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NC0039420_Permit Issuance_20090121
NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue, Governor January 21, 2009 Mr. Jacob Porter Virginia Department of Transportation 1401 East Broad Street Richmond, VA 23219 Dee Freeman, Secretary Coleen H. Sullins, Director Subject: Issuance of NPDES Permit NC0039420 I-77 Rest Area WWTP Surry County Dear Mr. Porter: Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently amended). This final permit includes no major changes from the draft permit sent to you on December 3, 2008. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding. Please note that this permit is not transferable except after notice to the Division. The Division may require modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Charles Weaver at telephone number (919) 807-6391. cc: Central Files Winston-Salem Regional Office/Surface Water NPDES Unit Sin erely, �n &j oleen H. Sullins i Protect rn 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 512 North Salisbury Street, Raleigh, North Carolina 27604 Phone: 919 807-6300 / FAX 919 807-6495 / Internet: www.ncwaterquality.org An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper NorthCarolina Naturally v° Permit NCO039420 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision 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, the Virginia Department of Transportation is hereby authorized to discharge wastewater from a facility located at the I-77 Rest Area WWTP Interstate Highway 77 on the NC / VA state line Surry County to receiving waters designated as Naked Run Creek in subbasin 03-07-03 of the Yadkin - Pee Dee River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective March 1, 2009. This permit and authorization to discharge shall expire at .midnight on February 28, 2014. Signed this day. January 21, 2009. deen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit NCO039420 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer -effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. The Virginia Department of Transportation is hereby authorized to: 1. Continue to operate an existing 0.02 MGD wastewater treatment system with the following components: ♦ Bar screen and comminutor ♦ Aerated equalization basin ♦ Flow splitter box ♦ Three aeration basins ♦ Three secondary clarifiers ♦ Three sludge holding basins ♦ UV disinfection system ♦ Backup chlorine disinfection system with dechlorination ♦ Post aeration ♦ Ultrasonic flow meter .The facility is located at the I-77 Rest Area off I-77 near the NCI VA- border, with wastewater discharge occurring in Surry County. 2. Discharge from said treatment works at the location specified on the attached map into Naked Run Creek, currently classified WS-IV Trout waters in subbasin 03-07-03. of the Yadkin -Pee Dee River Basin. l A 60 J, y Discharge location ` t ,,, _ - ' � � 5 to {tit '•�,, 1 �, •rf Fa Y't�. ,ti 2, • 1�' � {'"n-.-;z '" t t l r �t r S � 4 �, eP1 k 1 i 1 :'•ter. Y ,,:�,. Y. •g iq �ti (, 7, t � S' � v3 L S,y 4—~^,,:- rf :1 S}�4 � '••X �i~ ^Of'l.J 1 7 z •. _ . _ 5 iA, .T I WWW �a.y Pi J pip �jp+vy tit - - it ce d�fe, f �tl t =1fP r a � ff 3 1 �..•'��� Yf �' r� ,,� P " ft d LE USGS Quad Name: Cana Lat.: 36033'36" Receiving Stream: Naked Run Creek Long.: 80044'39" Stream Class: WS- IV Trout Subbasin: Yadkin -Pee Dee — 03-07-03 , 1 i sr . +. � • al ff 4 F 1 L/ NA It �� e (d � . ;l W,1 �.� s �k,,, i I r',*L I (. I.