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HomeMy WebLinkAboutNC0070769_Complete File_19970801Cua� �1 State of North Carolina Department of Environment, Health and Natural Resources &4 • Division of Water Quality r James B. Hunt, Jr., Governor A ± � Jonathan B. Howes, Secretary p E A. Preston Howard, Jr., P.E., Director August 1, 1997 V a Rev Henderson United Holy Church r 5104 Dunstan Rd. Greensboro NC 27405 ° 3 — ° - ° 2_ 4' v Z +v Subject: Rescission of NPDES Permit o. NC0070769 r United Holy Church/america-grew_ o Guilford County tAT t3, a-T1I _8wFFA I-o Dear Rev Henderson: Reference is made to your request for rescission of the subject NPDES Permit. Staff of the Winston-Salem Regional Office have confirmed that this Permit is no longer required. Therefore, in accordance with your request, NPDES Permit No. NCO070769 is rescinded, effective immediately. If in the future you wish to again discharge wastewater to the State's surface waters, you must first apply for and receive a new NPDES Permit. Discharging without a valid NPDES Permit will subject the discharger to a civil penalty of up to $10,000 per day. If it would be helpful to discuss this matter further, I would suggest that you contact Steve Mauney - Water Quality Regional Supervisor, Winston-Salem Regional Office at (910) 771-4600. Sincerely, 4WJ zs�� A. Preston Howard, Jr., P.E. cc: Guilford County Health Department Winston-Salem - Water Quality Regional Supervisor - w/attachments Permits & Engineering Unit - Dave Goodrich Operator Training and Certification Facilities Assessment Unit - Robert Farmer - w/attachments Mr. Roosevelt Childress, EPA Central Files - w/attachments Fran McPherson, DWQ Budget Office P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper PERMIT NO.: NCO070769 NPDES WASTE L PERMITTEE NAME: United Holy Church of America FACILITY NAME: United Holy Church of America Facility Status: Existing Permit Status: Renewal Major Mints �J Pipe No.: 001 _ Design Capacity: 0.010 MGD Domestic (% of Flow): Industrial (% of Flow): Comments: 100 % Refer : Basinwide / Streamline WLA File Completed By Permits & Engineering At Front Of Subbasin RECEIVING STREAM: Unamed Tributary to North Buffalo Creek Class: C-NSW 1 Sub -Basin: 03-06-02 Reference USGS Quad: C20NW9 (please attach) County: Guilford Regional Office: Winston-Salem Regional Office Previous Exp. Date: 12/31/92 Treatment Plant Class: 2 Classification changes within three miles: No chanties Requested by: Susan Robson Date: 4/9/92 Prepared by:z2w _ Date: 8 / fl Reviewed by: Date: a 5urhB0cw WQ�z JUIA C AD ALLOCATION C Modeler Date Rec. I # AC. 9Z l Drainage Area (mi) -C. �J% Avg. Streamflow (cfs): O. 33 7Q10 (cfs) O Winter 7Q10 (cfs) O 30Q2 (cfs) O Toxicity Limits: IWC % Acute/Chronic Instream Monitoring: Effluent Characteristics Summer Winter BOD5 (mg/1) SO /o•D NH3-N (mg/1) y, p Z/ O D.O. (mg/1) • o 6.0 TSS (mg/1) 36 30 F. Col. (/100 ml) �p ZOo pH (SU) ,&s dKt / mOy�i� rlloNil/Dl� AfiuG ��G� �"l�T�r rNOYITYY �(i�Z /� MvYli>Is3� r1fONi�l' ^/ rrr ��� maHi�aj' ryr/y1i� a A •L The facility discharges into a stream with 7Q10/30Q2=9 cfs. Removal or discharge is recommended If a more environmentally sound alternative is :. available at an economically reasonable cost. An engineering report evaluating alternatives to discharge is due 180 days prior to permit expiration along with the permit renewal application. As part of the report, the cost of constructing a treatment plant at the discharge point to meet limits of 5 mg/1 BOD5,1 mg/l NH3, 6 mg/i DO, and 17W/1 chlorine should also be included if there are no feasible alternatives to a surface