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NC0060755_Wasteload Allocation_19900320
DR,4.rT RE (Oc t" © 3�ilia NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0060755 PERMITTEE NAME: Carolina Water Service, Inc. / Saddlewood S,,ac� Facility Status: Existing Permit Status: Renewal Major Minor Pipe No.: 001 Design Capacity: 0.009 MGD Domestic (% of Flow): 100 % Industrial (% of Flow): 0 % Comments: no compliance data for 1986-1987 RECEIVING STREAM: an unnamed tributary to Crowders Creek Class: C Sub -Basin: 03-08-37 Reference USGS Quad: G 14 NW (please attach) County: Gaston Regional Office: _Mooresville Regional Office Previous Exp. Date: 7/31/90 Treatment Plant Class: Class 2 Classification changes within three miles: none I Requested by: Rosanne Barona Date: 1/10/90 Prepared by: % Date: 3/ / Reviewed by GDater /�O 5 Modeler Date Rec. # SAkk) t rr So 5549 .'lop l Drainage Area (mi) 6,08 Avg. Streamflow (cfs): 0. 0 q 7Q10 (cfs) o Winter 7Q,10 (cfs) o 30Q2 (cfs) c> Toxicity Limits: IWC 99 %'j�- Acute/Chronic Instream Monitoring: Parameters 106 6e Upstream Y Locat1 900 Downstream Y Location .766L cry r� �.J /✓ �T�f rL r ; , s Effluent Characteristics atiNlk BODS (mg/1) I G 17 S 10 NH3-N (mg/1) 9 /z / l�/► : !. t7 D.O. (mg/1) TSS (mg/l) 36 3 0 3 a 30 F. Col. (/100 ml) Zoo L6o 2_oo Zoo pH (SU) 12- Comments: O"t CJ — RAC _IVED tow of ENV11tONNA011i1' M R• C. DEPT, OF NATURAL RESOURCES AND MAR 12 1990 Request No. �°5'�" Y ,Tyr ------------------- WASTELOAD ALLOCAT=2APOVAL FORM ------- EjEB-?-$1_09T- Facility Name: NPDES No.: Type of Waste: Status: Receiving Stream: Classification: Subbasin: County: Regional Office: Requestor: Date of Request: Quad: CAROLINA WATER SERVICE-SADDLEWOONVISI"N OF ,wd. NCO 0 6 0 7 5 5 MCORES.II17E 100% DOMESTIC EXISTING RENEWAL UT CROWDERS CREEK C 030837 GASTON MRO -?CSC. BARONA 1/11/90 G14NW -------------------- RECOMMENDED EFFLUENT EXISTING SUMMER WINTER Wasteflow (mgd): 0.009 0.009 BOD5 (mg/1) : 16 17 NH3N (mg/1) : 9 12 DO (mg/1) : 6 6 TSS (mg/1) : 30 30 Fecal coliform (#/100ml): 200 200 pH (su) : 6-9 6-9 r;;+ . GEMENT REu u4AL OFFICE Drainage area: 0.080 sq mi Summer 7Q10: 0.00 cfs Winter 7Q10: 0.00 cfs Average flow: 0.09 cfs 30Q2: 0.00 cfs LIMITS IN EFFECT AFTER 3 YRS. SUMMER WINTER 0.009 0.009 1 (C�.(Vr�� 118 6 6 200 30 30 r\9 rC 6-9 ° �EI GD Toxicity Testing Req.: Y (SEE ATTACHED) * MAR 13 1990 ---------------------------- MONITORING ------------------------------------- PFRViT$ R FN1(;INFFRIWI' Upstream (Y/N): Y Location: 300 FT. UPSTREAM OF OUTFALL Downstream (Y/N): Y Location: 300 FT. DOWNSTREW OF OUTFALL ----------------------------- COMMENTS -------------------------------------- PER NEW ZERO FLOW PROCEDURE, RECOMMEND REMOVAL OF DISCHARGE - FACILITY MUST SEND AN ENGINEERING REPORT WITHIN 12 MONTHS SHOWING NO ALTERNATIVE TO DIS- CHARGE. RECOMMEND EXISTING LIMITS FOR 3 YEARS AFTER RENEWAL AND NEW LIMITS OF 5/1 & 10/1.8 FOR THE REMAINING 2 YEARS OF PERMIT PERIOD. INSTREAM MONITORING REQUIREMENTS WILL BE DROPPED WHEN FACILITY AGREES, IN WRITING, TO A SCHEDULE FOR REMOVAL OF THEIR POINT SOURCE DISCHARGE. *ACTION LEVEL FOR CHLORINE MAY BE VIOLATED INSTREAM, ADMIN. LETTER FORTH- COMING. �LLCc�(,t �y i�ri5 Choct.