NC0023299_Denial_19880425

C
APR?
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor April 25, +9-87-
S. Thomas Rhodes, Secretary
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. G. Reese Hart
Oakwood Land Development Corporation
2225 S. Holden Road
Greensboro, NC 27417
Dear Mr. Hart:
IAgA
03--OC-Oq
SUBJECT: Denial of NPDES Application
Permit No. NC0023299
Woodlake Mobile Home Park
Guilford County
cib-ECRT lxeEIL
R. Paul Wilms
Director
In response to your permit application for plant expansion received on
July 24, 1987, an application review was started by the Division of
Environmental Management. Since the proposed discharge is into waters
classified as drinking water supply, this Division requires the approval of the
Division.of Health Services before we can issue a permit. This is in accordance
with North Carolina General Statute 143-215.1(a) (copy attached).
In response to your application, the Division of Health Services has
informed this Division (copy attached) that they cannot concur with the issuance
of this permit for the plant expansion. Therefore, please be advised that we
are required to deny your application for plant expansion.
If this decision is unacceptable to you, you have the right to an
adjudicatory hearing upon written request within thirty (30) days following
receipt of this letter. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statues, and filed with
the Office of Administrative Hearings, Post Office Drawer 11666, Raleigh, North
Carolina 27604. Unless such a demand is made, this decision shall be final and
binding.
Continued...
Pollution Prevention Pots
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

If you have further questions in this matter, please call Mr. Arthur
Mouberry at [phone].
R. Paul Wilms
cc: Environmental Protection Agency
Winston-Salem Regional Office
Division of Health Services
Office of Legal Affairs
Technical Services
Permit file

PERMIT NO.: NCO() 23 2c
FACILITY NAME• Woocl lake M H P
Facility Status:
(circle owe)
PROPOSED
Permit Status: RENEWAL MODIFICATION UNPERMITrED NEW
(circle one)
Major
Pipe No•
Minor
Oat
Design Capacity (MGD)•
Domestic (% of Flow): 10 0
Industrial (% of Flow) -
Comments: ¥ E \,4 PGt t low ., C�✓t/'2 (y P.o'
et- -4- . O o ( 8/ 3 (/9 O
RECEIVING STREAM:
Class -
Sub -Basin -
Reference USGS Quad:
�
L_1 �Y fro fecal- Cv mil'
�fS--'llf
03-oc.-09
1 _ (please attach)
County- u -ce.trel
Regional Office: As Fa Mo Ra Wa Wi
(circle ewe)
Requested By: Jut 1 e- L w Ito Date.
Prepared By LJ2Pt �,t. tih/12)i Date.
Reviewed By: f�( fj Date.
/ 2-'7°"?
NPDES WASTE LOAD ALLOCATION
Modeler
Date Rec.
Drainage Area (mil) 1 •
7Q10 (cfs)
Avg. Streamflow (cfs): 1- 6
Winter 7Q10 (cfs) ' 30Q2 (cfs) - 65 '
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring: (�
Parameters 10())-Terri QtrKth) e) C Od-t.o , -') Pea,' Co ,-1-6v
Upstream
. Location
Downstream Location 'I/cu.) (kisa/ u4' e �G) GU -U
r 9.venccc��
(,' - OAF) ;Ai
w ( ou-`40/1)
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
`l;
iv
NH3 N (mg/1)
oZ
T
D.O. (mg/1)
TSS (mg/1)
30
1/4_56
F. Col. (/100m1)
/000
I WO
pH (SU)
/ 9
Co _9
Comments•

