater according to the Interim Effluent Limits for Oil and Grease,
BOD, Nitrogen, and Mercury set forth in Paragraph 9.
20. DWQ shall request a dismissal upon notice by both parties that HORF has successfully
complied with all the terms of the compliance schedule, above and notwithstanding the other
7

provisions of this order, is in compliance with the effluent limitations for total nitrogen set forth
above, unless otherwise instructed by Order of this Court.
ORDER
IT IS THEREFORE, upon the consent of the parties and without the taking any evidence,
ORDERED, ADJUDGED and DECREED;
I . The above stipulated facts and terms, as agreed to by the parties, are hereby made
specific findings and orders of this Court. HORF is directed to undertake and complete all
actions in the compliance schedule according to and consistent with deadlines set out above and
to comply with the interim measure and interim limit set out above.
2. The Court shall retain necessary jurisdiction of this matter for purposes of enforcing the
terms of the Consent Judgment; -for purposes of determining -any matters in dispute; and for
purposes of determining any motions for further relief based on changes in circumstances. The
parties may jointly modify the provisions of the Consent Judgment only with affirmative
approval, in advance, by the Court.'
This the IVkof March, 2010.
CONSENTED AND AGREED TO:
ROY COOPER
ATT Y GE
By:
Anita LeVeaux
Assistant Attorney ineral
N.C. State Bar No. 13667
Environmental Division
N.C. Department of Justice
Attorney for Plaintiff
-Ld'o a- AA,-%
Superior Cobft Judge
JORDAN PRIJ CE WALL,
1-2
MEW W =39n,
Attorneys for Defendant, House of Raeford
Farms, Inc.

W _4 L 1_ A-C- L--- --
Timestamp
COC Number
Laboratory
Laborato
Number
Sus n
Event
6/27/20115:54:49
NCGO60177
vane
oxford
3/2/2011
SDO1
11900
8.4
194
22
240,000
6/27/20115:55:26
NCG060177
vann
oxford
3/2/2011
SD02
1960
8.1
912
300,000
6/27/20115:56:05
NCG060177
vann
oxford
3/2/2011
SD03
784
8
321
23
6/27/20115:56:31
NCGO60177
vann
oxford
3/2/2011
SD04
823
7.9
24&A
25
1,000
6/27/20115:57:01
NCG060177
vann
oxford
3/2/2011
SDO5
7.3
43
10
35
6/27/20115:57:36
NCG060177
vane
oxford
3/2/2011
SD06
2640
8.1
24
6/27/2011 5:58:16
NCG060177
vann
oxford
3/2/2011
SDO10
58
68
20
500
6/27/2011 5:58:53
NCG060177
vann
oxford
3/2/2011
SDO11
16
34
6
600
6/27/2011 5:59:25
NCG060177
vann
oxford
3/2/2011
SDO12
237
6.2
59
6
2,400
6/27/20116:00,08
NCG060177
vann
oxford
3/4/2011
SDO1
2275
600,000
6/27/20116:00:54
NCGO60177
vann
oxford
3/4/2011
SD02
500
8.9
24
480,
6/27/20116:01:27
NCG060177
vann
oxford
3/4/2011
SD03
162
8.4
67
11
220,0M
6/27/20116:01:58
NCG060177
vann
oxford
3/4/2011
SD04
983
7.9
65
5
400,000
6/27/20116,02,35
NGG060177
vann
oxford
3/4/2011
SDO5
5
8.2
119
5
55
6127/20116:02:34
NCG060177
vann
oxford
3/4/2011
SDO5
5
8.2
119
5
55
6/27/20116:03:16
NCG060177
vann
oxford
3/4/2011
SD06
8.7
14
6/27/20116:03:49
NCG060177
vann
oxford
3/4/2011
SDO10
58
9.7
68
20
500
6/27/20116:04:21
NCG060177
vann
oxford
3/4/2011
SDO11
11
9.8
22
5
530
6127/20116:04:45
NCGO60177
vann
oxford
3/4/2011
SDO12
67
$.9
20
5
450,000
6/27/20119:15:18
NCG060177
vann
oxford
1/13/2011
SDO1
113
12
130,000
6/27/20119:15:42
NCGO60177
vann
oxford
1/13/2011
SD02
360
20
180,000
6/27/20119:16:09
NCGO60177
vann
oxford
1/13/2011
SD03
115
8.2
7.8
110,000
6/27/2011 9:16:38
NCG060177
vann
oxford
1/13/2011
SD04
196
8
96
99
25 000
6/27/2011 9: 17:04
NCG060177
vann
oxford
1/13/2011
SD05
5
19
7
300
6/27/20119:17;41
NCG060177
vann
oxford
111312011
SD08
90
6.6
66
7.1
200,00
6/27/2011918:08
NCGO60177
vann
oxford
1/13/2011
SDO10
28
9.
94
7.8
50,00
6/27/20119:18:35
NCG060177
vann
oxford
1/13/2011
SD011
17
9.2
53
71
16,00
6/27/20119:18:55
NGG060177
vann
oxford
1/13/2011
SDO12
74
9.3
20
14
7,000
6/27/2011 9:20:16
NCGO60177
vann
oxford
9/29/2010
SDO1
1480
S 2
798
94.3
12,00