discharge. Upon review of the results, of the engineering report, the Division retains the right to reopen and modify this NPDES permit to require removal of the discharge or to revise the permit limitations within a specified time schedule. ar I n A( NN Ball d 4; 4002 Vil' e -0 J/ N4 6 - r I 836 \j 4001 "A w as k 87 z 787 870 OW - FEET 3999 78 yq/; -617 36007'30' 615 116 42'30 10 FEET- 614 79045' 0 Mapped, edited, and published the Geological Survey Control by USGS, USUGS, and North Carolina Geodetic Survey Facility Name: NPDES No.: Type of Waste: Facility Status: Permit Status: Receiving Stream: Stream Classification: Subbasin: County: Regional Office: Requestor: Date of Request: Topo Quad: FACT SHEET FOR WAS-TEIAAD'ALLO� !IA ON United Holy Church of America NCO070769 Domestic - 100% Existing Renewal UT to North Buffalo Creek C-NSW 030602 Guilford Winston-Salem Robson 4/9/92 C20NW Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) Request # ReGe1Ve9 �1R �pept. of QH We b M2 W,nston-SaleM Regional Off ice Stream Characteristic: USGS # Date: Drainage Area (mi2): Summer 7Q10 (cfs): Winter 7Q10 (cfs): Average Flow (cfs): 30Q2 (cfs): IWC (%): 02o 95µ7405— /% 57 0.0 0.0 Mgt^-33 0.0 100 The facility discharges into a stream with 7Q10/30Q2=0 cfs. Removal of discharge is recommended if a more environmentally sound alternative is available at an economically reasonable cost. An engineering report evaluating alternatives to discharge is due 180 days prior to permit expiration along with the permit renewal application. As part of the report, the cost of constructing a treatment plant at the discharge point to meet limits of 5 mg/1 BOD5, 1 mg/1 NH3, 6 mg/1 DO, and 17 µg/l chlorine should also be included if there are no feasible alternatives to a surface discharge. Upon review of the results of the engineering report, the Division retains the right to reopen and modify this NPDES permit to require removal of the discharge or to revise the permit limitations within a specified time schedule. Recommended by: Reviewed by Instream Assessment: GA gli I Z Regional Permits & Engineering: and additional comments from Reviewers: "C ire 5 !i_ -,/ Date: $ ��' RETURN TO TECHNICAL SERVICES BY: SEP 0 3 7 CONVENTIONAL PARAMETERS Existing Limits: Monthly Average Summer Winter Wasteflow (MGD): 0.01 0.01 BODS (mg/1): 5.0 10.0 NH3N (mg/1): 2.0 4.0 DO (mg/1): 6.0* 6.0* TSS (mg/1): 30.0 30.0 Fecal Col. (1100 ml): 1000.0 1000.0 pH (SU): 6-9 6-9 Residual Chlorine (µg/1): monitor monitor Temperature (°C): monitor monitor TP (mg/1): monitor monitor TN (mgQ: monitor monitor *minimum criteria Recommended Limi Monthly Average Summer Winter Wasteflow (MGD): 0.01 0.01 BODS (mg/1): 5.0 10.0 NH3N (mg/1): 2.0 4.0 DO (mg/1): 6.0* 6.0* TSS (mg/1): 30.0 30.0 Fecal Col. (1100 ml): 200.0 200.0 ✓ pH (SU): 6-9 6-9 Residual Chlorine (jig/1): monitor monitor Temperature (°C): monitor monitor TP (mg/1): monitor monitor TN (mg/1): monitor monitor *minimum criteria Limits Changes Due To: Parameter(s) Affected Change in 7Q10 data Change in stream classification x Fecal coliform Relocation of discharge Change in wasteflow Other (onsite toxicity study, interaction, etc.) Instream data New regulations/standards/procedures New facility information x Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate receiving water will be consumed. This may affect future water quality based effluent limitations for additional dischargers within this portion of the watershed. •2 No parameters are water quality limited, but this discharge may affect future allocations. INSTREAM MONITORING REQUIREMENTS Upstream Location: UT to North Buffalo Creek approximately 59 upstream of discharge pipe Downstream Location: UT to North Buffalo Creek approx. 