�,✓. a i III d�r�V '=A5' j'y-�ti_�5 �' �7- ti �2 t`•4 >` qi 1 161, � y'T W+� Facility Location North Not to SCALE Permit NCO039420 A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: PARAMETER _.. : ` LIMITS MONITORING REQUIREMENTS Monthly ;;. Average Daily Maximum Measurement Fre uenc q Y . Sample Type -, Sample Location Flow 0.02 MGD Weekly Instantaneous Influent or Effluent BOD, 5-day (20°C) 30.0 mg/L 4H mg/L Weekly Composite Effluent Total Suspended Solids 30.0 mg/L 45.0 mg/L Weekly Composite Effluent NH3 as N (April 1— October 31 6.0 mg/L 30.0 mg/L 2/Month Grab Effluent NH3 as N . November 1— March 31 22.0 mg/L 35.0 mg/L 2/Month Grab Effluent Total Residual Chlorine' 17 Ng/L 2NVeek Grab Effluent Fecal Coliform (geometric mean 200/100 ml 400/100 ml Weekly Grab Effluent Temperature (°C) Weekly Grab Effluent U&D pH > 6.0 and < 9.0 standard units 2/Month Grab Effluent Total Nitrogen NO2+NO3+TKN Quarterly Composite Effluent Total Phosphorus Quarterly Composite Effluent Footnotes: 1. U: upstream at least 100 feet from the outfall. D: downstream at least 300 feet from the outfall. 2. Limit and monitoring applies only if chlorine is used for disinfection. The facility shall report all effluent TRC values reported by a NC certified laboratory including field certified. However, effluent values below 50 µg/L will be treated as zero for compliance purposes. There shall be no discharge of floating solids or visible foam in other than trace amounts. NORTH CAROLINA SURRY COUNTY AFFIDAVIT OF PUBLICATION Before the undersigned, a Notary Public of said County and State, duly commissioned, qualified and authorized by law to administer oaths, personally appeared Ferris W. Simpson who being first duly sworn, deposes and says: that he (she) is Business Manager (Publisher or other officer or employee authorized to make affidavit) of HEARTLAND PUBLICATIONS, LLC, engaged in the publication of a newspaper known as MOUNT AIRY NEWS, published, issued, and entered as periodicals class mail in the city of Mount Airy in said County and State; that he (she) is authorized to make this affidavit and sworn statement; that the notice or other legal advertisement, a true copy of which is attached hereto, was published in MOUNT AIRY NEWS on the following dates: ,1 )P(10t'aolr r�J and that the said newspaper in which such notice, paper, document or legal advertisement was published was, at the time of each and every such publication, a newspaper meeting all of the requirements and qualifications of Section 1-597 of the General Statutes of North Carolina and was a qualified newspaper within the meaning of Section 1-597 of the General Statutes of North Carolina. This day of �C 1 52008 f Signature of person making affida��a_ Sworn to and subscribed before me, this day of 2008 Notary Public My Commission expires: November 27, 2012 Notary Public Surry County, North Carolina Sandra F. Boles OMYCOMMission Expires PUBLIC NOTICE STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION/NPDES UNIT, 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 NOTIFICATION OF INTENT TO ISSUE A A[ NPDES WASTEWATER Al PERMIT On the basis of thorough staff review and applica- tion of NC General Stat- ute 143.215.1 and 15A NCAC 02H.0109 and other lawful standards and regulations, the North Carolina Environ- mental Management Commission proposes to issue a National Pollut- ant Discharge Elimina- tion System (NPDES) wastewater discharge permit to the person(s) listed below effective 45 days from the publish date of this notice. Written comments re- garding the proposed permit will be accepted until 30 days after the Publish date of this no- tice. All comments re- ceived prior to that date are considered in the fi- nal determinations re- garding the proposed permit. The Director of the NC Division of Water Quality may decide to hold a public meeting for the proposed permit, should the Division re- ceive a significant de- gree ofpublic interest. Copies of the draft