w

6/27/20119:20:41
NCG060177
vann
oxford
9/29/2010
SD02
150
8
19.4
12,000
6/27/20119:21:02
NCG060177
vann
oxford
9/29/2010
SD03
25
7.8
38
6.3
12,000
6/27/20119:21:29
NCG060177
vann
oxford
9/29/2010
SD04
105
7.4
83
5.2
12,000
6127/20119:21:56
NCG060177
vann
oxford
9/29/2010
SDO5
5
6.5
7
5
3,600
6/27/20119:22:23
NCG060177
vann
oxford
9/29/2010
SDO8
160
8.3
8
5
12,000
6/27/20119:22:45
NCG060177
vann
oxford
9/29/2010
SDO10
27
10
5
12,000
NCG060177
2/23/2013
SDO1
3600
7.4
440
5,600
0.12
NCGO60177
2/23/2013
SD02
480
8.2
369
5,200
0.12
NCG060177
2/23/2013
SD03
177
7.7
131
-5G
0.12
NCG060177
2/26/2013
SDO1
28,000
0.44
NCG060177
2/26/2013
SD02
40,000
044
NCG060177
2/26/2013
SD03
20
0.44
NCG060177
2/26/2013
SDO1
1.3
NCG060177
2/26/2013
SD02
200
1.3
NCGO60177
2/26/2013
SD03
23,000.
1.3
NCG060177
3/12/2013
SDO1
2650
7.6
138
90,000
NCG060177
3/12/2013
SD02
6.7
L jjw
1 2,600,000
NCG060177
3/12/2013
SD03
52 5
6.5
51.2
200
NGG060177
6/3/2013
SDO1
3120
8.7
<5
620,000
NCGO60177
6/3/2013
SD02
430
61
<5
70,000
NCG060177
6/3/2013
SD03
21
7.7
26
<5
NCG060177
8/20/2013
missing 01
NCG060177
8/20/2013
SD02
8.3
NCG060177
1
8/20/2013
SD03
143
7.9
38
jjbFM,000

