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Home My WebLink AboutNC0060259_Wasteload Allocation_19950620NPDES DOCYNENT !;CANNING COVER :SHEET NPDES Permit: NC0060259 Willow Oak MHP WWP Document Type: Permit Issuance '' Wasteload Allocation`--, Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Owner Name Change Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: June 20, 1995 This document is printed on reuse paper - ignore any content on the resrerse side cc: Permits and Engineering Technical Support Branch County Health Dept. Central Files WSRO SOC PRIORITY PROJECT: Yes No X If Yes, SOC No. To: Permits and Engineering Unit Water Quality Section Attention: Susan Robson Date: June 20, 1995 NPDES STAFF REPORT AND RECOMMENDATION County Rockingham Permit No. NC0060259 PART I - GENERAL INFORMATION 1. Facility and Address: Willow Oak Acres Mobile Home Park Hwy 150, P. O. Box 8 Reidsville, N.C. 27320 2. Date of Investigation: 950612 3. Report Prepared by: David Russell, WSRO 4. Persons Contacted and Telephone Number: Mr. O. L. Vogler, Jr. Owner (910) 349-2110 (not contacted) 5. Directions to Site: From Winston-Salem travel Hwy 158 E. to Monroeton, bear right on SR 2432, left on US 19 Bus. N., right on SR 2660, right on SR 2600; right on NC875, at Williamsburg, turn right on NC 150 W. Site is .8 mile on right. 6. Discharge Points(s), List for all discharge points: Latitude: 36° 16' 26" Longitude: 79° 36' 33" U.S.G.S. Quad No. B2OSE U.S.G.S. Quad Name Williamsburg 7. Site size and expansion area consistent with application? X Yes No If No, explain: 8. Topography (relationship to flood plain included): Treatment system is above the flood plain. 9. Location of nearest dwelling: Homes in the park are within 200' of the WWTP. 10. Receiving stream or affected surface waters: Little Troublesome Creek. a. Classification C NS b. River Basin and Subbasin No.: Cape Fear 01 c. Describe receiving stream features and pertinent downstream uses: This is an effluent dominated stream with the Reidsville WWTP discharging a few miles upstream. Part II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of Wastewater to be permitted: 0.0175 MGD (Ultimate Design Capacity) b. What is the current permitted capacity of the Waste Water Treatment facility? 0.0175 MGD c. Actual treatment capacity of the current facility (current design capacity)? 0.0175 MGD d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years. A to C "as built" was requested April 1995 for rectangular physical/chemical treatment tank to replace a round tank. e. Please provide a description of existing or substantially constructed wastewater treatment facilities; Bar screen, 2 cell lagoon chlorination unit, alum addition for coagulation and clarification, flow measurement. f. Please provide a description of proposed wastewater treatment facilities. NA g• Possible toxic impacts to surface waters: h. Pretreatment Program (POTWs only): in development approved should be required not needed 2. Residuals handling and utilization/disposal scheme: NA a. If residuals are being land applied, please specify DEM Permit No. Residuals Contractor . NPDES Permit Staff Report Version 10/92 Page 2 Telephone No. b. Residuals stabilization: PSRP _ PFRP Other c. Landfill: d. Other disposal/utilization scheme (Specify): 3. Treatment plant classification (attach completed rating sheet). Class I 4. SIC Code(s): 6515 Primary Q$ Secondary Main Treatment Unit Code: 2 D. 2 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 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 suitable area Connection to Regional Sewer System: Not available Subsurface: No suitable area Other disposal options: 5. Other Special Items: NPDEB Permit Staff Report Version 10/92 Page 3 PART IV - EVALUATION AND RECOMMENDATIONS This is a lagoon wastewater treatment system. The system has historically met effluent limits and is well maintained. New rectangular physical/chemical treatment tanks have been built to replace an existing round tank. Recommend the permit be reissued. nature of report preparer 41, Water Quality egional upervisor Date NPDES Permit Staff Report Version 10/92 Page 4 \I� f oD (Do ab C7 ,ITV i � ( o :Gr eS -s �ic�= o. 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G.�sy\.iaiiit. 1\\ eUtt,AQc/s{,s„S_ - NemQ.aS9 aid pcDO (ost..H?„ T,) Troc&aasayy-2, :_bet,Layriicoryi S 7-Go 0 7 W To 10 2. 4' ds 17:4(ki qw = , oco3cS-s c,, (Q(o t,C zs xQc a 1,a )Mfd 5dj ))Ds/c .eactO\ .S1,(4,4\R v-- 1,t) .144 [oas6 - G.) stA4vxm)?‘ (Fty (OGLI-102 g_ .�li/,o�.35 � dc,.o M11k ��u �m- 6)6,1112 •i(+1-1/01}s JIQ 3s.oi myg (A-3 Clvvkt,„, (06A- kcA,_, ,A.A.,k_4(12), YY) (e0a6c1 koo luArvoren w v"Y-) 15. rn g. w� A‘/CAM/VM-eA YLO bM QG 100% DOMESTIC FACILITIES - REC'D 2/94 RENEWING WITHOUT MODIFICATION BY MODELER Permit # Facility Stream FINAL LIST Sub -basin County Request Region WLA? MOD ENG Comments JCD 03/29/94 31330 NORTHAMPTON HIGH SCHOOL - EAST 60259 WILLOW OAK ACRES MHP 60291 RIVER RUN UTILITIES, INC. 74292 DOWTIN MHP UT POTECASI CREEK LITTLE TROUBLESOME CREEK JUMP AND RUN CREEK BENAJA CREEK KEYS TO COMMENTS: Oa. No policy given. Alternatives analysis should be required. Ob. Facility must meet 5 & 1 (by date given in parenthesis). 0c. Alternatives analysis requested. Od. Alternatives analysis submitted. 0e. Facility will connect to POTW. 1. Phased permit. 2. Documented instream water quality problems. 3. Facility is requesting modification. 4. WLA should be done per basinwide permitting schedule. 030102 NORTHAMPTON RRO 030601 ROCKINGHAM WSRO 030617 BRUNSWICK WiRO 030601 ROCKINGHAM WSRO Refer : Basinwide / Streamline WLA File Completed By Permits & Engineering At Front Of Subbasin X JCD SR Zero -flow stream. Region - School Policy? SOC JCD SR JCD SW X JCD MW Facility not constructed - new limits may be needed NOTE: IF X' UNDER "Request WLA?" COLUMN, THE ENGINEER SHOULD REQUEST A WASTELOAD ALLOCATION. ALSO, FOR A 'Oa' COMMENT, GIVE CURRENT ZERO -FLOW POLICY. FOR A 'Ob' COMMENT, GIVE 5 & 1 LIMITS BY DATE IN PARENTHESIS.