NCG550121_Notice of Deficiency_20170713 (2)

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RECEIVED SOC PRIORITY PROJECT: Yes No X
If Yes, SOC No.
NOV 1 8 1992 To: Permits and Engineering Unit
Water Quality Section
TECHNICAL SUPPORT BRANCH Attention: Mack Wiggins
Date: November 17 , 1992
NPDES STAFF REPORT AND RECOMMENDATION
County: Gaston
Permit No. NC0045632
PART I - GENERAL INFORMATION
1 . Facility and Address : Deese Residence
Post Office Box 189
Kelly Farm Road
Mount Holly, North Carolina 28120
2 . Date of Investigation: 11-16-92
3 . Report Prepared By: G. T. Chen
4 . Persons Contacted and Telephone Number: Mr. Don C . Deese,
Property Owner; ( 704 ) 827-8259
5 . Directions to Site : From the intersection of Kelly/West Land
Farm Road ( SR 1924 ) and Lane Road (SR 2085 ) in west Mount
Holly, travel west on SR 1924 approximately 0 . 6 mile. Deese
residence is the fourth house past the Green Meadows Golf
Course, on the left (south) side of the road.
6 . Discharge Point(s ) . List for all discharge points :
Latitude: 35° 19 ' 20" Longitude: 81° 03 ' 56"
Attach a U. S .G. S . map extract and indicate treatment facility
site and discharge point on map.
USGS Quad No. : F 14 SE USGS Name: Mount Holly, NC
7 . Site size and expansion are consistent with application?
Yes X No If No, explain:
8 . Topography (relationship to flood plain included) : Uniformly
sloping toward receiving water at the rate of 3 to 5% . The
treatment facilities are subsurface and could be affected by
infiltration during wet seasons .
9 . Location of nearest dwelling: One dwelling within 100 feet of

the discharge point.
10 . Receiving stream or affected surface waters : Unnamed
tributary to Taylors Creek
a. Classification: C
b. River Basin and Subbasin No. : Catawba and 03-08-33
c. Describe receiving stream features and pertinent
downstream uses : The receiving water is a narrow and
shallow drainage ditch which enters Taylors Creek via a
private pond in the Green Meadows Golf Course. Down-
stream users are not known.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a. Volume of wastewater to be permitted: 0 . 00045 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater
treatment facility? 0 . 00045 MGD
c . Actual treatment capacity of the current facility
(current design capacity) ? 0 . 00045 MGD
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years : N/A
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities : The
existing facility consists of a 1, 000 gallon septic tank,
1125 square feet of nitrification field, a subsurface
sand filter and tablet chlorination.
f. Please provide a description of proposed wastewater
treatment facilities : N/A
g. Possible toxic impacts to surface waters : N/A
h. Pretreatment Program (POTWs only) : N/A
in development: approved:
should be required: not needed:
2 . Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DEM
permit no. :
Residuals Contractor:
NPDES Permit Staff Report
Version 10/92
Page 2

Telephone No. :
b. Residuals stabilization: PSRP:
RFRP:
Other:
c. Landfill :
d. Other disposal/utilization scheme (specify) : Sludge is
removed by Cline Septic Tank Service and taken to a
municipal wastewater treatment facility for final
disposal .
3 . Treatment plant classification (attach completed rating
sheet) : Single Family Dwelling, no rating.
4 . SIC Code(s) : 4952
Wastewater Code(s) of actual wastewater, not particular
facilities, i .e. , non-contact cooling water discharge from a
metal plating company would be 14, not 56 .
Primary: 04 Secondary:
Main Treatment Unit Code: 44007
PART III - OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only) ?
N/A
2 . Special monitoring or limitations (including toxicity)
requests : N/A
3 . Important SOC, JOC or Compliance Schedule dates : (please
indicate) N/A
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4 . Alternative Analysis Evaluation: Has the facility evaluated
all of the non-discharge options available. Please provide
regional perspective for each option evaluated.
Spray Irrigation: Insufficient land area for spray
irrigation.
NPDES Permit Staff Report
Version 10/92
Page 3

a•
Connection to Regional Sewer System: If and when area-wide
sewer system becomes available.
Subsurface: Existing facility was converted from a subsurface
disposal system.
Other Disposal Options : N/A
5 . Other Special Items : N/A
PART IV - EVALUATION AND RECOMMENDATIONS
It is recommended that the NPDES Permit for this facility be
renewed.
,r5W
Signature of Report Preparer
Water Quality gional Supervisor
//Date
NPDES Permit Staff Report
Version 10/92
Page 4

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II . -
.# #: MODEL SUmMARi UATA *#*:
DISCHARGER 1 DONNIE DEESE SFR SUBBASIN 030533
RECEIVING STREAM UT TAYLORS CREEK STREAM CLASS : C
7010 0 .0 CFS WINTER 7010 : CFS
DESIGN TEMPERATURE: 25 DEGREES C . WASTEFLOW : 0 . 00045 McD
ILENGTHISLOPE I VELOCITY ! DEPTH I K1 I Kr 1 Kn 1 K2 I Oro 1
IMILES IFT/MI I FPS 1 FT I /DAY I /DAY 1 /DAY I /DAY ICFS/MII
I I 1 I I I I I I 1
SEGMENT 1 I 0 . 101210.501 0 . 10 10 . 09 I :1 . 26 11 . 26 1 0 . 00 142 . 25 10 . 00 I
REACH 1 I I I I I I I I 1 I
ALL RATES ARE AT 25 DEGREES C .
:.* k INPUT DATA SUMMARY *4 k
I FLOW I CBOD I NBOD I D .O . I
! CFS I MG/L I MG/L I MG/ L I
! I I I I
SEGMENT 1 REACH 1 I I I I I
WASTE I 0 . 00 1110 . 00 I 0 .00 I 6.00 I
HEADWATERS ' 0 .00 I 0 .00 I 0 . 00 I 0 . 00 I
TRIBUTARY I 0. 00 I 0 . 00 I 0 .00 I 0 .00 I
RUNOFF * I 0 .00 1 0 . 00 1 0 . 00 1 0 .00 I
_ - RUNOFF FLOW IS IN CFS/MILE - -1-- ________ -_—_--
1
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