Timestamp
COC Number
Laboratory
# 1
Laborato
ry # 2
Outfall
Number
Usag
e > 55
Event
Precipi
6/27/20115,54,49
NCG060177
vann
oxford
3/2/2011
SDO1
8.4
22
No
6/27/20115:55:26
NCG060177
vann
oxford
3!2/2011
SDO2
8.1
No
6/27/20115:56:05
NCG060177
vann
oxford
3/2/2011
SDO3
8
23
No
6/27/20115:56:31
NCG060177
vann
oxford
3/2/2011
SDO4
79
25
1,000
No
6/27/2011 55701
NCG060177
vann
oxford
3/2/2011
SDO5
5
1 7.3
43
10
35
No
6/27/20115:57:36
NCG060177
vann
oxford
3/2/2011
SDO6
8.1
24
No
6/27/20115:58:16
NCG060177
vann
oxford
3/2/2011
SDO10
58
68
20
500
No
6/27/2011 5:58 53
NCG060177
vann
oxford
3/2/2011
SDO11
16
34
6
600
No
6/27/2011 5:59 25
NCG060177
vann
oxford
3/2/2011
SDO12
6.2
59
6
2,400
No
6/27/20116:00:08
NCG060177
vann
oxford
3/4/2011
SDO1
600,000
No
6/27/20116:00.54
NCG060177
vann
oxford
3/4/2011
SDO2
8.9
24
480,000 jd
No
6/27/2011 6:01:27
NCG060177
vann
oxford
3/4l2011
SDO3
8.4
67
11
220 000
No
6/27/20116:01:58
NCG060177
vann
oxford
3/4/2011
SDO4
7.9
65
5
No
6/27/20116:02:35
NCG060177
vann
oxford
3/4/2011
SDO5
5
8.2
119
5
55
1 No
6/27/2011 6:02 34
NCG060177
vann
oxford
3/4/2011
SDO5
5
8.2
119
5
55
No
6/27/2011603,16
NCG060177
vann
oxford
3/4/2011
SDO6
8.7
14
No
6/27/20116:03:49
NCG060177
vann
oxford
3/4/2011
SDO10
58
68
20
500
No
6/27/20116:04:21
NCG060177
vann
oxford
3/4/2011
SD011
11
22
5
530
No
6/27/20116:04:45
NCG060177
vann
oxford
3/4/2011
SDO12
67
8.9
20
1 5
No
6/27/2011 9*15 18
NCG060177
I vann
oxford
1/13/2011
SDO1
ago
113
1 12
No
6/27/20119*15:42
NCG060177
vann
oxford
1/13/2011
SDO2
SDO3
360
115
8.2
20
7.8
180,
110,
No
No
6/27/20119:16:09
NCG060177
vann
oxford
1/13/2011
6/27/20119:16:38
NCG060177
vann
oxford
1/13/2011
SDO4
1
8
96
9.9
25,000 -
No
6/27/2011 9:17 04
NCG060177
vann
oxford
1/13/2011
SDO5
5
19
7
300
No
6/27/20119:1741
NCG060177
vann
oxford
1/13/2011
SDO8
90
6.6
66
71
No
6127/20119.18:08
NCG060177
vann
oxford
1/13/2011
SDO10
28
94
7.8
No
6127/20119:18:35
NCG060177
vann
oxford
1/13/2011
SDO11
17
53
7.1
16,000
No
6/27/20119:18:55
NCG060177
vann
oxford
1/13/2011
SDO12
74
20
14
7,000
No
6/27/20119:20:16
NCG060177
vann
oxford
9/29/2010
SDO1
8.2
12.000
No
6/2712011920,41
NCG060177
vann
oxford
9/29/2010
SDO2
8
19.4
12,000
No
6/27/2011921.02
NCG060177
vann
oxford
9/29/2010
SDO3
25
7.8
1 38
6.3
12,000 AM
No
6/27/20119:21:29
NCG060177
vann
oxford
9/29/2010
SDO4
7.4
83
5.2
12,
No
6/27/2011 9:21 56
NCG060177
vann
oxford
9/29/2010
SDOS
5
6 5
7
5
3,
No
6/27/2011 92223
NCG060177
vann
oxford
9/29/2010
SDOB
8.3
8
5
12,000 M
No
6/27/2011 9.2245
NCG060177
vann
oxford
9/29/2010
SDO10
27
10
5
12,000 M
No
NCG060177
2/23/2013
SDO1
3600
7.4
440
5,600 29
0,12
NCG060177
2/23/2013
SDO2
480
8.2
369
5,200
0.12
NCG060177
2/23/2013
SDO3
177
7.7
131
50
0.12
NCG060177
2/26/2013
SDO1
28,000
0.44
NCG060177
2/26/2013
SDO2
40,000
0.44
NCG060177
2/26/2013
SDO3
20
0.44
NCG060177
2/26/2013
SDO1
1 ,000
1.3
NCG060177
2/26/2013
SDO2
200
1.3
NUU060177
1 1
12/2512013
SDO3
23,000
1.3

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LETTER OF TRANSMITTAL
Date:
1/2/2013
Job No.
2009-13
Attn.:
Mr. Dean Hunkele
Ref.:
NOR -Wallace
TO: NCDENR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
The Following Item(s):
L7 Shop Drawings d Prints
L7 Copy of Letter d Plans
We are sending you:
® Attached
L7 Under Separate Cover VIA
C7 Specifications
® Capacity Calcualtions
No. Copies
Description
3
Capacity Calculations and Stormwater map for HOR-Wallace
These are Transmitted as Checked Below:
C7 For approval
d For Your Use
® As requested
C7 For Review and Comment
For Bids Due NIA
L7 Approved as Submitted
L7 Approved as Noted
L7 Returned for Corrections
L7 Resubmit
Remarks: _
EGEi
JAN 0 3 2013
Copy To:
d Submit
L7 For Distribution Prints
C7 Corrected Prints
d For Signature
d Prints Returned After Loan to Us
S
JW Holland Engineering, PLLC
PO Box 2928 Surf City, NC 28445
Certificate of Licensure P-0813
RECT JAN 0 3 2013

