NC0064785_Complete File - Historical_20171231

State
Department of`Enviro
Division of 1
12 North Salisbury Si
James G. Martin, Governor
William " . Cobey, Jr., Secretary
Mr. R. L. Wash
Lake Wylie Condominiums
212 South Tryon Street
Charlotte, NC 28281
Dear Mr. Wash:
The Division of nvironm(
•
t.;
shall be final and binding. Should your request be denied, you will l av
djttdicatory hearing.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733_
An Equal Opportunity Affirmative Action Employer
'aiA UM—'
S permits
trding the

Sincerely,
{
R. haul Wilms
. ,lire Patrick, EPA
Mooresville Regional Supervisor
Compliance
Central Files

Part TIT
Permit
a result of this discharge.
G. Division Statement of Concern - advanced levels of eutrophication have bi
Lake Wylie by the States of North and SouthCarolina. In recognition of tt
Division will reserve the right to reopen the permit to add effluent nutri
designation of Labe Wylie as Nutrient Sensitive Waters (NSW) or if deeme(
the Division ( or Environmental Management Commission ) based on forth
analysis.
H. The permit holder shall properly connect to an operational publicly -ow
collection system or any Division approved regional wastewater collectiol
system within 180 days of its availability to the site.
am
,served in
blem, the
nits upon
)priate by
er quality
ateater
treatment

Permit No
SUPPLEMENT TO PERMIT COVER SHEET
Mr. Buck Bales
are hereby authorized to. a
1. Enter into a contract for construction of a was
treatment facility, and
2. Make an outlet into Lake Wylie (Catawba River),;
. After receiving an Authorization to Construct t
Division of Environmental Management, construct
0.0096 MGD wastewater treatment plant to serve
condominium development located at Lake Wylie
Mecklenburg County (See Part III of this Permit
. Discharge from said treatment works into Lake W
River) which is classified Class "WS-III and B"
located in the Catawba River Basin.
r

• . 0 4 y:ERNE
:f nt risti,�s aischa
Limitations
nitdMnc uir. ments
bs d
Monthly''i
Other - units
t i
(Specify)
TrG Y
Measurement Sample
sample
i(Gn
MN4i8 #e
ow
l0
BOD, 5Da , 20
0.0096 MGp
30.0 mg/l
45.0 mg/l
Weekly, Instantaneous
2/Month
I or
Total Suspended Residue
as N
30.0 g/1
45.0 mg/1
Grab
2 nth Grab
E
E
3
Fecal Coliform (geometric mean)
200.0/100 ml 400.0/1 ml
Monthly Grab
2/Month Grab
E
Residual Chlorine
E
Temperature
Daily Grab
E
Weekly; Grub
E ple locations: E - Effluent, I - Influent
e pH shall not be less than
6•0 standard units
nor greater than 9.0 standard units and
shall be monitored 2/Month at
the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam.in
other than trace amounts.
.
00 `�

Part II
Permit
F. Toxicity Reo- e
This permit shall be modified, or revoked and reissue
incorporate toxicity limitations and monitoring requi
event toxicity testing or other studies conducted on
or receiving stream indicate that detrimental effects
expected in the receiving stream as a result of this
G. The treated effluent should be piped to a point hear
the cave to ensure proper dilution in the main chann
Wylie,
be
charge.
mouth of
E Lake

. L. Wash
Pe Two
:caber 28, 1986
Sincerely,
r
Old L. McMillan
Regional Supervisor

PPPPPPP'
NPDES STAFF REPORT AND RECOMMENDATIONS
Mecklenburg County
NPUES Permit No. NC 064785
PART I - GENERAL INFORMATION
1. Facility and Address. Lake Wylie Condos
c/o R. L. Wash
212 SouthTryon Street
Charlotte, N. C. 28251
. Date of Investigation: March 17, 1956
3. Report Prepared By: Michael L. Parker, Environmental Technician V�w
. Persons Contacted` and "TelephoneNumber: Mr. R. L. Wish (04) -995/f
5. Directions to Site: From the jet. of Hwy.,160 (Shopton Rd) and Hwy.
49 in southwestern Mecklenburg County, travel southwest on Hwy. 49 approx.
2.4 miles and turn left on B.R. 111 (Red Fez Club Rd.). Travel 0.6 miles.
The entrance to the site is on the left side of S.R. 1110.
6. Discharge Point - Latitude: 35005'43"
Longitude; 81002'43"
Attach a USES Map Extract and indicate treatment plant site and discharge
point on map.
USES Quad. No. G14SE or USGS Quad Name - n/a
available for the construction of a WWTP (aprox, 3 acres).
Copography (relationship to flood plain included): hilly, 3 - slopes.
Site is above 100 year flood plain.
Iocati.on of nearest dwelling: No occupied dwelling shall be located
gi.thin 150 feet of the proposed WWTP.
Zeceiving stream or affected surface waters: Catawba` River (Lake Wylie).
t. Classification. A -II,
s. River Basin and Subbasin No.: Catawba 030834
Describe receiving stream features and ;pertinent downstream uses:
Receiving waters is a manmade hydroelectric lake (controlled flog).
II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
'ype of wastewater: 1 0 Domestic
C Industrial
Volume of Wastewater: 0.0096 MG