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Request No. :4160
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
NC0023299
WOODLAKE MHP
DOMESTIC
EXISTING
UT POLECAT CREEK
WS-III
030609
GUILFORD
WSRO
JULE SHANKLIN
7/29/87
D19NE
:
Wasteflow (mgd):
5-Day BOD (mg/l>:
Ammonia Nitrogen (mg/l):
Dissolved Oxygen (mg/l>:
TSS (mg/l):
Fecal Coliform (#/100m1>:
:
:
Drainage Area
Average Flow
Summer 7Q10
Winter 7Q10
30Q2
RECOMMENDED EFFLUENT LIMITS
SUMMER
0.12
5
2
6
30
1000
6-9
WINTER
O.12
10
4
6
30
1000
6-9
MONITORING
(sq mi) : 1.1
(cfs)
(cfSim
} : O.
(cfs) :
(cfs) : 0.05
RECEIVED
AUG 1987
L,visiom �
Winston-Salem Reg. Office
Upstream (Y/N): N Location:
Downstream (Y/N}: Y LocatioBE n: LOW DISCHARGE AT MOUTH OF UT
- -.... ..... .... ..... ..... ... ... .... ..... ..... .... ..... .... --------- ------- COM..... ----------- ----
PARAMETERS TO BE MONITORED: TEMPERATURE, CONDUCTIVITY, DO, & FECAL COLIFORM
U ~ 4 L
Obooe- -Re- �r
\v'r�� ~f 1m��
,1^�L �e-�m�`m' ' �-- `«��Tu%�~ �'' 0�y^L-ze-K VImrm°~O
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineerinc
^\^
er
RETUK�
/ECHNICAL�SERVICE6 IY
Date
Date
Date
'
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--------- MODEL RESULTS
Discharger : WOODLAKE MHP
Receiving Stream : UT POLLCA| CREEK
;he End D.O. is 7.08 mg/l.
The End CBOD is 2.74 mg/l.
The End NBOD is 2.10 mg/l.
SUMMER
WOODLAKE ALONE PROQCTED AT
5 & p LIMITS
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/1) (mg/l) (mg/l) (mgd)
Segment 1 6.00 0.00 J.
Reach 1 7.50 9.00 6.00 0.12000
Reach 2 0.00 0.00 0.00 0.00000
Segment 2 6.22 0.00 1
Reach 1 0.00 O.00 0.00 0.00000

^
----- -- MOML RESULTS
Discharger : WOODLAKE MHP
Receiving Stream : UT POLECAT CREEK
The End D.O. is 5.93 mg/l.
The End CBOD is 5.37 mg/l.
The End NBOD is 4.04 mg/l.
Segment 1
Reach 1
Reach 2
Segment 2
Reach 1
SUMMER
TOM MONROE MHP ALONE PROTECTED
AT EXISTING LIMITS
WE A WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
3.98 1.50 2
3.98
0.00 1
18.00 18.00 6.00 0.04500
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000

�
SUMMER
TOM MONROE MHP ALONE PROTECTED
�^ AT EXISTING LIMITS
A Seg # | Reach # | Seg Mi 1 D.O. CBOD NBOD ( Flow �
1 1 0.00 6.00 18.00 18.00 0.07
1 1 0.08 5.47 17.56 17.32 0.07
1 1 0.16 5.09 17.13 16.66 0.07
1 1 0.24 4.82 16.72 16.02 0.07
1 1 0.32 4.64 16.31 15.41 0.07
1 1 0.40 4.53 15.91 14.83 0.07
1 1 0.48 4.48 15.53 14.26 0.07
1 1 0.56 4.46 15.15 13.72 0.07
1 1 0.64 4.47 14.78 13.20 0.07
1 1 0.72 4.51 14.42 12.70 0.07
1 1 0.80 4.56 14.07 12.21 0.07
1 2 0.80 4.56 14.07 12.21 0.07
1 2 0.87 4.43 13.82 11.97 0.07
1 2 0.94 4.32 13.58 11.73 0.07
1 2 1.01 4.23 13.34 11.49 0.07
1 2 1.08 4.15 13.11 11.26 0.07
1 2 1.15 4.09 12.88 11.03 0.07
1 2 1.22 4.05 12.65 10.81 0.07
1 2 1.29 4.02 12.43 10.59 0.07
1 2 1.36 3.99 12.21 10.38 0.07
1 2 1.43 3.98 11.99 10.17 0.07
1 2 1.50 3.98 11.78 9.96 0.07
2 1 0.00 3.98 11.78 9.96 0.07
2 1 0.10 3.99 11.49 9.68 0.07
2 1 0.20 4.01 11.20 9.40 0.07
2 1 0.30 4.05 10.92 9.13 0.07
2 1 0.40 4.09 10.65 8.87 0.07
2 1 0.50 4.14 10.38 8.61 0.07
2 1 0.60 4.20 10.12 8.37 0.07
2 1 0.70 4.26 9.87 8.13 0.07
2 1 0.80 4.32 9.62 7.89 0.07
2 1 0.90 4.39 9.38 7.67 0.07
2 1 1.00 4.46 9.14 7.45 0.07
2 1 1.10 4.54 8.92 7.23 0.07
2 1 1.20 4.61 8.69 7.03 0.07
2 1 1.30 4.69 8.47 6.83 0.07
2 1 1.40 4.76 8.26 6.63 0.07
2 1 1.50 4.84 8.06 6.44 0.07
2 1 1.60 4.91 7.85 6.25 0.07
2 1 1.70 4.99 7.66 6.08 0.07
2 1 1.80 5.06 7.47 5.90 0.07
2 1 1.90 5.14 7.28 5.73 0.07
2 1 2.00 5.21 7.10 5.57 0.07
2 1 2.10 5.28 6.92 5.41 0.07
2 1 2.20 5.35 6.75 5.25 0.07
2 1 2.30 5.42 6.58 5.10 0.07
2 1 2.40 5.49 6.41 4.96 0.07
2 1 2.50 5.56 6.25 4.81 0.07
2 1 2.60 5.62 6.10 4.68 0.07
2 1 2.70 5.69 5.94 4.54 0.07
2 1 2.80 5.75 5.79 4.41 0.07
2 1 2.90 5.81 5.65 4.29 0.07
2 1 3.00 5.87 5.51 4.16 0.07
2 1 3.10 5.93 5.37 4.04 0.07
1 Seg 0 1 Reach # 1 Seg Mi D.O. CBOD NBOD 1 Flow i