permit The Surry County Board and other supporting in- of Education [P.O. Box formation on file used to 364, Dobson, NC determine conditions 27017-0364] has applied present in the draft per- for renewal of NPDES mit are available upon permit NC0041947 for request and payment of the North Surry High the costs of reproduction. School WWTP. This per Mail comments and/or mitted facility discharges requests for information treated domestic waste - to the NC Division of Wa- water to Stewarts Creek ter Quality at the above in the Yadkin -Pee Dee address or call Dina River Basin. Currently Sprinkle (919) 807-6304 fecal coliform and total at the Point Source residual chlorine are wa- Branch. Please include ter quality limited. This the NPDES permit num- discharge may affect fu- ber (below) in any com- ture allocations in this munication. Interested portion of Stewarts persons may also visit Creek. The Virginia DOT the Division of Water (1401 East Broad Street, Quality at 512 N. Salis- Richmond VA, 23219) bury Street, Raleigh, NC has requested renewal of 27604-1148 between the NPDES permit hours of 8:00 a.m. and NC0039420 for their 1-77 5:00 p.m. to review infor- Rest Area WWTP dis- mation on file. Bassett charge in Surry County. Furniture Industries (P.O. This permitted facility Box 626, Bassett, VA discharges treated do- 24055) has applied for mestic wastewater to renewal of NPDES per- Naked Run Creek in the mit NC0027944 for their Yadkin -Pee Dee River Mount Airy Division Basin. Currently fecal WWTP in Surry County. coliform and total resid- This permitted facility ual chlorine are water discharges treated quality limited. This dis- wastewater to the Ararat charge may affect future River in the Yadkin -Pee allocations in this portion Dee River Basin. Cur- of the Yadkin -Pee Dee rently total residual chlo- River Basin. rine is water quality lim- ited. This discharge may Published: December 5, affect future allocations 2008 in this portion of the Yad- kin -Pee Dee River Basin. NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor November 25, 2008 MEMORANDUM To: Lee Spencer NC DENR / DEH / Regional Engineer Winston-Salem Regional Office From: Charles H. Weaver, Jr. NPDES Unit UV Subject: Review of Draft NPDES Permit NCO039420 Virginia DOT / I-77 Rest Area WWTP Surry County William G. Ross, Jr., Secretary Coleen H. Sullins, Director T RECEIVED N n ^cat. of ENR DEC 0 8 2= WinatonSalem Regional Office Please indicate below your agency's position or viewpoint on the draft permit and return this form by December 29, 2008. If you have any questions on the draft permit, please contact me at the telephone number or e-mail address listed at the bottom of this page. NOTE: If no response is received by December 29, 2008, the Division will proceed with issuance of the permit /or other actions, as necessary]. §§§§§§§§§§§§§§§§§§§§§§§§§§§§§§§§ RESPONSE: (Check one) oncur with the issuance of this permit provided the facility is operated and maintained properly, the stated effluent limits are met prior to discharge, and the discharge does not contravene the designated water quality standards. F-1 Concurs with issuance of the above permit, provided the following conditions are met: ❑ Opposes the issuance of the above permit, based on reasons stated below, or attached: Signed Date: hc O 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 807-6391 (fax) 919 807-6495 VISIT us ON THE INTERNET@hftp://www.ncwaterquality.org/NPDES charles.weaver@ncmail.net An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper MSA, P.C. Environmental Sciences • Geosciences Planning Surveying 5033 Rouse Drive, Virginia Beach, VA 23462-3708 (757) 490-9264 Office - (757) 490-0634 Fax Jacob Porter Virginia