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Home My WebLink AboutNC0076261_Regional Office Historical File Pre 2018Permit No. N00076261 STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT DIVISION OF ENVIRONMENTAL MANAGEMENT PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Mid South Water Systems, Inc. N ' "' f"'. O" NATURAL is hereby authorized to discharge wastewater from a facility jocated at'13' D ,' Uopm%NT Turnberry Lane North of the intersection of Highway 73 and NCSR 1394 West of Cowans Ford Dam Lincoln County 6', " „ .;;�;,,'T01TAL k:AY'-- to receiving waters designated as an unnamed tributary to the Catawba RRiiveerr Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, and III hereof. This permit shall become effective This permit and the authorization to discharge shall expire at midnight on Signed this day R. Paul Wilms, Director Division of Environmental Management By Authority of the Environmental Management Commission Permit No. NC0076261 SUPPLEMENT TO PERMIT COVER SHEET Mid South Water Systems, Inc. is hereby authorized to: 1. Enter into a contract for construction of a wastewater treatment facility, and 2. Make an outlet into an unnamed tributary to the Catawba River, and 3. After receiving an Authorization to Construct from the Division of Environmental Management, construct and operate a 0.250 MGD wastewater treatment facility located off Turnberry Lane, north of the intersection of Highway 73 and NCSR 1395, west of Cowans Ford Dam in Lincoln County (See Part III of this Permit), and 4. Discharge from said treatment works at the location specified on the attached map into an unnamed tributary to the Catawba River which is classified Class "WS-III" waters in the Catawba River Basin. �y\� � • -li U I,F .1.: - _� `�, � � a ` � . i- r°� r �;".wy � t '2rt't+�•' Creek ,� filx to q 3 3924 Jy 27 -r 1 e ✓�emDslte�. .: •\. Jj '��;� o� •, r; , 4� � Tri le 7� � / � 11, � 4S � - 1 �-��% _ ��, II { ` �; • j�:�, % -/n �!� •' �� 1.1•ii S_.7(R�?•-'' � ,..., �f\J •(_ x `�so �� i _ - '• / I '/0 0 ll1� �� I'�1,/ // ` _•I I ecb ��% nna i��k` ' »o 'I 13941 . / Ulq '( l/ / � '♦ x � .r y� i '�'� O�- \ QW �' �- w. ' \� • V ��` I �• 'l� ii.� �395� Q / r ��iyt<+, �i�l ;, �\ 1 �.._.� 1� ! �l- I Y' � / rr :ct� ' ll• �� •S 'A� eT ( -} .•I 11 it (��'g ` '^t� /'` " -^ / . 11 O ; -- 1 _� °•.` i� � .owerp t y��„�F_'� � � "ate /A Y � -1 F j �:�5 • �\ o a j11 , W / —�•I ��/ ;�jF,'S to I a �' r / c\ �.' ,. Aso /• �--�- •r. ,. �� I � 3920 • u' 11 I �. .; vj�'�� _v �� t D / - 1 11 •� ../ t 1 cvi' �_ 1 r /'' � �� 'so � �;�; 11 � 1 ` � ` d � cos � � f • II ° , 1 A. (1)- EFFLUEATT LIMITATIONS AND MONITORING REQUIREMFNi'� Final SUMMER: April 1-October 31 NPDES No. NC0076261 During the period beginning on the effective date of the Permit and last' Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such d'ischar it shall expiration, on, t ed l he and monitored by the Permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Monthly Lbs da Other Units Avg. Weekly Avg Avg. (Specify) Weekly Ayg. Measurement Sample *Sample _Monthly Frequency - 1�e Location Flow BOD, 5Day, 20 Degrees C 0.250 MGD 24.0 mg/l 36.0 Continuous Recording I or E Total Suspended Residue 30.0 mg/l 45.0 mg/l 2/month Composite E NH3 as N Dissolved Oxygen (minimum) 8.0 mg/1 12.0 mg/1 mg/l 2/month 2/month Composite Composite E E Fecal Coliform (geometric mean) Total Residual Chlorine 5.0 mg/l 1000.0/100 ml 5.0 mg/1 2000.0/100 ml Weekly 2/month Grab Grab E, U, D Temperature Daily Grab E, U, D E Total Nitrogen (NO2 + NO3 + TKN) Weekly Grab E, U D Total Phosphorus Quarterly Composite E Conductivity Quarterly Composite E Weekly Grab U, D * Sample locations: E - Effluent, I - Influent, U - Upstream fifty (50) feet above discharge, D - Downstream at Seaboard Railroad tracks. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. 13 t A- (1)• EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final WINTER: November 1-March 31 NPDES No. NC0076261 During the period beginning on the effective date of the Permit and last' Permittee is authorized to discharge from outfall(s) serial numbers. ng until r shall expiration, on, the and monitored by the Permittee as specified below: ) 001Such li Effluent Characteristics Discharge Limitations Monitoring Requirements Monthly Lbs da Other Units Avg. Weekly Avg Monthly Avg. (Specify) ideekly Avg. Measurement Sample *Sample Flow Frequency - ape Location BOD, SDay, 20 Degrees C Total 0.250 MGD 30.0 mg/1 45.0 Continuous Recording I or E Suspended Residue NH3 30.0 mg/1 45.0 mg/1 2/month Composite E as N Dissolved Oxygen (minimum) 16.0 mg/l 24.0 mg/l mg/1 2/month 2/month Composite Composite E Fecal Coliform (geometric mean) 5.1 1000/100 5.0 2000.0/100 1Weekly Grab E E, U, D Total Residual Chlorine m1 m1 W / Grab E, U, D Temperature Daily Grab E Total Nitrogen (NO2 + NO3 + TKN) Weekly Grab E, U, D Total Phosphorus Quarterly Composite E Conductivity Quarterly Composite E Weekly Grab U, D * Sample locations: E - Effluent, I - Influent, U - Upstream fifty (50) feet above discharge, D - Downstream at Seaboard Railroad tracks. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units monitored 2/month at the effluent by grab sample. and shall be There shall be no discharge of floating solids or visible foam in other than trace amounts. 13 Part III Permit No. NCO076261 F. Toxicity Reopener This permit shall be modified, or revoked and reissued to incorporate toxicity limitations and monitoring requirements in the event toxicity testing or other studies conducted on the effluent or receiving stream indicate that detrimental effects may be expected in the receiving stream as a result of this discharge. G• If this facility is built in phases, plans and specifications for the next phase shall be submitted when the flow to the existing units reaches 80% of the design capacity of the facilities on line. At no time may the flow tributary to the facility exceed the design capacity of the existing units.