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HomeMy WebLinkAboutNC0050075_Wasteload Allocation_19950104Co11€;*5v,11e, l •emev4avU 3(I1o0 i /X 3 cOgg NCQQ3OQ 75 Co )11,001 CUM 1 `J 1 U U'7u `Vu vL.tr }� r.„. Ala UJ = 0.0c _nY� 6_ _ T SS 3t�_�Y� � H O p -1 SU matt Ur (V 1.1 N Te1�11� ?Ow= 20c�r IN7Q/p .ctow5 Crow, USG SrP: u_es J OL.1 LfOU . 0O0_v FQ c. i 1Jell_ G v 'rat- I hw�. t l OLG��-C4l 64 �l T +0 Suvyls -G,IQ 6� f_gcIU_ 1-- V f kle I-(...Q J ItaIOf o oja Nc1 in g t v e - 1- -f . •,p G bov.P h h 1, ►1- i ply/ 0(O iuv, . Le'( pip ijQui- a r [o(ck.kt)i) ) U . So- g5Q2:44 r,06/id 1 T.:, 12 917 Corte l atv.ce. -d0- n _� t� ( o; Vv to . 1Z 5 1 I 11 V P t) OLP C( h!(a► � Vl4N(Pr): .-.r�sz*�- 7.4.E TO: PERMITS AND ENGINEERING UNIT WATER QUALITY SECTION ATTENTION: Jay Lucas DATE: November 7, 1994 NPDES STAFF REPORT AND RECOMMENDATION COUNTY Caldwell PERMIT NUMBER NC0050075 PART I - GENERAL INFORMATION 1. Facility and Address: Collettsville Elementary School P. 0. Drawer 1590 Lenoir, N. C. 28645 2. Date of Investigation: November 1, 1994 3. Report Prepared By: James R. Reid 4. Persons Contacted and Telephone Number: Ron McClure 704-758-0460 5. Directions to Site: From Lenoir, take Highway 90 west to Collettsville. Collettsville School is 500 feet NE of the intersection of Highway 90 and SR 1337 (Adako Rd). The outfall is on the south side of Highway 90 opposite the school. 6. Discharge Point(s), List for all discharge points: Latitude: 350 55' 29" Longitude: 810 40' 27" Attach a USGS map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No. D12NW U.S.G.S. Quad Name Collettsville 7. Size (land available for expansion and upgrading): Sufficient space exists for any foreseeable needed expansion or upgrade. 8. Topography (relationship to flood plain included): The topography of the area immediately surrounding the treatment plant is flat, low lying area adjacent to the flood plain. The treatment plant does not appear to be within flood plain. 9. Location of nearest dwelling: Approximately 200 feet. Page 1 10. Receiving stream or affected surface waters: John's River a. Classification: C b. River Basin and Subbasin No.: Catawba 03-08-31 c. Describe receiving stream features and pertinent downstream uses: Approximately 6 miles downstream, the river is classified C HQW. Immediately below Collettsville School's discharge, current uses include agriculture, fish and wildlife propagation, and recreation. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wastewater: 100 % Domestic 0 % Industrial a. Volume of Wastewater: 0.010 MGD (Design Capacity) 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 should be required approved not needed 2. Production rates (industrial discharges only) in pounds per day: n/a a. Highest month in the past 12 months: lbs/day b. Highest year in the past 5 years: lbs/day 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): Existing - 0.010 mgd extended aeration package plant, with influent bar screen, aeration basin, secondary clarifier, tablet chlorinator and chlorine contact tank. An effluent lift station pumps treated wastewater to the Johns River. Page 2 5. Sludge handling and disposal scheme: None on site. Sludge is pumped and hauled by Mull's Septic Tank and Concrete Company to Mull's septacre disposal site (according to information provided by Mull's during a telephone conversation on November 2, 1994). 6. Treatment plant classification (attach completed rating sheet):II 7. SIC Codes(s): 8211 Wastewater Code(s): Primary 03 Secondary Main Treatment Unit Code: 060 7 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant funds (municipals only) ? no 2. Special monitoring requests: none 3. Additional effluent limits requests: none 4. Other: PART IV - EVALUATION AND RECOMMENDATIONS Upon verification that sludge is disposed of in accordance with NCGS 143- 215.1 and NCAC 2H.0200, reissue the permit. In the applicant's cover letter for the permit application, he states, "If sludge is removed, Mull's Septic Tank and Concrete Company of 2416 Mount Home Church Road, Morganton, N. C. 28655 is contracted to do so. Mull's has a permit with the state for disposal of sludge." During a telephone call to Mull's on (November 2, 1994), this writer was told that all materials removed from treatment plants serving the Caldwell County Schools (including Collettsville) were transported to a farm and disposed of on Mull's permitted site. Since Mull's does not hold a Land Application Permit from the EMC, the site in question is assumed to be Mull's permitted septacte site, not a site permitted for land application of wastewater sludges. S—/W /9 7,qc' ') Z677 /2 Water Quality Regional Supervisor Date Page 3