Department of Transportation (VDOT) 1401 East Broad Street Richmond, VA 23219 We are cP.nriino, vnn the following items' Engineering • Landscape Architecture 36086 Lankford Highway, Belle Haven, VA 23306 P.O. Box 439, Belle Haven, VA 23306 Office (757) 414-0234 Fax (757)414-0464 Date Project Number 08/ 18/2008 06127 U i Subject NPDES Renewal Application Packag AUG 2 5 2008 OEtrR WATER QUALITY Copies Date Description 3 08/14/2008 NPDES Renewal Application Package �.9v. For your use As requested For review & comment Approved as noted Other For recordation For signature For signature and notarization Response required X Mail Deliver Pickup Overnight Via Fax # Mr. Porter, Provided in the enclosed envelope there are four NPDES renewal application packages. Can you please sign three of the NPDES renewal application packages provided in this envelope. The other copy is for your records. Once you have signed the applications, please forward the other three application packages to Mrs. Dina Sprinkle in the provided stamped Cc-q qvaInpe. Dina Sprinkle - NC Division of Water QualityAllen Campbell - VP�i-ni,-JhA—R Transportation (VDOT) Title: Soil Scientist, AOSE#253 File Office: Virginia Beach MSA, P.C. 5033 Rouse Drive, Virginia Beach, VA 23462-3708 (757) 490-9264 • (757) 490-0634 (FAX) • wwwmsaonline.com Offices in Virginia Beach and Virginia's Eastern Shore Environmental Sciences • Geosciences • Planning • Surveying • Engineering • Landscape Architectzue August 14, 2008 Dina Sprinkle �J NC DENR/DWQ/Point Source Branch ' 1617 Mail Service Center L� �, AUG 2 5 2008 Raleigh, North Carolina 27699-1617 l DP'R WATER ^'jAIJTY MSA, P.C.,::,�;ch 5033 Rouse Drive Virginia Beach, Virginia 23462 Subject: NPDES Permit NCO039420 Renewal Package -Virginia Department of Transportation I-77 Rest Area Surry County Mrs. Dina Sprinkle, Virginia Department of Transportation operates a rest area located on I-77 North at mile marker 1. The rest area provides traveling comforts and amenities to citizens traveling along 1-77 North in Carroll County. The facility is served by a public water supply well and an onsite wastewater treatment plant, which discharges disinfected effluent to a receiving stream in Surry County, North Carolina. The receiving stream is the Naked Run Creek in the Yadkin — Pee Dee River Basin. The North Carolina Department of Environment and Natural Resources, Division of Water Quality has issued a NPDES permit to establish this facility as being acceptable to discharge disinfected effluent to the Naked Run Creek. The NPDES permit number for this facility is NCO039420 and expires on February 28, 2009. The Virginia Department of Transportation would like to request the renewal of this NPDES permit, upon review of the renewal package. The facility has been offline for the beginning of this year, 2008, due to facility renovation. However, the facility renovations are completed and the facility is back online and operating within permitted capacity. Should you have any questions or require additional information please contact me by phone at (757) 490-9264 or by email at Jason Fulbright(a,msaonline.com. Sincerely Jason Fulbri t, Soil Scientist AOSE #253 "EXPERmNCE... THE MSA DIFFERENCE! .. SOURCE: LAMBSBURG AND CANA VIRGINIA QUADRANGLES USGS TOPOGRAPHIC MAPS. ORIGINAL SCALE 1:24,000, FIGURE 1. SITE LOCATION MAP NC NPDES LAMBSBURG SAFETY REST AREA AND WELCOME CENTER CARROLL COUNTY. VIRGINIA ii M SA, P.C. ENVIRONMENTAL SCIENCES, GEOSCIENCES, PLANNING, SURVEYING, ENGINEERING & LANDSCAPE ARCHITECTURE 5033 ROUSE DRIVE ti VIRGINIA BEACH, VIRGINIA 23462 ? (757) 490 - 9264 FAX (757) 490 - 0634 www.msaonline.com kw DATE: SCALE: MSA JOB #: 8/14/2008 NTS 06127U 9 . ` Creek Flow PIP