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HomeMy WebLinkAboutNCG550133_Wasteload Allocation_19850806 i 1\ n ( Da-t,e 8/6/85 NUt£ a ar. ls-cc 6a G,n.1� Q6!aw.--r o u 4il 3 Aie• ...oi3.3 Facility Name-: Dale Smith- R-e4jdence' - Permit : NC0046825 • Receiving Stream: U. T. to Wolf Island Crtl.ass : C Sub-Basin : 030203 County : Rockingham Regional Office : Winston-Salem Reference USGS Quad : S . E . Eden Existing : X o . 000sec : B 20 NW Elevation : 750 feet Drainage ara : 0 . 1019 mi . 2 ;vdroiogic Group : B Design Temoerature : 25 deg . C Slone : Dist . Slope Comments : 750 ' I recommend a BOD limit of 30 mg/1 740 ' . 076 263 fpm as this was the limit given in the initial 730 ' . 190 105 fpm permit . The area is rural residential . 700 ' .076 263 fpm This is an existing discharge which became necessary due to a malfunctioning septic . 342 tank , nitrification line wastewater treatment system. Avg . slope = 58 . 48 fpm • RECOMMENDED EFFLUENT LIMITS PLOTfED • `Wastef low (. gpo ) : 4S() 5005 (mg/ I ) : 30 NH3—N (mg/ I ) : -- su ) . 6-8 .5 • Fecal Col / ! OCmI ) : 1000 • 'S S `.1 gf: 30 - =COMM En Y : i �� do..,..,_ AENDc 9 ! Dat _ : August 6 , 1985 )PROVED BY : - `1 '°4 �-6_TS -gional Engineer : /vZ_���� Date : .tgional Supervisor : Date : 0. -- C ' F./ . 0i ROUTE to Technical Support Group and Perm! ts & Engineering Unit (Enclose copy of '.1SGS topogr.aphic3.I map show-ing :locat.io< of oischacger1 yy „4. - rarr CC: Technical Support Branch RFC;FILED Permits and Engineering Rockingham Co. Health Dept. AUC 2 3 1991 Water Quality-Central Files WSRO Tia:iS=;A: 'SIJI'4ORT BRANCH DATE: August 15, 1991 NPDES STAFF REPORT AND RECOMMENDATIONS Rockingham County NPDES No. NC0046825 PART I - GENERAL INFORMATION 1 . Facility and Address: Dale H. & Patricia Smith Rt. 9, Box 91 E Cedar Run Rd. Reidsville, N.C. 27320 2. Date of Investigation: August 14, 1991 3. Report Prepared By: Ron Linville 4. Persons Contacted and Telephone Number: Mr. Smith (91 9) 627-2241 (W) 342- 1726(H) Mrs. Smith 627-5241 (W) 5. Directions to Site: Take NC 14 N from Reidsville approx. 2.6 miles and turn right on the first street on the right past New Heights Church. House on the left at bottom of hill before curve. 6. Discharge Point- Latitude: 36° 24' 54" Longitude: 79° 41 ' 05" Attach a USGS Map Extract and indicate treatment plant site and discharge point on map. USGS Quad No.: B2ONW and USGS Quad Name: SE Eden 7. Size (land available of expansion and upgrading): Very limited; but, R&R may be req'd. if repairs become necessary. 8. Topography (relationship to flood plain included): Not in flood plain. • 9. Location of nearest dwelling: House approx. 200' from discharge. 10. Receiving stream or affected surface waters: UT Wolf Island Creek a. Classification: C b. River Basin and Subbasin No.: ROA 03-02-03 c. Describe receiving stream features and pertinent downstream uses: Suburban & Residential PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1 . Type of wastewater: 100 % Domestic Industrial a. Volume of Wastewater: 0.00045MGD b. Types and quantities of industrial wastewater: c. Prevalent toxic constituents in wastewater: Residual chlorine possible. d. Pretreatment Program (POTWs only) in development approved should be required not needed 2. Production rates (industrial discharges only) in pounds a. highest month in the last 12 months: b. highest year in the last 5 years: 3. Description of industrial process (for industries only) and applicable CFR Part and Subpart: 4. Type of treatment (specify whether proposed or existing): Existing: 900 gal. ST, 391 sq. ft. subsurface sandfilter, chlorinator, discharge pipe. 5. Sludge handling and disposal scheme: Pumped and hauled as needed by a licensed septage hauler. 6. Treatment Plant Classification: SFR 7. SIC Code(s) 4952 Wastewater Code(s) Primary 04 , Secondary PART III - OTHER PERTINENT INFORMATION 1 . Is this facility being constructed with Construction Grants Funds (municipals only)? 2. Special monitoring requests: Chlorine usage reports. 3. Additional effluent limits requests: 4. Other: The chlorine tubes were in need of repair and the owner was of the impression that he had to keep the complete length of discharge pipe exposed instead of covering with soil. Approximately 200' of this flex pipe was laying in a trench about 3" deep. PART IV - EVALUATION AND RECOMMENDATIONS WSRO recommends the permit be renewed. f.27.2--2_z_— Z:>1,-3:',.,(''-i C Signature of Report Preparer Water Quality Supervisor — /9— 9/ Date