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HomeMy WebLinkAboutNCG550041_Staff Report_20310308 • • SOC PRIORITY PROJECT: No TO: PERMITS AND ENGINEERING UNIT WATER QUALITY SECTION ATTENTION: Mack Wiggins DATE: 9/29/94 • NPDES STAFF REPORT AND RECOMMENDATION r F. t COUNTY Burke = =—� PERMIT NUMBER•die8•5-5-0.0-0-0- _3 I PART I — GENERAL INFORMATION p U�T iw eetu- 1. Facility and Address: Mr. Arthur Carswell e ; Paul Baker Residence 5111 Burkemont Road Morganton, N. C. 28655 -- -_- - THE PERMITTEE IS TO BE: PAUL BAKER 2191 SOUTH FORK DRIVE (house hasn't been MORGANTON, N. C. 28655 constructed, so mail can' t yet be sent there) 2 . Date of Investigation: April 14, 1994 3 . Report Prepared By: James R. Reid 4 . Persons Contacted and Telephone Number: Arthur Carswell 704-437-1585 5 . Directions to Site: From the intersection of Highway 64 and I-40 at Morganton, travel Southwest on Highway 64 (toward Rutherfordton) approximately 0 . 5 - 1 . 0 mile to SR 1115 . Turn right onto SR 1115; travel to South Fork Drive on the left. Turn left and proceed to number 2191 Drive in South Fork Subdivision. 6. Discharge Point(s) , List for all discharge points: Latitude: 350 40' 48" Longitude: 81° 44' 21" Attach a USGS map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No. El2NW U.S.G.S. Quad Name Morganton South, NC 7 . Site size and expansion area consistent with application? X Yes No If No, explain: 8 . Topography (relationship to flood plain included) : Gentle , •- o -,'•-, adjacent to the flood plain • Page 1 4• , 9. Location of nearest dwelling: approximately 100 feet 10. Receiving stream or affected surface waters: rUTSilver Creek'' a. Classification: C b. River Basin and Subbasin No. : CTB030831_; c. Describe receiving stream features and pertinent downstream uses: Small stream with sandy substrate used as a source of water for wildlife, agriculture and recreation PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of wastewater to be permitted MGD (Ultimate Design Capacity) 0 .000360 b. What is the current permitted capacity of the Wastewater Treatment facility? No system exists; it is a proposed system c. Actual treatment capacity of the current facility (current design capacity See "b. " above d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years: None e. Please provide a description of existing or substantially constructed wastewater treatment facilities: None f. Please provide a description of proposed wastewater treatment facilities: Septic tank with dual subsurface sandfilters, chlorination, and cascade aeration. g. Possible toxic impacts to surface waters: Chlorine h. Pretreatment Program (POTWs only) : in development approved . should be required not needed X 2. Residuals handling and utilization/disposal scheme: Septage hauler 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) : 3 . Treatment plant classification (attach completed rating sheet) : I 4. SIC Codes (s) : 4952 Wastewater Code(s) of actual wastewater, not particular facilities i.e. , non- contact cooling water discharge from a metal plating cothpany would be 14, not 56. - Primary 04 Secondary Main Treatment Unit Code: 46007 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: No 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: Lands unavailable Connection to Regional sewer System: approx 22, 000 feet away, Subsurface: Seasonal groundwater is stated to be less than 24" beneath the surface by DEH soil specialist. Local Health Department states that lot would be unsuitable for any conventional or shallow ground absorption system. Other disposal options: 5 . Other Special Items: Page 3 PART IV - EVALUATION AND RECOMMENDATIONS Issuance of A-to-C is recommended. r ) o2 / Si ature of Report Preparer Water Quality Regional Supervisor Date Page 4 . . . v . . I ,. . . .. ..„....7,,,,.(.), • ,..., iiII)._,/;//(-lill-,,, ", • ..( • 1/ 7.-Th' . . ,-. .6,-. 26 Ai, ro u.•i .•2, . ,. 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