Direction a Outfall I I I ® I< 9 a; M I I-77 Wastewater Treatment Plant (see Fiqure 3) Car Parking Information Gravity Sanitary Sewer Welcome Effluent Line C t Bld Lambsburg en er A. / I / Safety Rest Area and I / Welcome Center 1 / r 2 14 1 1 Gravity Sanitary Sewer 1 I Influent Line i ! I :2iD Photo Number and Orientation (see Photo Figures) Approximate Scale 100 FEET 5 � Z W z z a z . W IIEWI t m p Q � ti N o W o U W N O E j Z? o (� w o-^ W - Q d wx Sc CU U Q Rest U Q w °"a m E 0 aw o Facility Bldg. U Z aQ <z �n W a z z 00 x w N u2i w 00 2 W W LLJ Z Z Z LLI O Z U Truck ~Q O W Parking O Z 0 H O J J Z_ W Z Q = J W Of U Cl) W Z > p a Q } 2 M Z Z Q U) t`- O � w U O z�� O J W X H Q U O Cn U a O W J Z CO N O (n W ~Q 2 D Z Q C7 U J Z WELCOME REST CENTER FACILITY COMMINUTOR & BAR SCREEN SURGE TANK AERATED VIA FLOW SPUTTER BOX DIFFUSED AIR SYSTEM PUMP AERATION AERATION AERATION TANK TANK TANK SLUDGE SLUDGE SLUDGE HOLDING HOLDING HOLDING TANK TANK TANK CLARIFIER CLARIFIER CLARIFIER TANK TANK TANK SLUDGE RETURN (tYP) UV CHLORINE DISINFECTION TANK SYSTEM ALTERNATE DISINFECTION SYSTEM DECHLOR. POST AERATION TANK OFFSITE SLUDGE DISPOSAL ULTRASONIC WASTEWATER FLOW METER To Outfall 001 MSA, P.C. FIGURE 3. TREATMENT PROCESS ENVIRONMENTAL SCIENCES, GEOSCIENCES, PLANNING, SURVEYING, ENGINEERING & LANDSCAPE ARCHITECTURE 5033 ROUSE DRIVE MiM= NC NPDES VIRGINIA BEACH, VIRGINIA 23462 LAMBSBURG SAFETY REST AREA (757) 490 - 9264 FAX (757)490-0634 www.msaonline.com AND WELCOME CENTER DATE: SCALE: MSA JOB #: CARROLL COUNTY. VIRGINIA 8/14/2008 NTS 06127U 1 � � ©b� � E f m .\ \ / c / o= , \ : f / E) ¥ / _ E\ \ � k \\/ E / \¢ . f E %�2 �t2 \ \ / < E 2- a) cu $§f � �o� �0 o ±: t �2= E $ 2 % MSA,P C. PHOTOGRAPHS ENVIRONMENTAL SCIENCES, SURVEYING, ENmNEERING&LNDSCAPEARCHEECTURE _c \ ROUSE/ z e NC NPDES LAMBSBURG SAFETY REST AREA q&a-s4F G9a-«# - Lan www.msaonline.com AND WELCOME CENTER DATE: SCALE: TMSAJOB #: CAR R O LL COUNTY. VIR GIN|A $1¢2008 NTS 06127U PHOTOGRAPHS NC NPDES LAMBSBURG SAFETY REST AREA AND WELCOME CENTER CARROLL COUNTY. VIRGINIA Ilk i Photo 4 Aerator, crane hoist, clarifiers, and control panel. Emergency electrical generator off left edge of picture. Photo 5 New UV light disinfection system building and controls. Tablet de - chlorination system in blue beside building. MSA, P.C. ENVIRONMENTAL SCIENCES, GEOSCIENCES, PLANNING, SURVEYING, ENGINEERING & LANDSCAPE ARCHITECTURE 5033 ROUSE DRIVE VIRGINIA BEACH, VIRGINIA 23462 (757) 490 - 9264 FAX (757) 490 - 0634 www.msaonlinexom DATE: SCALE: MSA JOB #: 8/14/2008 NTS 06127U Photo 6 4 �•r��� , Photo 7 PHOTOGRAPHS NC NPDES LAMBSBURG SAFETY REST AREA AND WELCOME CENTER CARROLL COUNTY. VIRGINIA Post de -chlorination discharge manhole looking down gravity effluent sewer line toward creek. Looking down gravity effluent sewer line toward creek. MSA, P.C. ENVIRONMENTAL SCIENCES, GEOSCIENCES, PLANNING, SURVEYING, ENGINEERING & LANDSCAPE ARCHITECTURE 5033 ROUSE DRIVE VIRGINIA BEACH, VIRGINIA 23462 (757) 490 - 9264 FAX (757) 490 - 0634 Um www.msaontine.com DATE: SCALE: TMSA JOB #: 8/14/2008 NTS 06127U �f PHOTOGRAPHS NC NPDES LAMBSBURG SAFETY REST AREA AND WELCOME CENTER CARROLL COUNTY. VIRGINIA Photo 8 6" outfall pipe drains through concrete bulkhead at base of rock outcrop adjacent to creek. Red steel rod inserted into outfall to highlight location. Photo 9 Naked Run creek receiving waters just downstream of outfall. MSA, P.C. ENVIRONMENTAL SCIENCES, GEOSCIENCES, PLANNING, SURVEYING, ENGINEERING & LANDSCAPE ARCHITECTURE 5033 ROUSE DRIVE VIRGINIA BEACH, VIRGINIA 23462 (757) 490 - 9264 FAX (757) 490 - 0634 LM www.msaonline.com DATE: SCALE: MSA JOB # 8/14/2008 NTS 06127U DESCRIPTION OF SEWAGE TREATMENT PLANT AND SLUDGE MANAGEMENT For: VIRGINIA