pppppp,-
b. Types and quantities of industrial wastewater: n/a
c. Prevalent toxic constituents in wastewater: n/a
d. Pretreatment Program (POTWS only) n/a
in development - n/a approved - n/a
should be required - n/a not needed - n/a
2. Production rates (industrial discharges only) in pounds - n/a
a. highest month in the last 12 months - n/a
b. highest year in last 5 years - n/a
3. Description of industrial process (for industries only) and applicable
CFR Part and Subpart: n/a
4. Type of treatment (specify whether proposed or existing): Applicant
proposes to construct a package type extended aeration WWTP to serve a
proposed 32 unit condo development.
5. Sludge handling and disposal scheme: To be removed and disposed of via a
septic tank contractor per Division of Health Services regulations.
6. Treatment plant classification: unknown
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants Funds
(municipals only)? No.
2. Special monitoring requests: n/a
3. Additional effluent limits requests: n/a
4. 1�ther: n/a
PART IV - EVALUATION AND RECOMMENDATIONS
The site appeared suitable for the construction of the proposed WWTP.
Effluent should be piped to a point near the mouth of the cove as designated
on the attached topo map.
A buffer zone of 150 feet (using suitable barrier type buffers) and 250
feet (without buffers) should be designated between the proposed WWTP and all
proposed and/or future dwellings. This should be shown on the plans prior
to issuing an A to C.
Since this discharge enters A -II, B waters, the DHS will need to comment
on this Permit application. Standby power should be required at this site.

PPPFOO�
It is recommended that an NPD S Permit be issued for this prop(
discharge.
Signature of report pr pare
Water Quality Regional Supe
P:pb
i
;or

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State of
e artment of Natural Resot
Division of Em
512 North Stm
et
James G. Martin, Governor October '22, 1986
S. Thomas Rhodes, Secretary CERTIFIED MAIL
RETURN RECEIPT REQUESTED
M. R. L. Wash`
Lake WylieCondominiums
21.2 South Tryon Street
Charlotte, NC 2821
Sub ect. Permit No. NCO0647
Lake Wylie Cundomi
Mecklenburg County
Hear Mr. ash:
Director
ae
ec rived can
Vt" t

Permit No
STATE OF WORTH CAROLINA
}DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOP
DIVISION OF ENVIRONMENTAL MANAGEMENT
E R M I T
To Discharge Wastewater Under The
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance: with the provisions of North Carolina G
Statute 143-21.1, other lawful standards and regulations
and adopted by the North Carolina Environmental Management
and: the Federal Water PollutionControl Act,' as amended,
Mr. Buck Bales
is hereby authorized to discharge wastewater from a facili
a
Lake Wylie Condominiums
NCSR 1110
Mecklenburg County
to receiving waters designated as Lake Wylie (Catawba Rive
Catawba River Basin
in accordance with effluent limitations, monitoring tequir
other conditions set forth; in Parts I, II, and III hereof.
This ;permit shall be effective' October 22, 1986
This permit and the authorization to discharge shall
midnight on September 30, 1991
Signed this day of October 22, 1986
ORIGINAL iG E
ARTHUR
FOR
R. Paul Wilms, Director
Division of Environmental V
By Authority of the Environ
Management Commission
� t'
[ENT
>neral
located
re at

Permit Na
SUPPLEMENT V
r. Buck Bales
are hereby authorized to:
1. Enter into a contract for construction
treatment facility, and
River which is classified Class " S 111 a
located in the Catawba River Basin.
ter
�U-
xius
,a taw
and

ration,
C tiic�►
�.imitti+ns
tt�ri_VdrementsMon
K tx
er• 1 i is speci f
-�, measurement
Sample
* sample
th Y .
.2L weekly A-
t1i
ep
Flow
.00 MGD
Weekly Instantaneous
I or
BOD, 5Day, 20 C
30.0 /l 45.0 mg/1
2/Month
Grab
E
Total Suspended
Residue
30.0 mg/1 45.0 m /l
2/Month
Grab
E
NH as N
] e el Colifo
(geometric me
200. Q/ 10 400.0/ 100 ml
Monthly
2/Honth
Grab
Grab
E
E
Residual Chlorine
Daily
Grab
E
Temperature
Weekly
Grab
E
*Sample locations: E- -
Effluent, I - Influent

e: Grabsamples'ax
grab
sample
can
be taken
manually.

Test Procedures
;ut
by Permittee

age
previously .
2. Noncompliance Notification
Any time that self-monitoringinforn
iat the facility has gore out of co
?DES permit unit o .

.ss of facilities.

Removed xxk xa

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Dxic Pollutants