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DA 1t2 ac 4t2 f %
1 73,969 1.70 52,264 21,705 29-3%
2 22,193 0.51 12,689 9.504 42.8%
3 89,959 2.07 44,702 45,257 50.3%
4 46,751 1.07 42,931 3,820 8.2%
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i 16,448 0.38 617. 15.83i 96.1�6
9 53,124 1.22 31.204 21,920 41.3%
10 17.475 0.40 17,059 446 2.4%
11 36.921 0.85 14,660 25, 261 68.4%
12 23.477 0.54 1€1,836 12,641 53.8%
13 12.155 0.28 5.72€ 6,429 519%
14 4,866 0.11 - 4,866 100.0%
15 6.736 0.15 - 6.736 100.0%
16 7,805 OAS - 7,805 100.0`36
17 20,624 0.47 2.534 18.090 87.7%
18 30,094 0.69 - 30,084 100.0%
19 11,851 0.27 11,369 482 4.1 %
20 2,103 0.05 1.881 222 10.6%
21 47.107 1.08 - 47.107 100.0%
22 23.810 0.55 1.698 22,112' 92.9%
23 5,106 0.121 - 5,106 100.0%
24 16,703 0.38 - 16,703 100.0%
25 100,364 2.30 17.050 83,314 83.0%
26 12 343 .0.28 - 12,343 1O[1.fi°,,
27 7,541 0.17 •- 7,541 100.0%
28 6,896 0.16 - 6.8% 100.0%
29 18,633 0.43 1507 16,126 86.5%
30 19,665 0.45 3,530 16.135 82.0%
31 20,138 0.46 3,059 17,079 84.8%
32 9,4:_'0 0.22 7.087 2,333 24.8%
Totals 926,983 21.28 306.683 620,300 66.9%
LIN ETYPE QI$�N
PROPERT BOUNDARY - -
MAJOR CONTOURS 15
MINOR CONTOURS - -- 14. -- --
STORM'NAIIER COLLEC'nON __--
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EMPLOYM
PARKINGDA
8
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DA
AREA
11.'
AREA
ac
Open Area
f
BUA
ft'
BUA
%
1
73,969
1.70
52.264
21,705
29.3%
11,
22,193
0.51
12,689
9,504
42.8%
3
39.959
2.07
44.702
45.357
50.3%
4
46,751
1.07
42,931
3. 820
8.2%
5
53.879
1.24
15,004
38.875
72.2%
6
88,318
2.03
10,486
77,832
89.1%
7
20,519
0.47
790
19,729
96.1 %
8
16.448
0.38
617.
15.831
96?%
9
53,124
1.22
31,204
21,920
41.3%
10
17.475
0.40
17.059
416
2.4%
11
36.921
0.85
11.660
25,261
68.4%
12
23.477
0"54
10,836
12,641
518%
13
12.155
0.28
5,726
6,429
52,9%
14
4,866
0.11
-
4.866
100.0%
15
6.736
0.15
-
6,736
100.0%
16
7.805
0:18
-
7.805
100.0%
17
20,624
0-47
2, 534
18,090
8 7.7%
18
30,084
0.69
-
30.084
100.0%
19
11. 851
0.27
'11, 369
482
4.1 %
20
2,103
0.05
1,881
222
10.6%u
21
47,107
1.08
-
47,107
100.0%
22
1-3,810
0-55
1.698
22,112
92.9%
23
5,106
0.12
-
5,106
100.0%
24
16.703
0.38
-
16,703
100-0%
25
100,364
2.30
17.050
83,314
83.0%
26
12,343
0.28
-
12. 343
100-0%
27
7,541
0.17
-
7.541
100.0%
28
6.896
0.16
-
6,896
100.0%
29
1&633
0,43
2,507
16,126
86.5%
30
19,665
0.45
3,530
16.135
82.0%
31
20,138
0.46
3, 059
17.079
84.8%
32
9.420
0.22
7.087
2,333
24-rA)
Totals
926.983
21.28
306,683
620.300
66.9°fo
LINETYPE
PROPERT BOUNDARY
MAJOR CONTOURS
MINOR CONTOURS
STORMWATER COLLECTION
SANITARY SEWER
STORMWATER SWALE
DRAINAGE AREA
SYMBOLS
EXISTING GRAVEL PARKING/ROADS
EXISTING ASPHALT PARKING/ROADS
EXISTING
- 15 -
EXISTING
EXISTING CONCRETE WALKS/PADS
�fJ
EXISTING BUILDING
STORMWATER CATCHBASIN, JUNCTION BOX
STORMWATER DOWNSPOUT
SANITARY SEWER MANHOLE
SANITARY SEWER/STORMWATER PUMPSTATION
STORMWATER DISCHARGE OUTFALL (SDO)
0
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60' 0 60'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
VICINITY AIA.
NOT TO SCALE
FOR REVIEW ONLY
NOT RELEASED
FOR CONSTRUCTION
This ark-pn ! sheet is 24 x 36 : otter dimensons
indicaW il has been altered
AN intanretion represented on this sheet is the
property o[JW Holland EnglneeMg, PLLC and may not
be duplicated in whole of in pars volihmn written
aoihro tbn from JW Hc4and Enghoeft. PLLC 2010 V
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PROTECT NO.: 2010-008
DRAWN BY: ERB -
REMEWED BY: JWH
SHEET NUMBER:
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