DEPARTMENT OF TRANSPORTATION I-77 REST AREA LOCATED IN SURRY COUNTY MSA Project # 06127U Prepared For: VIRGINIA DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, VA 23219 Issue Date: August 13, 2008 Charles H. Hall, P.G., Hydrogeologist Associate — Director of Geosciences ■i-■■ gi■ MSA, P.C. ■■I ►ill 1■■ ■■I IlkIri; :'�r■ 5033 Rouse Drive Prepared By: a44� Signature TEL (757) 490-9264 FAX (757) 490-0634 www.msaonline.com Description of Sewage Treatment Plant and Sludge Management A. TYPE OF TREATMENT AND TREATMENT REQUIREMENTS The wastewater treatment plant is a secondary treatment process utilizing the extended aeration/activated sludge process. Plant effluent is disinfected utilizing a UV disinfection system and re -aerated prior to discharge to the receiving stream. The UV disinfection system is backed up by an alternate disinfection system which chlorinates and dechlorinates the treated effluent prior to discharge to the receiving stream. Nitrification of the wastewater is also accomplished to meet effluent standard regarding Ammonia Nitrogen (NH3-N). The plant is designed to treat domestic wastes generated from the daily operations at the Carroll County Rest Area. The treatment facilities are capable of handling an average daily flow of 6,667 gallons per day (gpd) through each of three parallel package plants for a total of 20,000 gallons per day, and a total organic load of approximately 50 pounds of BOD5 per day, and 12.5 pounds of ammonia NH3-N per day. B. DESCRIPTION OF PLANT TYPE AND FLOW PATTERN Collection System. Wastewater from the rest area is collected by a sanitary sewer and flows by gravity into the influent of the treatment facility. Treatment System. The wastewater enters the treatment plant at the comminutor where solids are shredded and then flows through the bar screen to prevent remaining solids from entering the surge tank. The surge tank is provided to reduce or equalize peak flows entering the plant and to maintain a nearly constant rate of flow to the treatment process. Two surge pumps deliver the wastewater into the flow control box. The flow control box controls the overflow level across a V-Notch weir thereby regulating the flow. A flow splitter box splits the flow to the three aeration tanks. The flow rate should be set to maintain the average daily flow but in no way should it exceed 15 gallons per minute. The surge tank and aeration tanks are provided with blowers and diffused aerators, which provide the necessary oxygen for biological growth. The aeration tanks are designed to completely mix the tank contents and to provide sufficient oxygen for the biological organisms to grow. The total aeration tank capacity has been increased with the addition of the third aeration tank to provide a detention time of 30 hours and the aeration blowers have also been sized to aid in the nitrification of the wastewater. Nitrification is the process by which the ammonia in the wastewater is converted to nitrites and nitrates. Nitrification will reduce the pollution effects of the effluent on the receiving stream. Overflows from each aeration tank enters a clarifier tank where settled sludge is collected and either returned to the aeration tank or wasted to the sludge holding tank by means of air lift sludge pump. The clarifier is a hopper bottom tank sized for 6 hours detention time. Airlift sludge pumps are sized for 1 1/2 times the design flow. Each of the sludge holding tanks are capable of holding 2000 gallons of sludge. The extended aeration treatment plant is designed to remove the regulated constituents of BOD5, total suspended solids and ammonia nitrogen below the regulated limits. The expected efficiency should be 85% to 95% in