---------- MODEL RESULTS
Discharger : WOODLAKE MHP
Receiving Stream : UT POLECAT CREEK
The End D.O. is 6.80 mg/l.
The End CBOD is 3.73 mg/l.
The End NBOD is 2.63 mg/l.
Segment 1
Reach 1
Reach 2
Segment 2
Reach 1
Reach 2
Segment 3
Reach 1
J/
.
J/ -
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� ut;A_t_,Q
����_^ � �'~��
�~ ��� �
Milepoint
0.00
Reach #
1
2
`
SUMMER
MONROE MHP AT EXIING LIMITS
AND WOODLAKE AT 5&2 PROTECTED
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/l> (mg/l> (mg/l) (mgd)
7.5O 9.00 6.00 0.12000
0.00 0.00 0.00 0.00000
18.00 18.00 6.00 0.04500
0.00 0.00 0.00 0.00000
O.00 0.00 0.00 0.00000

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1 0.70 5.S4 6.16 n.mv
0.80 ��°8� .^ 6.03 5.14
.~ 3 0.90 5.93 5.91 4.99
3 1 1.00 5.97 5.78 4.85
3 1 1.10 6.01 5.66 4.71
�^ 3 1 1.20 6.06 5.55 4.57
3 1 1.30 6.10 5.43 4.44
3 1 1.40 6.15 5.32 4.31
3 1 1.50 6.19 5.21 4.19
3 1 1.60 6.23 5.10 4.07
3 1 1.70 6.28 5.00 3.95
3 1 1.80 6.32 4.89 3.84
3 1 1.90 6.36 4.79 3.73
3 1 2.00 6.40 4.69 3.62
3 1 2.10 6.44 4.59 3.52
3 1 2.20 6.48 4150 3.42
3 1 2.30 6.52 4.41 3.32
3 1 2.40 6.56 4.32 3.23
3 1 2.50 6.59 4.23 3.13
3 1 2.60 6.63 4.14 3.04
3 1 2.70 6.67 4.05 2.96
3 1 2.80 6.70 3.97 2.87
3 J. 2.90 6.74 3.89 2.79
3 1 3.00 6.77 3.81 2.71
3 1 3.10 6.80 3.73 2.63
| Seg # 1 Reach # | Seg Mi 1 D.O. CBOD NBOD
»^5(-,)
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0126
0.26
Flow i