0.25 miles downstream of discharge pipe Parameters: Temperature, DO, Fecal, Conductivity Special instream monitoring locations or monitoring frequencies: MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS Has the facility dpn2pnstrated the ability to meet the proposed new limits with existing treatment facilities? Yes No r., � Q-�- wk7 9,0(y 4 v t-Q- 100 �-b O V�/D M 2'S If no, which parameters cannot be met? / Would a "phasing in" of the new limits be appropriate? Yes _ No V/ If yes, please provide a schedule (and basis for that schedule) with the regional office recommendations: If no, why not? NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCOO707G9 FACILITY NAME: QN 17G-D HnLV LHLtRCt4 of LA CPRI C A i l Facility Status•. t PROPOSED (circle one) I�(oi.J ' �GfAu,YiT;f> Permit Status: RENEWAL stoDWICAT7o t1NpERSQf1'FD NEW (circle ow) Mafor Minor ✓ Pipe No: L Design Capacity (MGD): 01010 Domestic (% of Flow): (00 Industrial (% of Flow): Comments. RECEIVING STREAM: J`I4LEH PuFFALo eRCUE- Class: G' NSW Sub -Basin: C 3- Crc - 02 Refsrance USGS Quad: C" ZO' Nl� (please attach) County: C(tILFOR'I] Regional Office: As Fa Mo Ra Wa Wi �WS ' Wrele one) Requested By: S IALL (3Q1C Date: Prepared By: LlnL Date: G Reviewed BY: Date: o � a � Modeler Date Rec. s SD✓ Drainage Area (m12 ) Avg. Streamflow (cfs): 0,33 7Q10 (cfs) O Winter 7Q10 (cfs) D 30Q2 (cfs) 0 Toxicity Limits: IWC Instream Monitoring: % (circle one) Acute / Chronic Parameters 1xJi tifcoj lAU'r y,%, �Pi1f Upstream Location a-kiAP ,d, ii5cl-a&-i o Downstream / Location rde10a) Frey texts Gale K� -Fov SOrn~ 64)w-G�) Effluent Characteristics Summer Winter BODS (mg/1) S (� NHj N (mg/1) C{ D.O. (mg/1) (p TSS (mg/1) 6 3� F. Col. (/100ml) ]tT� pH (SU) 'GI - / FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW Effluent Characteristics Monthly Daily Average Maximum Comments Type of Product Produced I Lbs/Day Produced I Effluent Guideline Reference Request No. :4128 Permit Number Facility Name Type of Waste Status, Receiving Stream Stream Class Subbasin County Regional Office Requestor Date of Request Quad WASTELOAD ALLOCATION APPROVAL FORM ---------------------- : NCO070769 : UNITED HOLY CHURCH OF AMERICA : DOMESTIC : EX I ST I NUMN PEiVAITMD : UT NORTH BUFFALO CREEK : C-NSW : 030602 : GUILFORD Drainage Area (sq mi) : 0.37 : WSRO Average Flow (cfs) : 0.33 SAM BRIDGES Summer 7010 (cfs) : 0.0 6/29/87 Winter 7QIO (cfs) : 0.0 C20NW 30D2 (cfs) : 0.0 ------- RECOMMENDED EFFLUENT LIMITS SUMMER Wasteflow (mgd): 0.01 5-Day DOD (mg/1): 5 Ammonia Nitrogen (mg/1): 2 Dissolved Oxygen (mg/1): 6 TSS (mg/1): 30 Fecal Coliform (#/100ml): 1000 pH (SU): 6-9 T. Phosohorus (mg/1): 2.0 WINTER 0.01 10 4 6 30 16�� SheuC(� G��CcLt3 6-9 2.0 o [tJ fiv % c c�i Fli co (C1. P �l�f - MONITORING ------------------------------. Upstream (Y/N): Y Location: ABOVE DISCHARGE POINT Downstream (Y/N): Y Location: BELOW DISCHARGE POINT, APPROX. 0.25 MILE COMMENTS MONITORING REQUIRED FOR: DO, FECAL COLIFORM. CONDUCTIVITY, AND TEMPERATURE FREQUENCY: WEEKLY FOR SUMMER (APR-OCT) AND BIWEEKLY FOR WINTER (NOV-MAR) RECOMMEND REMOVAL OF DISCHARGE WHEN AN ALTERNATIVE BECOMENS AVAILABLE. _ tt� yoAl" 4". ) c.�w� p...�n-.,,fM-� 0---9`k7 wl Aa eent�rKeh.n.l1 12-10U C00 CD 4 S) qx& Sk.1111-rem.... qZ. Q TLC, CA" r(64kX n/1 a r% -a'14 j+1'I s- Recommended by I>�-"�.UJry� Date %Q_ 5 _Q_L Reviewed by: Tech. Support Supervisor ��- _ Date-lo'_y_AI7 Regional Supervisor Permits u Engineering Water Quality Section Chief F;ETUURP 0 TECH IN (_AL. Date Date _Aj L1?;; Date f D74 yt - 7_ ICES By