� ,� iZUPP.rt Ayyt OWC41 1;Vtd. OY (,)&& 4�Kf� `-keof. ------------------ ------Cr-/-yj------------------------------------- Recommended by: ! H4te : b c Reviewed by a� Instream Assessment: OahL � (�jL dIZM -- Date: a d Regional Supervisor: %'�'R4 Date: 3��/j 0160 Permits & Engineering: Date: sll3)`u RETURN TO TECHNICAL SERVICES BY: MAR 2 8 1990 10/89 Facility Name t-'�11D �'"'R �� f�'�� Jew Permit # /t%COo 6075S CHRONIC TOXICITY TESTING REQUIREMENT (QR1'RLY) The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests, using test procedures outlined in: 1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay Procedure - Revised *September 1989) or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 99 % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform quarterly monitoring using this procedure to establish compliance with the permit condition. The first test will be performed after thirty days from issuance of this permit during the months of Ft-8 MY .4vr NgJ . Effluent sampling for this testing shall be performed at the NPDES pennitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Environmental Management P.O. Box 27687 Raleigh, N.C. 27611 Test data shall be complete and accurate and include all supporting cliemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute noncompliance with monitoring requirements. 7Q10 0 cfs Permited Flow . 00 MGD Recommended by: IWC% /aa Basin & Sub -basin 677-3 37 Receiving Stream E ``-� County ate Z z3 **Chronic Toxicity (Ceriodaphnia) P/F at �j %, F65,44yAq& N6y , See Part _, Condition _4'� w bykif N4� (216/o !/n/ q✓/� Str/✓/GE — UU rf /�fw/ �0 �( �h vT cez�lll �l c.-e Ec /1 ? ,> >7 ? 7 �ctu5' J nD /, / A'A q �� / Z/,Fp � C-� - - --- - - - - 0, 0 �7-/- - - --- -- ----�-r-- --- I i I i I i I i I I CAROLINA WATER SERVICE-SADDLEWOOD CHLORINE ANALYSIS 7Q10: 0.0000 cfs CL2 Effl. Conc: 2.4000 mg/l AL (17/19 ug/1): 17.0000 ug/l Upstream CL2 Conc.: 0.0000 ug/l Design Flow: 0.0090 MGD Predicted CL2 Downstream: *********ug/1 2.4 mg/l CL2 Limit: 17 ug/l 0.017 mg/l CAROLINA WATER SERVICE-SADDLEWOOD AMMONIA 7Q10: 0.0000 NH3 Effl. Conc: 9.0000 AL (1/1.8 mg/1) : 1000.00 Upstream NH3 Conc.: 220.0000 Design Flow: 0.0090 Predicted NH3 Downstream: 9000.00 9 NH3 Limit: 1000 1 ANA.LY S I S cfs mg/l ug/1 ug/l MGD ug/l mg/l ug/l mg/l CAROLINA WATER SERVICE-SADDLEWOOD AMMONIA 7Q10: 0.0000 NH3 Effl. Conc: 12.0000 AL (1/1.8 mg/1) : 1000.00 Upstream NH3 Conc.: 220.0000 Design Flow: 0.0090 Predicted NH3 Downstream: 12000.00 12 NH3 Limit: 1000 1 ANALYSIS cfs mg/1 ug/l ug/l MGD ug/l mg/l ug/l mg/l INSTREAM SELF-MONITORING.DATA MONTHLY AVERAGES Discharger: d�� �a�� /,�� G,1u � uic� Permit No.: NC00 07-rS Receiving Stream: Sub -basin: Upstream Location: )os IAZ-vv& OL1 mil Downstream Location 360,1 Upstream Downstream DATE TEMP D.O. BOD5 COND TEMP D..0. BOD5 COND DEC-89 NOV-89 /S 8 /s OCT-89 Zo zd-- SEP-89 26 y Lb AUG- 8 9 27 ^_ JUL-89 20 // - .?6 JUN-89 INIS /27 25- /y MAY-89 22 / .zy /o APR-89 /7 MAR-89 /Z FEB-89 7.3A 5,5-4 7,38 5: 5,6 JAN-89 DEC-88 %/b 32 21/G 3z NOV-88 7 Tn• Z 7If _iCT-88 Z-A 7 /0 S,x SEP-88 7b, 6:0' 7.I(A, T,6 AUG-88 _Z,o S,,Z Zo � JUL-88 7.7 S,9 77 �9 JUN-88 MAY-88 APR'-88 MAR-88 ' FEB-88 JAN-88 DEC-87 NOV-87 d OCT-87 SEP-87 AUG-87 JUL-87 JUN-87 MAY-87 ' APR-87 MAR-87 FEB-87 -- JAN-87 DEC-86 - NOV-86 OCT-86 SEP-86 AUG-86 JUL-86-- _ JUN-86 - MAY-86 APR-86 MAR-86 -- FEB-86 JAN-86