NC0039446_Wasteload Allocation_19941206

NPDES DOCUMENT 5CANNINO COVER SHEET
NPDES Permit:
NC0039446
Linville Resorts WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
December 6, 1994
This document is printed on reuse paper - igriore any
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TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Dana Bolden
DATE: October 3, 1994
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Avery
PERMIT NUMBER NC0039446
PART I - GENERAL INFORMATION
1. Facility and Address: Linville Resorts, Inc.
Post Office Box 99
Linville, North Carolina 28646
2. Date of Investigation: September 20, 1994
3. Report Prepared By: Michael R. Parker
4. Persons Contacted and Telephone Number: Bentley Parlier
704/733-4311
5. Directions to Site: The wastewater treatment facility is located
at the northwest corner of the intersection of U.S. Highway 221
North Carolina Highway 105, behind the Linville, N. C. Post Office.
6. Discharge Point(s), List for all discharge points:
Latitude: 36°04'16" Longitude: 81°52'14"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. C11SE U.S.G.S. Quad Name Grandfather Mtn. N.C.
7. Site size and expansion area consistent with application?
x Yes No If No, explain:
8. Topography (relationship to flood plain included): The facility
is not subject to flooding.
Page 1

9. Location of nearest dwelling: 250 feet to the west
10. Receiving stream or affected surface waters: Linville River
a. Classification: C-trout
b. River Basin and Subbasin No.: CTB-30
c. Describe receiving stream features and pertinent downstream
uses: fish and wildlife propagation, fishing, wading,
irrigation.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted 0.100 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? 0.100 MGD.
c. Actual treatment capacity of the current facility (current
design capacity 0.100 MGD.
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: The existing
plant consist of an influent bar screen, pump station,
100,000 GPD extended aeration package wastewater treatment
with flow equalization tank dual aeration basins and
clarifiers, effluent chlorination and dechlorination
facilities and flow recording and totalizing equipment.
f. Please provide a description of proposed wastewater treatment
facilities:
g Possible toxic impacts to surface waters: Dechlorination
should reduce any toxic impacts to surface waters that may be
caused by chlorine.
h. Pretreatment Program (POTWs only): NA
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DEM
Permit Number WQ0005913 Residuals have not been applied
Residuals Contractor to the site as of this report.
Telephone Number
b. Residuals stabilization: PSRP _X PFRP OTHER
Page 2

c. Landfill:
d. Other disposal/utilization scheme (Specify): Facility is
looking into lime stabilization system.
3. Treatment plant classification (attach completed rating sheet):
Class II
4. SIC Codes(s): 4952, 5812, 7011
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 05 Secondary 11
Main Treatment Unit Code: 06003
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)? NA
2. Special monitoring or limitations (including toxicity) requests:
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate)
Submission of Plans and Specifications
Begin Construction
Completec 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: Linville Resorts does not own sufficient land to
use for spray irrigation of this much wastewater.
Connection to Regional Sewer System: There are no regional
wastewater treatment systems within five miles of Linville, N.C.
Subsurface: Based on the engineers evaluation it would take
approximately 40 acres to treat the wastewater from Linville
Resorts in a septic tank nitrification field. Linville Resorts
does own 40 acres of suitable area for this option.
It appears that other treatment options are either not available
or are costs prohibitive other than construction of a new wastewater
treatment facility that discharges into the Linville River.
Other disposal options:
5. Other Special Items:
Page 3

PART IV - EVALUATION AND RECOMMENDATIONS
Linville Resorts, Inc. has made application for renewal of NPDES
Permit No. NC0039446 for a discharge of 100,000 gpd of domestic
wastewater from the resort community of Linville, N. C. The new
wastewater treatment plant is 98% complete and should be totally
finished by the middle of October 1994. This new treatment plant
with flow equalization should produce a good quality effluent.
It is recommended that the permit be issued.
Signature of Report
eparer
Waiter Quality R gional Supervisor
///7
D
Date
Page 4