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HomeMy WebLinkAboutNC0067148_Wasteload Allocation_19941201�go�5 NC,00 ,1/4i EXis(�rt r/o, - 0�ov7.5m6z llll el/)vwf ll 1VPho1p�� yv' _. 7S Ale 4 () zS�rW) /�Oy It /,P/NW * -1 � �e Pl,' C 4W,J- i d z- /,5.�.fP ~ bs d4, =a.s 7910 = 0. Z W7d10 =DZ 6A- = o. �, SOQZ - 0, f IWC = 5.5Pe D'a4 % 4 .i = 88,��`f'.flQ_---------- IPA -- J !�� QLA Z % --- _vha.X_=51,9� Y_ 9/-iZ 2 TS1' _✓���rtn1_- r -� 80,1k.� �����'�-� L f �dW v1.0 _ n (ao/OG jI1th NO N N _wet__ Ik v(d SOC PRIORITY PROJECT: Yes No IF YES,. SOC NUMBER TO: PERMITS AND ENGINEERING UNIT WATER QUALITY SECTION ATTENTION: Dana Bolden DATE: September 30, 1994 1 NPDES STAFF REPORT AND RECOMMENDATION COUNTY McDowell PERMIT NUMBER NCO067148 PART I - GENERAL INFORMATION 1. Facility and Address: McDowell County Schools Post Office Box 130 Marion, North Carolina 28752 2. Date of Investigation: September 21, 1994 3. Report Prepared By: Michael R. Parker 4. Persons Contacted and Telephone Number: Carroll Hensley 704/652/4737 5. Directions to Site: From the intersection of U. S. Highway 70, and North Carolina Secondary Road 1536, travel west on NCSR 1536 approximately 0.3 mile to Nebo School. The treatment facility is located behind the school. 6. Discharge Point(s), List for all discharge points: Latitude: 350 42' 58" Longitude:820 55' 35" Attach a USGS map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No. E11NW U.S.G.S. Quad Name Marion East, N. C. 7. Site size and expansion area consistent with application? X Yes No If No, explain: 8. Topography (relationship to flood plain included): Terraced slope above flood plain. Page 1 9. Location of nearest dwelling: Greater than 500 feet 10. Receiving stream or affected surface waters: Ut to Shadrick Creek a. Classification: Class C. b. River Basin and Subbasin No.: CTB 30 C. Describe receiving stream features and pertinent downstream uses: Fish and wildlife propagation, fishing, public water supply. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of wastewater to be permitted 0.0075 MGD (Ultimate Design Capacity) b. What is the current permitted capacity of the Wastewater Treatment facility? 0.0075 MGD _. Actual treatment capacity of the current facility (current design capacity. ).0075 MGD d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years: NA e. Please provide a description of existing or substantially constructed wastewater treatment facilities: The existing wastewater treatment facilities consist of a septic tank, dosing tank, two surface sand filters and tablet chlorination facilities. f. Please provide a description of proposed wastewater treatment facilities: NA g. Possible toxic impacts to surface waters: NA h. Pretreatment Program (POTWs only): 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 Number Residuals Contractor Telephone Number b. Residuals stabilization: PSRP PFRP OTHER Page 2 C. Landfill: d. Other disposal/utilization scheme (Specify): Septage is removed by a septic tank hauler. 3. Treatment plant classification (attach completed rating sheet): Class I 4. SIC Codes(s): 8211 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 03 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)? 2. Special monitoring or limitations (including toxicity) requests: 3. Important SOC, JOC, or Compliance Schedule dates: (Please indicate) Date Submission of Plans and Specifications Begin Construction Complete Construction 1. 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: No enough land available Connection to Regional Sewer'System: approximately 4 mile to city sewer Subsurface: No enough land available Other disposal options:. 5. Other Special Items: Page 3 PART IV - EVALUATION AND RECODNIENDATIONS McDowell County Schools has requested renewal of NPDES Permit No. NC0067148. Recommend that permit be renewed. Signature of Report reparer Water Quality Rional Supervisor f 1 Da e Pdye-