order to meet the limitations. The wastewater flows by gravity through the UV disinfection system where the remaining pathogens are disinfected. The UV disinfection system utilizes ultra violet light to alter genetic DNA of bacteria, viruses, mold, algae and other microorganisms. The alteration of the DNA sequence prevents the reproduction process and the pathogens are considered dead; eliminating the risk of disease. The final step in the treatment process is post aeration of the treated wastewater. The flow enters the post aeration tank where the blowers and diffused aeration headers provide the required dissolved oxygen to meet the effluent standards. An ultrasonic flowmeter in the post aeration tank is provided to indicate the instantaneous flow rate, and to record the total flow through the treatment plant. Sludge Handling. The extended aeration treatment process normally results in reduced quantities of sludge to be wasted. Waste sludge is pumped from the clarifier to the sludge holding tank by the airlift pumps. The operator controls the sludge return and waste rates by adjusting the gates within the sludge return trough. The aeration header from the aeration tank is extended into the sludge holding tank to provide oxygen to the sludge and thereby reduce sludge odors. An aerated sludge holding tank is provided on each of the three package treatment plants. Each holding tank is sized at 20% of the aeration tank volume for a combined capacity of 6000 gallons. The extended aeration process does not generate much waste sludge. However, some sludge does require disposal. The operator hauls the excess sludge, which has accumulated in the sludge holding tanks. Sludge is removed whenever the tank becomes full with solids. The wastewater sludge hauler for Virginia Department of Tranportation Rest Area located on I-77 at mile marker 1 is: P.D. Quick, Inc. 133 Mason Road Mt. Airy, NC 27030 The sludge is transported to the City of Mt. Airy. An estimated 9000 gallons of waste sludge is transported each quarter. FACT SHEET FOR EXPEDITED PERMIT RENEWALS Racic Information to determine potential for expedited hermit renewal ReviewerMate S. Ul! I V'o rJ Permit Number r J c oo3 lutto Facility Name _ J n!(A (v Tf 1 ' -r Basin Name/Sub-basin number d 5 0-7D 3 Receiving Stream A) Stream Classification in Permit yJ 5 - f t/ Does permit need NH3 limits? tV&K Does permit need TRC limits? ,n < Does permit have toxicity testing? Does permit have Special Conditions? Does permit have instream monitoring? p 0/j Is the stream impaired (on 303(d) list)? Any obvious compliance concerns? Nor -Nom-p Any permit mods since last ermit? No Existing expiration date 2 S o New expiration date Z New permit effective date Miscellaneous Comments YES V This is a SIMPLE EXPEDITED permit renewal (administrative renewal with no changes, or only minor changes such as TRC, NH3, name/ownership changes): Include conventional WTPs in this group. YES_ This is a MORE COMPLEX EXPEDITED permit renewal (includes Special Conditions (such as EAA, Wastewater Management Plan), 303(d) listed, toxicity testing, instream monitoring, compliance concerns, phased limits). Basin Coordinator to make case -by -case decision. YES_ This permit CANNOT BE EXPEDITED for one of the following reasons: • Major Facility (municipal/industrial) • Minor Municipals with pretreatment program • Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS, etc) • Limits based on reasonable potential analysis (metals, GW remediation organics) • Permitted flow > 0.5 MGD (requires full Fact Sheet) • Permits determined by Basin Coordinator to be outside expedited process TB Version 8/18/2006 (NPDES Server/Current Versions/Expedited Fact Sheet) r